SW8051143_CURRENT PERMIT_20210722 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 051� y3
DOC TYPE
51 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 0-12Z
YYYYMMDD

ROY COOPER
Grrvanar
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
D6ector
July 22, 2021
Excel Leland properties, LLC
Attn: John Z. Everhart, Manager
165 Vision Drive
Wilmington, NC 28403
NORTH. CAROLINA
EnvirmuneAtal Quality
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 051143
SPEC Leland
Brunswick County
Dear Mr. Everhart:
The Wilmington Regional Office received a complete 8-year Stormwater Management Permit Renewal Application for
the subject project on July 20, 2021. The Division is hereby notifying you that permit SW8 051143 has been renewed
on July 22, 2021 and shall be effective until March 8, 2029. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of
the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on January 5, 2006 and most
recently transferred on October 24, 2019, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the 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 atwww.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely, q-
C'rt �Q n frA'AQ�
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Permits & Projects\2005\051143 HD\2021 07 permit 051143
cc: NCDEQ-DENU R Wilmington Regional Office
D E O%Z North Carollna Department of Environmental Quality I Division of Energy, Mineral and Land Resources
./ Wilmington Regional Office 1127 cardinal Drive Extension I Wllmington. North Carolina 28405
manaffowu m"�� / 910.796.7215

State Stormwater Management Systems
Permit No. SW8 051143
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT
WITH AN AREA OF HIGH DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Excel Leland Properties, LLC
SPEC Leland
111 Thomas Garst Lane, Leland, Brunswick County
FOR THE
construction, operation and maintenance of an overall 30% low density development with one (1)
constructed wetland to treat the higher density areas, in compliance with the provisions of Title 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until March 8, 2029 and shall be subject to the
following specified conditions and limitations.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
This permit covers the construction of a total of 42,236 square feet of built -upon area (BUA),
which includes 35,509 square feet of BUA within the drainage area of the constructed wetland
and 6,727 square feet of BUA within the remaining low density area.
3. The overall tract built -upon area percentage for the project must be maintained at no more
than 30% per the requirements of Section .1005 of the stormwater rules.
4. The stormwater system which treats the runoff generated by the designated high density area
has been approved for the management of stormwater runoff as described in Section 1.10 of
this permit.
5. The low density portion of this project will maintain a minimum 30 foot wide vegetated buffer
between all impervious areas and surface waters.
6. Within the low density portion of the permitted project, all roof drains shall terminate at least 30
feet from the mean high water mark of surface waters.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 051143
Within the low density portion of the permitted project, the only runoff conveyance systems
allowed will be vegetated conveyances such as swales with minimum side slopes of 11 (H:V)
as defined in the stormwater rules and as shown on the approved plan.
8. Within the low density portion of this permitted project, no piping is allowed except that
minimum amount necessary to direct runoff beneath an impervious surface such as a road or
to provide access.
9. The runoff from all built -upon area within the drainage area of the permitted high density
stormwater system must be directed into the permitted stormwater control system.
10. The following design elements have been approved for this constructed wetlands stormwater
facility, and must be maintained at design condition:
DA
a.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
1.19
51,768
0
b.
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
35,509
35,509
0
c.
Plant Depth, feet:
1.0
d.
TSS removal eff., %:
85
e.
Design Storm, inches:
1.5
f.
Permanent Pool Elevation, FMSL:
12.0
g.
Permitted Wetland Surface Area, ft2:
5,155
h.
Shallow Land Area, ft2:
1,565
i.
Shallow Water Area, ft2:
2,165
I.
Deep Pool Area, ft2:
1,425
k.
Permitted Temporary Storage Volume, ft3:
4,443
I.
Temporary Storage Elevation, FMSL:
13.0
m.
Controlling Orifice 0":
1.25
n.
Number of Plantings
Shallow Water— Herbaceous:
Shallow Land — Herbaceous / Shrubs / Trees:
541
89 / 37 / 5
o.
Receivin Stream / River Basin:
Brunswick River / Cape Fear
Stream Index Number:
18-77
q.
Classification of Water Body:
SC
It. SCHEDULE OF COMPLIANCE
1. The permittee is responsible for monitoring the project on a routine basis and verifying that the
proposed built -upon area does not exceed the maximum allowed by this permit.
2. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
3. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project must be recorded showing all
such required common areas and easements, in accordance with the approved plans.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 051143
5. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
6. Erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately. The stormwater system shall not be used as an Erosion Control device in the
future. The permittee shall employ those measures necessary to protect the stormwater
wetland system from unnecessary sediment.
7. On October 7, 2013, the facility was certified by an appropriate designer for the system
installed, that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation.
8. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
9. The permittee shall at all times provide and perform the necessary operation and maintenance
procedures as specified in the signed Operation and Maintenance Agreement, such that the
permitted stormwater management system functions at design condition.
10. Records of maintenance activities must be kept by the permittee and made available upon
request to authorized personnel of DEQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
11. Prior to transfer of the permit, the stormwater facilities will be inspected by DEQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
12. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
13. 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. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 051143
III. GENERAL CONDITIONS
1. 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.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to
enforcement procedures pursuant to NCGS 143-215.6.
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions. This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
c. Bankruptcy,
d. Foreclosure, subject to the requirements of Session Law 2013-121;
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
C. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do
not stay any permit conditions.
9. Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 051143
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated and reissued this the 22nd day of July 22.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l..I'Y(Aal'.I�.D /T�JCX
Bnanvvrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
SPEC Leland
Permit No. SW8 051143
Approval
Date.
_ Permit
Action '
BIMS
Version"
Description of the Changes
1/5/2006
Original
Approval
10
3/8/2013
Modification
1.1
-The addition of a constructed
wetland to treat the area of high
density created by the
construction of a piped
collection system.
10/24/2019
Transfer
1.2
From Ronald Saucier to Excel
Leland Properties, LLC
7/22/2021
Renewal
2.0

