SW8210908_Current Permit_20231031

ROY COOPER z,ti • ir.
Governor 4
ELIZABETH S.BISER
Secretary
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WILLIAM E.TOBY VINSON,JR NORTH CARO[.INA
Interim Director Environmental Quality
October 31,2023
Funston Land and Timber,LLC
Attn:Allen Jefferson Earp,Manager
1007 Evangeline Drive
Leland,NC 28451
Subject: Approved Minor Modification
Post-Construction Stormwater Management Permit No. SW8 210908
Brunswick Forest Phase 3 Section 4 and Phase 3 Section 4B
Brunswick County
Dear Mr.Earp:
The Division of Energy,Mineral and Land Resources received a complete Minor Modification Application for
changes to the subject permit and project on August 3,2023. Staff review has determined that the proposed
changes meet the definition of a minor modification in that it does not result in an increase in the size of the
permitted stormwater control measure(SCM)and does not increase the amount of built-upon area. Please refer to
Attachment C.for a detailed description of the current proposed minor modification and a list of all the past
modifications approved during the effective period of the permit. The Division is hereby notifying you that the
permit SW8 210908 has been modified,updated,and re-issued on October 31,2023,as attached,to reflect any
changes. Please add the enclosed approved plans to the previously approved plan set.
This permit remains effective until January 19,2030 and does not supersede any other agency permit that may be
required. The project shall be subject to the conditions and limitations as specified therein. This permit does not
impose new or increased stormwater control requirements or design standards;it clarifies the rules and
requirements of this program to provide you with a better understanding of your obligations under this permit.
Failure to comply with these requirements will result in future compliance problems. Please note that this permit is
not transferable except after notice to and approval by the Division.
If you have any questions concerning this permit,please contact Thom Edgerton in the Wilmington Regional
Office,at(910)796-7215 or [e-mail]
Sincerely, 9/ZIP
C'!�
William E. Toby Vmson,Jr., PE,CPM,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
Application Documents
DES\tae: \\\Stormwater\Permits&Projects\2021\210908 HD\2023 10 permit minor 210908
cc: Adam H.Grady,PE;Hanover Design Services,PA
Brunswick County Engineering
Town Engineer,Town of Leland
Wilmington Regional Office Stormwater File
North 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
n.00ai.eamwsmi 910.796.7215

Post-Construction Stormwater Management
Permit No. SW8 210908
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In 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
Funston Land and Timber, LLC
Brunswick Forest Phase 3 Section 4 and Phase 3 Section 4B
Intersection of Cobden Ct and Cape Fear National Dr, Leland, Brunswick County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) draining to (1) wet
detention pond ("stormwater control measures" or"SCMs") as outlined in the application, approved
stormwater management plans, supplement, calculations, operation and maintenance agreement,
recorded documents, specifications, and other supporting data (the "approved plans and
specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or"DEMLR"). The project shall be constructed, operated and
maintained in accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until January 19, 2030 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
1. SPECIAL CONDITION. All BUA allocated to lots 101, 102, 201, 202, 301, 302, 401, 402, 501
and 502 in the deed restrictions is accounted for in this permit. The back of these lots which
contribute to the drainage area for Permit SW8 090202 are not allocated any BUA.
2. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 657,105
square feet. The runoff from all BUA within the permitted high density drainage area of this
project must be directed into the permitted SCM. The BUA requirements and allocations for this
project are as follows:
Page 1 of 7

Post-Construction Stormwater Management
Permit No. SW8 210908
a. SCM BUA LIMITS. The SCM has been designed to handle the runoff from 657,105 square
feet of BUA within the delineated drainage area, also referred to as 1. The BUA for the
future development is limited to 197,549 square feet.
b. BUA FOR INDIVIDUAL LOTS. Each of the 64 lots are limited to a maximum of 4,250 square
feet of BUA, as indicated in the approved plan sets 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.
3. 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.
4. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCM 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
SCM must be provided and maintained at the design condition.
b. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
c. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
d. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
5. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
6. 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 AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
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Post-Construction Stormwater Management
Permit No. SW8 210908
7. 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.
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. 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. 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
Stormwater Management Permit Number SW8 210908, 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 4,250 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. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
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. 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.
8. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on-site stormwater system will be repaired immediately.
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Post-Construction Stormwater Management
Permit No. SW8 210908
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment-Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved design
condition prior to close-out of the erosion control plan and/or project completion and/or
transfer of the permit. Upon restoration, a new or updated certification will be required for the
SCM(s) and a copy must be submitted to the appropriate DEQ regional office.
9. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use infiltrating permeable pavement or#57 stone within the lots as a
pervious 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 infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material within the common areas to be considered a pervious surface that
were not included in the approved plans and specifications.
h. Other modifications as determined by the Director.
10. 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.
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Post-Construction Stormwater Management
Permit No. SW8 210908
11. 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. If the facilities fail to perform satisfactorily, 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.
12. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(3).
13. 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.
14. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request
must be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
v. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on-site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
15. 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.
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Post-Construction Stormwater Management
Permit No. SW8 210908
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 or other group to conduct individual lot reviews on the permittee's
behalf. However, any approval given 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, supplement, 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.
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. 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.
g. 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.
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.
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Post-Construction Stormwater Management
Permit No. SW8 210908
Permit modified, updated and reissued this the 31st day of October 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
illiam E. Toby Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 210908
Page 7 of 7

Post-Construction Stormwater Management
Permit No. SW8 210908
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
e As-Built Permittee Certification
• As-Built Designer's Certification General MDC
• As-Built Designer's Certification for Wet Detention Pond Project
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 210908
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
Pennittee's Certification NCAC .1042(4) Completed Prov,id / N/A
A. DEED RESTRICTIONS 1 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. IMINTENANCE 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 -Ply 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.
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Post-Construction Stormwater Management
Permit No. SW8 210908
F. OPERATION AND MAINTENANCE PLAN—maintenance records are
being kept in a known set locathon for each SCM and are available for Y or N
review.
G. DESIGNER'S CERTIFICATION FORM —has been provided to the
YorN
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 210908
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:
O Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
©N/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 (jAs-bugt OWE ®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.
Page 3 of 7

Post-Construction Stormwater Management
Permit No. SW8 210908
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:
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.
(DAS-bait (1)Puc ' !N/A
C. STORMWATER OUTLETS—the outlet hands the peak
flow from the 10 year storm with no downslope erosion. Y or N
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. COMPUANCE MATH OTHER REGULATORY PROGRAMS Y or N
has been met.
F. SIZING-the volume of the SCM takes the runoff from agl
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:1 V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1 V.
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 P
been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION —the SCM has been Y or N
cleared 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 Genered Statutes.
Page 4 of 7

Post-Construction Stormwater Management
Permit No. SW8 210908
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 5 of 7

Post-Construction Stormwater Management
Permit No. SW8 210908
AS-BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that
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 NCAC 02H.1053, 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/phase/SCM
- Check here if this is 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:
O Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on
page 2
ON/E = not evaluated (provide explanation on page 2) ©N/A= not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC
02H.1050
Consultant's Certification (MDC .1053) ®As-butt OWE ()N!A
A. Forebay! Depths I Fountain
1. The available Sediment storage is consistent with the Y or N
approved plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond Y or N
occurs at a non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main Y or N
pool volume.
4. The Forebay entrance elevation is deeper than the exit Y or N
elevation into the pond.
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted Y or N
value?
6. Fountain documentation is provided. Y or N
B. Side slopes I Banks/Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the Y or N
approved plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the Y or N
approved plans and is no steeper than 6:1.
C. As-built Main Pool l Areas l Vol«ms I Elevations
Page 6 of 7

Post-Construction Stormwater Management
Permit No. SW8 210908
1. The permanent pool surface area provided is consistent Y or N
with the permitted value.
2. The Temporary Pool Volume provided is consistent with Y or N
the permitted value.
3. The permanent pool elevation is consistent with the Y or N
permitted value.
4. The temporary pool elevation is consistent with the Y or N
permitted value.
(As-built ONE ON/A
D. Inlets I Outlet/Drawdown
1. The design volume draws down in 2-5 days. Y or N
2. The size of the Orifice is consistent with the permitted Y or N
value.
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are minimized Y or N
from the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the Y or N
approved plan and avoid short-circuiting.
E. Vegetation
1. The vegetated shelf has been planted with a minimum of 3 Y or N
diverse species.
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or Y or N
no less than 24 inches on center.
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 7 of 7