I-elare(
,
JUL 3 1' 2013 I i
Permit Nurnber: sw_-F05114I 7
(to be provided by Da'Q)
Drainage Area Number:—_1
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BM1' elements noted in the inspaaion will be corrected, repaired or
replaced immediately. 'these deficiencies can affect the inlegrily of structures, safety of the public:, and
the removal efficiency of lhC 13MP.
Important maintenance procedures: .
- Immediately following construction of the slormwalcr Welland, bi-weekly inspaaions will be.
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
No portion of lhC slormwalcr wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
Stable groundcover will be maintained in the drainage area to reducC the sediment load to the
wetland.
Once a year, a dam safely expert should inspect lhC embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
r.BIV1P elementil(2 w. ;, A'w..
(Potential; roblemiw w t} , :, _ . '. ;,
'Howl will,remediate the
Iintirc IiMP _
'Trash/debris is present. -_-._---_
Remove the trash/debris_
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formal.
gully, and then planl a ground cover and
water until it is established. Provide linen
_
and a one -lima fertilizer application.
Vegetation is too short or too long.
Maintain vegetation al an appropriate
Inlet device: pipe or
_ Pile pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
Swale
OffSIIC.
the pipe is cracked or otherwise
Replace the pipe.
Frosion is occurring in the swale (if
Rcgrade the swale if necessary to smooth
applicable).
it over:nd provide erosion conlrol
devices such as reinforced turf malting or
riprap to avoid future problems Willi
erosion.
Penn SW401-Welland O&M-Rev.4
Page I ol'3

Permit Numbcr:
--- -- (ra be provided hp DH'Q)
}13MP,deiiheht:;? v Ysif s
SPoteiltial� roblem:' i
Howl will remediate the problem
Porebay
Sediment has accumula(ed m the
Search for the source of (he sediment and
forebay to a depth that inhibits the
reuredy the problem if possible. Remove
forebay from func(ioning well.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BA11'.
firosion has occurred.
Provide additional erosion pi otcaion such
as reinforced turf malting or riprap if
needed to prevenlfuture erosion
--- - -- — -
--
Weeds are present.
Remove the weeds, preferably by hand. If
if Ifesticide is used, wipe it on the plants
-rather lhmr spraying.
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas_— —
control the algal growth.
Cattails, phragmiles or other invasive
Remove invasives by physical removal or
plants cover 50 % of the deep pool and
by wiping then+ with li slieide ((to not
shallow water areas
spray) - consult a professional.
Shallow land remains flooded more
Unclog the outlet device inur+ccliately.
_than 5 clays after a slonn event.
,ddiseased
--
Plants are dead, of- dying.
Determine (lie ource of the problem:..
soils, hydrology, disease, etc. Remedy llu:
problem and replace plants. Provide a
one -lime fertilizer application to establish
—
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
plantlicalth_
------------
---------------
Scdinient has accumulated and
Search for the source of the sediment and
reducedthe depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or life BMP.
1'.mbankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment,
the tree.
An annual inspection by appropriate
Make all needed repairs. ^
professional shows that the
embankment needs rePair_
Fiticlence of muskrat or beaver activity
Consult a professional to remove muskrats
is )resent.
or Ifeavers.
A1icmpool
Sediment has accumulated and
Search for the,source of the sediment and
reduced the depth to 75% of the
remedy the problern if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
_
or the ]IMP.
Qutlet device-- —
Clogging has occurred------
_
Clean out the outlet device. Dispose of the
sediment off -site.
_-_ _ _—._____._—_...__
, I'hc outlet device is damaged —_--
Erosion or other signs of damage have
Repair or replace the oullel device_ -
COntact the NC Division of Water Quality
Receiving water
---__---- __—_
occurred at the oullel
411 Oversight Unit a( 919-733-1786.
Ponn SW401-Welland O&M-Rev.4 Page 2 01'3

Permit Number: ___ -_
(to he provided by UIT)
I acknowledge and agree by my signature below that I am responsible for,thc perRmnance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:�j ce j�jnNd Y�Gi�e/r es t LLC
l3MP drainage area number:
Print name: Zoe -
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, __ bc.,--C__bJ \ I a Notary Public for the State of
_N-oc4h__CGrDk;(), County of _ 7_ ncV&— , do hereby certify that
personally appeared before me this al!}day of
and acknowledge the due execution of the forgoing slormwater wetland
maintenance requirements. Witness my hand and official seal,
^��ltitQla Su.)i�8g,4
tv
ai�'O.:pSO'
SEAL
My commission expires_W r
Form SW401-Welland O&M-Rcv.4 Page 3 of 3

Permit Number.. G
po be provided by DN'Q)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
Entire BMP
Trash/debris is resent.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
gullies have formed.
Regrade the soil if necessary to remove the
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
Swale
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
offsite.
The pipe is cracked or otherwise
damaged if applicable).
Replace the pipe.
Erosion is occurring in the swale (if
applicable).
Regrade the swale if necessary to smooth
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
ECEIVE
NOV 2 6 2012
Form SW401-Weiland O&M-Rev.4 Page 1 of 3
gy;.__

r
BMP elt
Forebay
Deep pool, shallow water
and shallow land areas
Micropool
Receiving water
Sediment has accumulated in the
forebay to a depth that inhibits the
forebay from functioning well.
Erosion has occurred.
Weeds are present.
Algal growth covers over 50% of the
deep pool and shallow water areas.
Cattails, phragmites or other invasive
plants cover 50% of the deep pool and
shallow water areas.
Shallow land remains flooded more
than 5 days after a storm event.
Plants are dead, diseased or dying.
Best professional practices show that
pruning is needed to maintain optimal
plant health.
Sediment has accumulated and
reduced the depth to 75% of the
original design depth of the deep
pools.
A tree has started to grow on the
embankment.
An annual inspection by appropriate
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
is present.
Sediment has accumulated and
reduced the depth to 75% of the
original design depth.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of damage have
occurred at the outlet.
Form SW401-Wetland O&M-Rev.4
Permit Number:
(to be provided by DOV)
How I will remediate the problem:
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Consult a professional to remove and
control the algal growth.
Remove invasives by physical removal or
by wiping them with pesticide (do not
spray) - consult a professional.
Unclog the outlet device immediatelv.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Prune according to best professional
practices.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Consult a dam safety specialist to remove
the tree.
Make all needed repairs.
a professional to remove muskrats
or beavers.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Clean out the outlet device. Dispose of the
sediment off -site.
I(epair or replace the outlet device.
Contact the NC Division of Water (
401 Oversight Unit at 919-733-1786.
ECEIVE
NOV 2 6 2012
BY:
Page 2 of 3

Permit Number:
(to be provided by DIVA)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:SPEC - Leland
BMP drainage area number: I
Print name:Ronald Saucier
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
�nD_✓i 1 -1 t Y� ``(1 ✓�- , County of IOUQj' do hereby certify that t� X1C � ��,�,�1 h / � O! personally appeared before me this � flay of
�nt�, L, and acknowledge the due executtiinn of the forgoing stor�m�jater wetland
maintenance requirements. Witness my hand and official seal,/}jlpr �, (�LYysls(
C W/,V
IOTA
SEAL
My commission expires_ l� a�� 11I�
r
CEIVE
NOV 2 6 2012
Form SW401-Wetland O&M-Rev.4
of 3

1FM1'H l IN (
Date Re eived
Fee Paid
Permit Number
ao a
a s4a5�
w 5r(
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 051143
2. Project name: Excel Leland Properties, LLC
3. Project street address: 1 1 1 Thomas Garst Ln.
City: 1
28451
County: Brunswick ZIP :
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at., https://deg.nc.gov/about/divisions/enerqV-
min era I-land-resou rces/ene rgy-mineral-Ian d-rules/stormwater-pros ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/abouUdivisions/enerqv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Excel Leland Properties, LLC
2. Signing Official's Name: John Z. Everhart
3. Signing Official's Title: Manager
4. Mailing Address: 165 Vision Dr.
City: Wilmington State: NC ZIP
28403
5. Street Address: 165 Vision Dr.
City: Wilmington State: NC ZIP
28403
6. Phone: [phone] Email: zeverhart(o)excelkids.com
JUL 2 0 2021
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
JZE 1. A permit application processing fee of $505.00 payable to NCDEQ.
JZE 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
NA 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
JZE 4. O&M Agreements, Please select one
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
JZE 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certifications) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
JZE 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
JZE 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
it V
JUL 10 2021 ;
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

'w
D. PERMITTEE'S CERTIFICATION
Z. ,5�de✓1 eyf the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature:_ Date:
NOTARIZATION: �11 \_ _1
I, U m C W /�C t l� 1 I a Notary Public for the State of
Nw, \n Carol io6, County of NeAZ tACiViGJP,— , do hereby certify
that
personally appeared before me
this the day of -Tt.LL 20_2A__, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) G WIN Cy1,
C wlA v �,
A
Notary Signature: 1- -
My commission expires 50em rff' o�O I o�a` I y og \Gar
JUL 10 2021 .
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