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ON

DEMLR USE ONLY
D to Received Fee Paid Permit Number
+120it3 5y413 ZI0908
ORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program-No Fee for Minor Modification
Express Permitting Program-See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items(with
original signatures)must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:http://deq.nc.gov/contact/reqional-offk
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1) does not increase the net built-upon area;and/or
2)does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 210908
2. Current Permit Holder's Company Name/Organization: Funston Land &Timber, LLC
3. Signing Official's Name: Allen Jefferson Earp
4. Signing Official's Title: Manager
5. Mailing Address: 1007 Evangeline Drive
City: Leland, NC State: NC ZIP: 28451
6. Street Address(if different): :
City: State: ZIP:
7. Phone: [phone] Email: rrusseli a)_brunswickforest.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
200,451 SF of Future impervious is being allocated to 30 lots, streets and sidewalks. 197,549 sf of future
impervious remains.
B. SUBMITTAL REQUIREMENTS
Please mark"Y"to confirm the items are included with this form. Please mark"X"if previously provided. If not
applicable or not available, please mark N/A.:
Y 1 Two hard copies(with original signatures)and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
Y 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded docu . C I E
Y 4. If applicable,the appropriate Express review fee. AUG O 3
2023 d
sr
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14,2017

SW8 210908
IMPERVIOUS AREAS: EXISTING PERMIT IPh 3 Sec 4B 'REVISED PERMIT
iTYPE AREA(SF) AREA(SF) AREA(SF)
PARKING/ROADS 89,390 54,123 143,513
BUILDING 30 LOTS @ 4250 144€,500 127,500 272,000
SIDEWALK 25,215 18,828 44,043
OTHER
FUTURE 398,000 197,549
EXISTING IMPERVIOUS -
TOTAL IMPERVIOUS(PROPOSED AND FUTURE): 657,105 657,105
DRAINAGE AREA 1,202,488 1,202,488 1,202,488
GREEN AREA 545,383 545,383
PERCENT BUA 54.6% 54.6%
1 HANOVER DESIGN SERVICES, PA LICENSE#C-0597

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name:Adam H. Grady
Consulting Firm: Hanover Design Services, PA
Mailing Address:1123 Floral Parkway
City: Wilmington State: NC Zip:28403
Phone: (910) 343-8002 Fax: (910) 343-9941
Email: :agradynhdsilm.com
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name&Title:
Organization:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email: :
D. CERTIFICATION OF PERMITTEE
I, ALL. J SEFFCR AI Eh the cu nt permittee, certify that I have authorized the minor modifications listed
in Section A and shown in the attached r i e an s ets. I urther attest that this information is accurate and
complete to the best of my knowledge.
Signature: Date:
I ►l (2-3
I, m , a Notary Public for the State of larIZTf Cho Lt ,
County of , do hereby certify that A L LEKi Z I I E DID rA..P
personally appeared before me this the 11 ""' day of A'(tt L_ ,20 7,1 , and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
��`��, ,9'Y L
(Notary Seal) ``�����` .•• •• , Ss,
t�• �OTggy ..?T.
•
Notary Signature 7�yA�1J cf
V �I G •,„�r
My commission expires g — I l— 2025 0,/";etjS r,(1.04.�
APR 28 2023
BY:
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6,2017

,Y Operation & Maintenance Agreement ,S,,L�i 0' o.,,
Project Name: Brunswick Forest Phase 3 Section 4
Project Location: Brunswick Forest, Town of Leland, Brunswick County
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&corresponding 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: 1 Location(s): North of Collingwood Drive
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: Location(s):
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: No Type:
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: Funston Land and Timber, LLC
Title&Organization: Allen Jefferson Earp, Manager, Funston Land and Timber, LLC
Street address: 1007 Evangeline Drive
City, state, zip: Leland, NC 28451
Phone number(s): 910-383-1425
Email: rrussell@bru•- - ( - -
Signature: Date: J1i
I, CO re a 6aleinsgy) , a Notary Public for the State of N
County of 1\1.ek, r 1U i1p t , , do hereby certify-that t1i�•n Co C
J r
personally appeared before me this day of �1 �/ ( ( and
acknowledge the due execution of . ations and Maintenance Agreement.
Witness m �M'Wfif9'jcial se. 1
-
ram;1. ,p r1 ‘':CP• ' ;_r _
ICP L
"'1��R COUN ,,
1.4,,,iii, ,i%0U%%.� BY:
Seal My commission expires /V 1"---1-
STORM-EZ 7/12/2021
Version 1.5 O&M Agreement Page 5 of 5