1.
-r
Y q. • ✓
���41ri 7i: i'.:••�•

Permit No.
(to be provided by DWCQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and densityfactorscan
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: SPEC — Leland
Contact Person: Ronald Saucier Phone Number: 910-350-1497
Number of Lots: I Allowable Built Upon Area Per Lot*: 42,658
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
It. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• CA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement.
Fonn SWU-104 Rev3.99 Page] of2

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
SA=171,626 sf
Impervious Area=42,658 sf
42,658/171,626 = 24.85%
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
N l a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the
Neuse River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a
restrictive covenant. A copy of the recorded document shall be provided to
DWQ within 30 days of platting and prior to sale of any lots.
C. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if
applicable). [15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99
Page 2 of 2

5vra 35119 3
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
Project name SPEC - Leland
Contact name Garry S. Pape, P.E.
Phone number
Date
Drainage area number
111. DESIGN INFORMATION
Site Characteristics
November 9, 2012
1
a°` W A re,AO
> ti
Drainage area 51,768.00 fe
Impervious area 35,509.00 ff"
Percent impervious 68.6% %
Design rainfall depth 1.50 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth 3.82 in
1-yr, 24-hr intensity 6.25 in/hr
Pre -development 1-yr, 24-hr runoff 2.12 ft'/sec
Post -development 1-yr, 24-hr runoff 5.77 ft'/sec
Pre/Post 1-yr, 24-hr peak control 3.65 ft'/sec
Storage Volume: Non -SA Waters
Minimum required volume 4,318.00 ft'
Volume provided (temporary pool volume) 4,443.00 ft' OK
Storage Volume: SA Waters Parameters ,
1.5" runoff volume ft
Pre -development 1-yr, 24-hr runoff volume ft'
Post -development 1-yr, 24-hr runoff volume ft'
a SEAL r-:
Minimum volume required 031315
Volume provided ft'
Outlet Design �Q
�'� C '�'INE •Q4,`��
Depth of temporary pool/ponding depth (DPe,,$) 12.00 in OK �iigRR S
G
Drawdown time 2.20 days OK////111
ot�Is�7y13
Diameter of orifice 1.25 in OK
Coefficient of discharge (Cc) used in orifice diameter 0.60 (uni0ess)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.33 It Provide calculations to support this diving head.
FES 15 2013 A
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 or 3

Surface Areas of Wetland Zones
c.
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool ,
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (4"cubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
Form SW401-Wetland-Rev.6-11/16/09'
5,155.00 flOK
1,565.00 ft' OK
30% %
2,165.00 it' OK
42% %
652.00It' OK
13% %
773.00It' OK
15% %
5,155.00 ft' OK
0.00 ft
13.00 ft amsl
12.00 ft amsl
11.50 it amsl
10.50 It amsl
10.50 ft amsl
Y (Y or N)
11.50 ft amsl OK
(Y or N)
in
12.00 in OK
6.00 in
OK
18.00 in
OK
18.00 in
OK
N (Y or N) OK
550
400
64
8 and 320
541 Higher density is required.
89 More required if not planting shrubs or trees.
37 More required if not planting herb, and/or trees.
5 More required if not planting herb. and/or shrubs.
FEB 15 ";13
Parts 8V&4-Proje&DesfgrrSurmnary, Page 2 of 3

Additional' Information
Cali the design volume be contained?
Y
(Y or N)
OK
Does project drain to SA waters? If yes,
N
(Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
ft
Are calculations for supporting the design volume provided in the
Y
(Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
Y
(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
7.09 :1
OK
Approximate wetland length
163.00 It
Approximate wetland width
23.00 it
Approximate surface area using length and width provided
3,749.00
ft2
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
Y
(Y or N)
OK
FEB 15 2013
BY:--- ---
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWO)
III. REQUIRED,`ITEMSCHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Page/Plan
n Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
c - 4 3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
L 4. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
G ' 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations (including drawdown calculations).
7. A copy of the signed and notarized operation and maintenance (0&M) aaey,_
8. A copy of the deed restrictions (if required). NOV 2 6 2012G
cf, to 9. A soils report that is based upon an actual field investigation and soil bo s. County soil maps are t an
acceptable source of soils information. B
SW401-Wetland-Rev.6-11/16/09 Part III, page 1 of 1

�l 1
7
State Stormwater Management Systems
Permit No. SW8 051143
SPEC - Leland
Stormwater Permit
Brunswick County
No. SW8 051143
Designer's Certification
JPage 1 of 2
I, S . , as a duly registered Fn .r in
the State df North Carolina, having been authorized to observe edodic ly/weekly/full
time) the construction of the project,
(Project)
for `>&kc�; cr• (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number O -3 1 3 t
Date f o 1 -*1 2VI 3
&4
SEA(
031315 _
•F
i�' •' G�1NEE�.
OCI• Is 1013
BY•

State Stormwater Management Systems
Permit No. SWS 051143
Certification Requirements: Page 2 of 2
tat. The drainage area to the system contains approximately the permitted
acreage.
142.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
43.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
A44.
All roof drains are located such that the runoff is directed into the system.
-ti�5.
The wetland zone elevations are per the approved plan.
.)�s`ti 6.
The wetland is located per the approved plans.
W .
The outlet/bypass structure elevations are per the approved plan.
��8.
The outlet structure is located per the approved plans.
,W9.
Trash rack is provided on the outleVbypass structure.
�10.
All slopes have permanent vegetation.
a11.
Vegetated slopes are no steeper than 3:1.
)tZ12.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
a, 3.
The permitted amounts of wetland zone surface area and volume have
been provided.
�14.
Required drawdown devices are correctly sized and located per the
approved plans.
U15.
All required design depths are provided.
16.
All required parts of the system are provided.
17.
The required number of wetland plantings has been provided as per the
approved plan.
cc:
NCDENR-DWQ Regional Office
Brunswick County Building Inspections
FP,1= FV1
OCT 16 )013
BY'
0--- 0 _. o

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C) 51 y 3
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2U2\ 0-121-
YYYYMMDD

ROY COOPER
caveman
DONNE DELLI-GAT-n
Secretary
BRIAN WRENN
Diraror
July 22, 2021
Excel Leland properties, LLC
Attn: John Z. Everhart, Manager
165 Vision Drive
Wilmington, NC 28403
NORTH CAROLINA
Emrzrm wnW Quality
Subject: PermitRenewal
State Stormwater Management Permit No. SW8 051143
SPEC Leland
Brunswick County
Dear Mr. Everhart:
The Wilmington Regional Office received a complete 8-year Stotmwater Management Permit Renewal Application for
the subject project on July 20, 2021. The Division is hereby notifying you that permit SW8 051143 has been renewed
on July 22, 2021 and shall be effective until March 8, 2029. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of
the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on January 5, 2006 and most
recently transferred on October 24, 2019, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the 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, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
CCy"
:9;; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/arcs: %Stormwater\Permits & Projects\2005\051143 HD\2021 07 permit 051143
cc: NCDEQ-DEMLR Wilmington Regional Office
omn ® �Z- North Carolina Department of Environmental Quality I Division of Energy, Wneral and Land Resources
./ Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

State Stormwater Management Systems
Permit No. SW8 051143
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT
WITH AN AREA OF HIGH DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Excel Leland Properties, LLC
SPEC Leland
111 Thomas Garst Lane, Leland, Brunswick County
FOR THE
construction, operation and maintenance of an overall 30% low density development with one (1)
constructed wetland to treat the higher density areas, in compliance with the provisions of Title 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until March 8, 2029 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This permit covers the construction of a total of 42,236 square feet of built -upon area (BUA),
which includes 35,509 square feet of BUA within the drainage area of the constructed wetland
and 6,727 square feet of BUA within the remaining low density area.
3. The overall tract built -upon area percentage for the project must be maintained at no more
than 30% per the requirements of Section .1005 of the stormwater rules.
4. The stormwater system which treats the runoff generated by the designated high density area
has been approved for the management of stormwater runoff as described in Section 1.10 of
this permit.
5. The low density portion of this project will maintain a minimum 30 foot wide vegetated buffer
between all impervious areas and surface waters.
6. Within the low density portion of the permitted project, all roof drains shall terminate at least 30
feet from the mean high water mark of surface waters.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 051143
7. Within the low density portion of the permitted project, the only runoff conveyance systems
allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V)
as defined in the stormwater rules and as shown on the approved plan.
8. Within the low density portion of this permitted project, no piping is allowed except that
minimum amount necessary to direct runoff beneath an impervious surface such as a road or
to provide access.
9. The runoff from all built -upon area within the drainage area of the permitted high density
stormwater system must be directed into the permitted stormwater control system.
10. The following design elements have been approved for this constructed wetlands stormwater
facility, and must be maintained at design condition:
DA
a.
Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
1.19
51,768
0
b.
Total Impervious Surfaces, ftz:
Onsite, ftz:
Offsite, ftz:
35,509
35,509
0
c.
Plant Depth, feet:
1.0
d.
TSS removal eff., %:
85
e.
Design Storm, inches:
1.5
f.
Permanent Pool Elevation, FMSL:
12.0
g.
Permitted Wetland Surface Area, ftz:
5,155
h.
Shallow Land Area, ft2
1,565
i.
Shallow Water Area, ftz:
2,165
.
Deep Pool Area, ft2
1,425
k.
Permitted Temporary Storage Volume, ft3:
4,443
I.
Temporary Storage Elevation, FMSL:
13.0
m.Controllin
Orifice 0":
1.25
n.
Number of Plantings
Shallow Water — Herbaceous:
Shallow Land — Herbaceous / Shrubs / Trees:
541
89 / 37 / 5
o.
Receiving Stream / River Basin:
Brunswick River / Cape Fear
p.
Stream Index Number:
18-77
q.
Classification of Water Body:
Sc
II. SCHEDULE OF COMPLIANCE
The permittee is responsible for monitoring the project on a routine basis and verifying that the
proposed built -upon area does not exceed the maximum allowed by this permit.
2. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
3. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project must be recorded showing all
such required common areas and easements, in accordance with the approved plans.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 051143
5. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
6. Erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately. The stormwater system shall not be used as an Erosion Control device in the
future. The permittee shall employ those measures necessary to protect the stormwater
wetland system from unnecessary sediment.
7. On October 7, 2013, the facility was certified by an appropriate designer for the system
installed, that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation.
The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
The permittee shall at all times provide and perform the necessary operation and maintenance
procedures as specified in the signed Operation and Maintenance Agreement, such that the
permitted stormwater management system functions at design condition.
10. Records of maintenance activities must be kept by the permittee and made available upon
request to authorized personnel of DEQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
11. Prior to transfer of the permit, the stormwater facilities will be inspected by DEQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
12. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
13. 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. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 051143
III. GENERAL CONDITIONS
1. 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.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215,1, and subject to
enforcement procedures pursuant to NCGS 143-215.6.
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions. This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
C. Bankruptcy,
d. Foreclosure, subject to the requirements of Session Law 2013-121,
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
C. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission, however, these actions do
not stay any permit conditions.
9. Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 051143
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated and reissued this the 22nd day of July 22.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ABn. M
Brian Wrenn, Uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C- Permitting History
SPEC Leland
Permit No. SW8 051143
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
I/5/2006
Original
Approval
1.0
3/8/2013
Modification
1.1
-The addition of a constructed
wetland to treat the area of high
density created by the
construction of a piped
collection system.
10/24/2019
Transfer
1.2
From Ronald Saucier to Excel
Leland Properties, LLC
7/22/2021
Renewal
2.0