-
<. Wet Pond Maintenance Requirements
Important operation and 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 pond should be fertilized after the initial fertilization that is required to establish
the plants on the vegetated shelf.
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wet
- pond.
If the pond must be drained for an emergency or to perform maintenance, the flushing of sediment
- through the emergency drain will be minimized as much as possible.
- At least once annually, a dam safety expert will inspect the embankment. Any problems that are
found will be repaired immediately.
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.
After the wet pond is established, it will 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). 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 wet pond 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 remove the gully, plant ground
pond erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
The inlet pipe is clogged Unclog the pipe. Dispose of the sediment off-site.
(if applicable).
The inlet pipe is cracked
or otherwise damaged (if Repair or replace the pipe.
The inlet device applicable).
Erosion is occurring in the Regrade the swale if necessary and provide erosion control
swale (if applicable). devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Sediment has
accumulated to a depth Search for the source of the sediment and remedy the problem
greater than the original if possible. Remove the sediment and dispose of it in a
design depth for sediment location where it will not cause impacts to streams or the SCM.
storage.
The forebay
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.
i.--
SEP i 4 2621
hi
BY:

y! '_. ' Wet Pond Maintenance Requirements (Continued)
SCM element: Potential problem: How to remediate the problem:
Sediment has
accumulated to a depth Search for the source of the sediment and remedy the problem
greater than the original if possible. Remove the sediment and dispose of it in a
design sediment storage location where it will not cause impacts to streams or the SCM.
depth.
The main treatment area Algal growth covers over Consult a professional to remove and control the algal growth.
50% of the area.
Cattails, phragmites or Remove the plants by wiping them with pesticide (do not
other invasive plants cover
50% of the basin surface. spray).
Best professional
practices show that
pruning is needed to Prune according to best professional practices.
maintain optimal plant
health.
The vegetated shelf Determine the source of the problem: soils, hydrology, disease,
Plants are dead, diseased etc. Remedy the problem and replace plants. Provide a one-
or dying. 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.
Shrubs have started to Remove shrubs immediately.
grow on the embankment.
Evidence of muskrat or Consult a professional to remove muskrats or beavers and
beaver activity is present. repair any holes or erosion.
The embankment A tree has started to grow Consult a dam safety specialist to remove the tree.
on the embankment.
An annual inspection by
an appropriate
professional shows that Make all needed repairs immediately.
the embankment needs
repair.
Clogging has occurred. Clean out the outlet device and dispose of any sediment in a
gg g location where it will not cause impacts to streams or the SCM.
The outlet device
The outlet device is Repair or replace the outlet device.
damaged.
Weeds or volunteer trees Remove the weeds or trees.
are growing on the mat.
Floating wetland island
(if applicable) The anchor cable is I
Idamaged, disconnected or Restore the anchor cable to its design state.
i 'missing.
fii,..............., _,� '*:: "
SEP 1422r
RY:

4, : Wet Pond Maintenance Requirements (Continued)
SCAM element: Potential problem: How to remediate the problem:
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 wet
pond are causing erosion Contact the local NCDEQ Regional Office.
or sedimentation in the
receiving water.
8 Sep , .
By c/

• Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
50 Permanent Pool El. 14 Permanent Pool El. 14
Temporary Pool El: 15.5 Temporary Pool El: 15.5
Pretreatment other No Clean Out Depth: 4 Clean Out Depth: 5
than forebay? Sediment Removal El 10 Sediment Removal El 9
Has Veg. Filter? Bottom Elevation: 8 Bottom Elevation: 8
ATTACH ADDITIONAL SHEETS IF NECESSARY
• f
By:
f 4 2O2; ii/