r-ela'.e{
JUL
i
2013 i PcnnitNumbcr:5W805u�i3__-.
(to be provided by DIVQ)
Drainage Arca Number. '
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. '['his maintenance record will be kept in a log in a
known set location. Any deficient HMP elements noted in the inspection will be corrected, repaired or
replaced immediately. 'these deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the NMI'.
Important maintenance procedures:
- Immediately following construction of the stormwater ivelland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
-- Once a year, a dam safely expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon rcqucst.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
r+BMP;elementaj+. i,". ,`,<%Potential
ioble'ii? n, ,`�ti`;•„ �` ,,.:How:r-wilhremediatethe;`"'roblem
r.4
Entire IMP __---�
'I'rasl,61ebris is present.---.----
Remove the trash/debris___--`
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
Frilly, and then plant a ground cover and
water until it is established. Provide lime
and a onc--lime fertilizer application.
-
Vegetation is too short or too long. -
Maintain vegetation al an appropriate
_
__height
Inlet device: pipe or
The pipe is clogpcd (if applicable).
Unclog the pipe Dispose of the sediment
Swale
offsilc.
The pipe is cracked or otherwise
Replace the pipe.
damaged (ifapplicoblc). _— ------
---- -- --- - __—
Erosion is occurring, in the Swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting, or
riprap to avoid future problems with
erosion.
Form Sw401-Welland O&M-Revt1
I'age I o f 3

Forebay
Deep pool, shallow water
and shallow land areas
]:urban
Outlet device
Receiving water
Sediment has accumulated in the
forebay to a Clepth that inhibits the
Porebay from functioning, well.
Erosion has occurred.
are present.
Algal growth covm:s over 50% of the
tee pool and shallow water areas.
Cattails, phragnliles or other invasive
plants cover 50% of the deep pool and
shallow water areas.
Shallow land re
nains flooded more - than 5 days after a slorm event., -
are dead, diseased or
Best professional practices show that
pruning is needed to maintain optimal
plant health.--
Sediment has accumulated ands_.__.._.
reduced the depth to 75% of the
original design depth of the deep
pools.
A tree has started to grow on
embankment.
An annual inspection by appropriate
professional shows that the
embankment needs repair. _- —
E:videnm of musket or beaver activity
is present_____
Seclinrent has accumulated and
reduced the depth to 75% of the
original design depth.
occurred.
The outlet device is damaged
I..rosion or other signs of clanrage have
occurred at the oullel.
Form SW401-Welland O&M-Rev.4
Permit Number: _
---- -- (to be pros,ded by Dn'Q)
bearch Wr Me source of ill(, sedtnlem and
remedy the problem if possible. Remove
the sediment and dispose of it in a locution
where it will not cause impacts In streams
or the 13MP.
Provide additional erosion protection such
as reinforced turf mallingor riprap if
neecled to prevent future erosion
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather Than s era yin .
Consult a professional to remove and
_control Ihcalgal growth.--. - .- -
Remove invasives by physical removal or
by wiping them with lxsticide (do not
spray) - consu It a professional.
Unclog, the outlet device immediately.
Determine the source of the problem:----_�
soils, hydrology, disease, etc. Remedy file
problem and replace plants. Provide a
one -lime fertilizer application to establish
the -g----` round cover if necessary.__.._....-_-.._..__._--
Prune according to best professional
practices.
Search for the source of lire sediment and
remedy the problem if possible. Remove
file sediment and dispose of it in a location
where it will not cause impacts to streams
or the film 1'.
Consult a dam safely specialist to remove
the
Make all needed repairs.
Consult a professional to remove muskrats
or beavers. _ _
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the liMR
C:Iean out the outlet device. Dispose of the
sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water Quality
-
401 Oversight Unit at 919_733_1786_ —
Page 2 of 3

Permit \'umber.
— -- (to he pror2ded by DIPQ)
I acknowledge and agree by my signature below that I am responsible for,thc performance of the
maintenance procedures listed above. 1 agree to notify D`v1'Q of any problems with the system or prior
to any changes to the system or responsible party.
Project name:--j!—��xC_C��Javo�
IMP drainage area munber:
Print name: e�Qc�ctNT—
fitle:
ndaress:Jll 7L)wto6 Cars Lank-, LeLov /EC -,2VgSl
Note: 'I he legally responsible parry should not be it homeowners association unless more than 50% of the huts have been
sold and a resident of the subdivision has been named the president.
I, _1n1 JAa a Notary Public for the State of
County of _ _ ngl i , do hereby certify that
Z.aC _ r�rl- --------_---.------.-___. personally appeared before me this ��}clay of
a,016_, and acknowledge the due execution of the lbrgoing slormwater wetland
maintenance requirements. Wi0tess my hand and official seal,
�ao:aeDeaau.Ird,
;,.'• ..-..,.,:'ram a,.
2
010
SEAL
My commission expires S469n\Der
r
Form SW40I-Welland O&M-Rev.4 Page 3 of 3

Permit Number.-�Gy2 O�_!5 �
(Io he provided by DIVQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potential`problem:'
How I will remediate the roblem:
Entire BMP
Trash/debris is resent.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
swale
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
CCIEIVE
NOY 2 6 2012
Form SW401-Wetland O&M-Rev.4 BY: __ — Page 1 of 3

Permit Number:
(to be provided by DIVO
BMP element:
Potentialproblem:
How I will remediate theproblem:
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
forebay from functioning well.
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
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. [f
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
and shallow land areas
Algal growth covers over 50% of the
deep pool and shallow water areas.
Consult a professional to remove and
control the algal growth.
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas.
spray) - consult a professional.
Shallow land remains flooded more
than 5 days after a storm event.
Unclog the outlet device immediately.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
probiem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
plant health.
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment.
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage have
occurred at the outlet.
Contact the NC Division of Water Quality
401 Oversight Unit at 919-733-1786.
IECEI0® E
Form SW401-Wetland O&M-Rev.4 NOV 2 6 2012 Page 2 of 3

Permit Number:
(lobe provided by DMQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:SPEC - Leland
BMP drainage area number: I
Print name:Ronald Saucier
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, �no,_ C. a Notary Public for the State of
�QO�✓���l�l u f���(� , County of KW �,J42" do hereby certify that t�
personally appeared before me this _ 1 day of
and acknowledge the due executi n of the forgoing storm water wetland
maintenance requirements. Witness my hand and official sealC, L%/n1
``puanuq��
•��� P C'„ W..tiNC ��i
_ rU
SEAL
My commission expires_1�
Form SW40 I -Wetland O&M-Rev.4
ECEIVE
NOV 2 6 2012
BY: 3 of 3

)EMLK I
Date Re 4eived
Fee Paid
Permit Number
av 191
-t;::, TK 7a 4 o5—
u)(Y 5 it
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 051143
2. Project name: Excel Leland Properties. LLC
3. Project street address: 1 1 1 Thomas Garst Ln.
City: I
28451
County: Brunswick ZIP :
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
mi nera I-land-resources/en ergs -min era I -la nd-ru les/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-minera l-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Excel Leland Properties, LLC
2. Signing Official's Name: John Z. Everhart
3. Signing Official's Title: Manager
4. Mailing Address: 165 Vision Dr.
City: Wilmington State: NC ZIP
28403
5. Street Address: 165 Vision Dr.
City: Wilmington State: NC ZIP
28403
6. Phone: [phone] Email: zeverhart(a)excelkids. com
JUL 2 0 2021
BY_
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
JZE 1. A permit application processing fee of $505.00 payable to NCDEQ.
JZE 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner,
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
NA 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
JZE 4. O&M Agreements, Please select one:
® 1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
JZE 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
JZE 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
JZE 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
JUL 2 0 2021
k
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
k", Z, z5yey- a,4" , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: !/— Date:
Li S(1_ C- Ur T )6I , a Notary Public for the State of
Nark\-, CGyO \3r)& County of N" lA&V'1 V(2e- , do hereby certify
execution of the forgoing instrument.
(Notary Seal)
personally appeared before me
-, and acknowledge the due
.—)
Witness my hand and official seal,
Notary Signature: L r, C. W'J"ex
My commission expires SqpQrl rid! 2I30Q,
C
a.' I
JUL 2 0 2021 ;
BY_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

.l�`i d.�G �i1:.a
'�� � �):.
:�t t` ` � ?r 'Fi
Yj
�l
'�� � '' ,... ` s ` .
Qj 'u C.:� �1�

Permit No.
(to be provide by DWQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 21-1 .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: SPEC — Leland
Contact Person: Ronald Saucier Phone Number: 910-350-1497
Number of Lots: 1 Allowable Built Upon Area Per Lot*: 42,658
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• CA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page I oft