SUPPLEMENT-EZ COVER PAGE I'ii g\o4o%
I FORMS LOADED
'---,i:CT tNFail -.:54 ..�.,_.._ „-- -,.._.,. ,._-_. ....__. . -. . ._,.ro.. .
1 'Project Name - •' `-�` ' ' ''
t
--.; --______. _- ____--__ _ _ _- i Brunswick Forest Phase 3 Section 4 2 !Project Area(ac) r" -- -
' ... .. . 27.6
3 !Coastal Wetland Area(ac) —- --I -_ _ -
1
_4_'Surface Water Area(eq. _ _ I 0
5 Its this project High or Low Density?
__- _- • High
6 IDoes this project use an off-site SCM?
no
COMPLIANCE WITH 02H 1003(4) ` .. .Y__
•
7 I Width of vegetated setbacks provided Sleet) - _NIA-
8_!_Will the vegetated setback remain vegetated? _ N/A
9 Ilf BUA is proposed in the setback,does it meet NCAC 02H.1003(4)(c:d)? -i N/A -
10 Is streambank stabilization proposed on this project? No
rNUMBER ANp TYPE OF SCMs
1 11__Ilnfiltration System --1
12 IBioretention Cell
13 Wet Pond
14 StormwaterWetland
15 !Permeable Pavement
16 Sand Filter _ �----_- �_—_----- �---- -- -
g. 17 IRainwater Harvesting sting(RWH) --- - -
18 !Green Roof f
19 !Level Spreader-Filter Strip(LS-FS)
20 'Disconnected Impervious Surface(DISC - -21 Treatment Swale
� W
22- Dry Pond `- --— - -
r — ----- - - - ...
1 23 IStormFilter -
I 24 Silva Cell i --
; 25 Bayfilter --- Y-_�_ _ .-- - ------- - - -
M 26 Tilterra •„__.._ __, m._ !
I FORMS LOADED I
rDESIGNER CERTIFICATION
27 NName and Title: _ _ Adam Grady,.Project Engineer.
28 Organization: _ —-- _ - --- - Hanover Design Services,PA
29 Street address: ---- - 1123.Floral Parkway
30 Ci ,State,Zi _�- _ Wilmington,NC 28403
l31 •Phone numbers):- -- _ '- -- - ---_ _-_-- 910-343-8002
j 32 IEmaiL• r__L.�_.•s_._. a rally@hdsilm com -
Certification Statement
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that the
information provided in the form is,to the best of my knowledge and belief,true,accurate,and complete:and that the engineering plans:
specifications,operation and maintenance agreements and other supporting information are consistentwith the information provided here.
Designer
.i• • .if -
off`:•*e /0 `��.=
- �.41. SEAL r s.p = Signature of Designer
43166 III II
EGEIVE
:‹,°, VG•INWik ‘▪ ft OCT282021I)
f 11 1 /e / BY
Seal Date

DRAINAGE AREAS
i—rms.this a high density project? L T..1Yes
2 I ii so,number of drainage areas/SCMs 1
3 IDoes this project have low density areas? t No
4 ' If so,number of low density drainage areas
all/part of this project subject to previous rule i
5 Iversions? - No
I FORMS LOADED I
-___.- --4 -.. .. ... .,__.• .. .- ....... ,..,
DRAINAGE AREA IN:FORMATION •: entire Slie -I
4 Type of SCM 1 Wet Pond I_ Wet Pond
ft
5 Total drainage area(sq ) 27.6 27 6
i 6 tOnsite drainage area(sq ft) 27.6 27 6
7 10ffsite drainage area(sq ft) 0 0
8 Total BUA in project(sqft) 657105 sf . 657105 sf
New BUA on subdivided lots(subject to
t
!!, 9 ,permitting)(sq ft)
657105 sf 657105 sf
!New BUA not on subdivided lots(subject to
1 10 __iperrnitting)(sf) f
_____ __
11JOffsite BUA(sq ft) __._._
. I 112 BreakdownI of new BUA not on subdivided lots:
iParking(sq fi)
,
i -Sidewalk(sq ft) . 1 25215 sf I " 25215 sf .
( -Roof(sq ft) j 144500 sf t 144500 sf _1
k -Roadway(sq.to__
89390 sf / 89390 sf
-Future(sq ft) ,..
_i' 398000 sf . 39800 sf
:., -Other,please specify in the comment box r ii
1 below(sq ft) A na 1 na t
4 New infiltrating permeable pavement on
13 subdivided lots(sq ft) na . na
.. INew infiltrating permeable pavement not on
14 Isubdivided lots(sq ft) P.
P na
I J, Existing BUA that will remain(not subject to 1 0
g
i_ p
15 ermitti9g)(sq ft)
1- na na
II: 16 Existing BUA that is already permitted(sq ft) n9 ...._ n9 _ _ 3
i 17 lExisting BUA that will be removed(sq ft)
i- na
i
: na
- l 18 !Percent BUA - 55% 6 55% ,
04 1
t 19 Design storm(inches) ,t 1 5 in j t5 in 5
p 20 Design volume of SCM(cu ft) --1 81440 of . i 81440 cf ..Ar'
r.! 21_ Calculation method for design volume Simple Method'I Simple Method t!
%1:.1DMONAL INFORMATION ?
-..
IPlease use this space to provide any additional information about the
I!
- •22 !drainage area(s):
I
li
I
rCEIVE0
OCT 28 2021
BY:--------

r•
WET POND
1'Drainage area number 1
2iMinimum required treatment volume cu ft) 81440 cf�
GENERAL MDC FROM 0214;1050
31Is the SCM sized to treat the SW from all surfaces at build-out?•
Yes
I 411s the SCM located away from contaminated soils? Yes
• 5IWhat are the side slopes of the SCM(H:V_)?_ -- — 3.1 •
i &Does the SCM have retaining walls,gabion walls or other — No
- engineered side sloes? _ !
t 7IAre the inlets,outlets,and receiving stream protected from erosion
10- ear storm)? 1 Yes ,
o
811s there an overflow or bypass for inflow volume in excess of the i Yes
L__Idesign volume?
9IWhat is the method for dewatering the SCM for maintenance?_ Pump(preferred) '
10'If applicable,will the SCM be cleaned out after construction? __ Yes
I 11 Does the maintenance access comply with General MDC(8)? Yes _
12'Does the drainage easement comply with General MDC(9)? _ Yes
13IIf the SCM is on a single family lot,does(will?)the plat comply with N/A
General MDCS1�? —
I 1411s there an O&M Agreement that complies with General MDC(11)? : Yes
I— 15:Is there an O&M Plan that complies with General MDC(12)? _ Yes
f 16lDoes the SCM follow the device specific MDC? Yes
17.1iTyas the SCM designed.by an,NC licensedprofessional? [ Yes ,
WET POND MDG FROM Ink.1053
1. 18 Sizing method used I SA/DA
194
9 Has a stem/storage table been provided in the calculations? Yes
E — Elevation of the excavated main pool depth(bottom of sediment - —4g 00
r 20
lremoval)(fmsl) __
I 21'Elevation of the main pool bottom(top of sediment removal)(fmsl) 9.00 i
22 Elevation of the bottom of the vegetated shelf(fmsl) 13.50
23,Elevation of the permanent pool(fmsl 14.00
24 Elevation of the top of the v�etated shelf(fmsL_ _ _ j4.5p
•
L 25�El eve tion of the temporary pool(fmsl) - 15.5D
26 Surface area of the main permanent pool(square feel_
45505
271Volume of the main permanent pool(cubic feet) 191824 cf j
281Average depth of the main pool feet) 420 ft �'
29IAverage depth equation used Equation 2
30 If using equation 3,main pool perimeter(feet) 1.1
—
) 31 If using equation 3,width of submerged veg.shelf(feet) i
32 Volume of the forebay(cubic feet) 36226 cf
33 Is this 15-20%of the volume in the main pool? Yes
`` 341Clean-out depth for foreb_ay Sinches) --. 48 in
L. 35'Design volume of SCM(cu ft) — _I 92110 cf
36I1s the outlet an orifice or a weir? _ — Orifice
I 371 If orifice,orifice diameter inches) � 4 in
.r38 If weir,weir height(inches)
39 If weir,weir len th(inches)--
. 440Drawdown time for the temporary pool s_d_ysL —— � i 3.17 ,lij
41 IAre the inlet(s)and outlet located in a manner that avoids short- i Yes
__ ,circuiting? _
42[Are berms or baffles provided to improve the flow path? No
431Depth of forebay at entrance(inches) 72 in 44IDepth of forebay at exit(inches) 48 in
I 45 Does water flow out of the forebay in a non-erosive manner? — __Yes
46,Width of the vegetated shelf(feet) _ — -- 6 ft47JSlope of vegetated shelf(H:V) 6-.1_
48 Does the orifice drawdown from below the top surface of the Yes
_ :permanent pool?
49lDoes the pond minimize impacts to the receiving channel from the 1- Yes
lyr,24-hr storm? _
Are fountains proposed?(If Y,please provide documentation that 50IMDC(9)is meth No--- f
5111s a trash rack or other device provided to protect the outlet system?I Yes
52�Are the darn and embankment planted in non-clumping turf grass? 1 Yes
531Species of turf that will be used on the dam and embankment Bermuda
•
541Has a planting plan been rovided for the vegetated shelf?
� Yes
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Wet Pond 3 1:59 PM 10/26/2021