4 \
(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
SA=171,626 sf
Impervious Area=42,658 sf
42,658/171,626 = 24.85%
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
`H a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the
Neuse River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a
restrictive covenant. A copy of the recorded document shall be provided to
DWQ within 30 days of platting and prior to sale of any lots.
C. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if
applicable). [15A NCAC 2H .I007(2)(b)]
Form S WU-104 Rev 3.99 Page 2 of 2

/ems 04. W AT
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I.rPROJECT INFORMATION,
Project name
SPEC - Leland
Contact name
Garry S. Pape, P.E.
Phone number
910-442-7870
Date
November 9, 2012
Drainage area number
1
IL DESIGN INFORMATION
Site Characteristics
Drainage area 51,768.00 ftz
Impervious area 35,509.00 ftZ
Percent impervious 68.6% %
Design rainfall depth 1.50 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth 3.82 in
1-yr, 24-hr intensity 6.25 in/hr
Pre -development 1-yr, 24-hr runoff 2.12 ft3/sec
Post -development 1-yr, 24-hr runoff 5.77 ft3/sec
Pre/Post 1-yr, 24-hr peak control 3.65 ft3/sec
Storage Volume: Non -SA Waters
Minimum required volume 4,318.00 ft3
Volume provided (temporary pool volume) 4,443.00 ft3 OK
S 5 ra9noffovo ume SA Waters Parameters ft3
Pre -development 1-yr, 24-hr runoff volume ft3
Post -development 1- r, 24-hr runoff volume ft3 = _
p y a SEAL
Minimum volume required ft3 _ 031315 —
Volume provided ft3
Outlet Design �� G FIGINt, Q�,\\��
Depth of temporary pool/ponding depth (DP.) 12.00 in OK ���igRRY S.
Drawdown time 2.20days OK 7///III
l I �\
0 Z (I
Diameter of orifice 1,25in OK
Coefficient of discharge (Cc) used in orifice diameter 0.60 (unitless)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.33 ft Provide calculations to support this driving head.
FEB 15 2013
Form SW401-Welland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
5,155.00 ft'
OK
Shallow Land
1,565.00 ft'
OK
The shallow land percentage is:
30% %
Shallow Water
2,165.00 ft'
OK
The shallow water percentage is:
42% %
Deep Pool ,
Forebay portion of deep pool (pretreatment)
652.00 ftZ
OK
The forebay surface area percentage is:
13% %
Nan-forebay portion of deep pool
773.00 ft'
OK
The non-forebay deep pool surface area percentage is:
15% %
Total of wetland zone areas
5,155.00 ftZ
OK
Add or subtract the following area from the zones
0.00 ft,
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
13.00 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
12.00 ft amsl
Shallow Water bottom
11.50 ft amsl
Most shallow point of deep pool's bottom
10.50 ft amsl
Deepest point of deep pool's bottom
10.50 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
Y (Y or N)
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
11.50 ft amsl
OK
This design meets Option #2,
(Y or N)
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
in
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
18.00 in
OK
Deep Pool (deepest)
18,00 in
OK
Planting Plan
Are cattails included in the planting plan?
N (Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container)
550
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR
400
Shrubs (1 gallon or larger), OR
64
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
8 and
320
Number of Plants provided in Shallow Water Area:
Herbaceous (Ccubic-inch container)
541
Higher density is required.
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
89
More required if not planting shrubs or trees.
Shrubs (1 gallon or larger)
37
More required if not planting herb. and/or trees.
Trees (3 gallon or larger) and
5
More required if not planting herb. and/or shrubs.
Grass -like Herbaceous (4+ cubic -inch)
V�r 1
FEB 15 2013
Form SW401-Wetland-Rev.6-11/16/09
Parts v nd-NrPrajecF9esi9rt-Summary, Page 2 of 3

' Addilional'Information
Cali the design volume be contained?
Y
(Y or N)
OK
Does project drain to SA waters? If yes,
N
(Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
ft
Are calculations for supporting the design volume provided in the
Y
(Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
Y
(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
7.09 :1
OK
Approximate wetland length
163.00 It
Approximate wetland width
23.00 fl
Approximate surface area using length and width provided
3,749.00
ft
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
Y
(Y or N)
OK
FEB 15 2013
BY:-- -
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
III., REQUIRED ITEMS CHECKLIST
r
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials
Page/ Plan
�
rr Y
Sheet No.
Q1w>
1. Plans (1' - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Plan details (1"= 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
L " 4
3. Section view of the wetland (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
L
4. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
4
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations (including drawdown calculations).
6&�V�
7. A
copy of the signed and notarized operation and maintenance (0&M) ame"
8. A copy of the deed restrictions (if required). NOV 2 6 2012
>
9. A County t
soils report that is based upon an actual field investigation and soil bo S. soil maps are an
acceptable source of soils information. B
SW401-Wetland-Rev.6-11/16/09
Part III, page 1 of 1

e
SPEC - Leland
Stormwater Permit
Brunswick County
No. SW8 051143
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 051143
J Page 1 of 2
I, S . r , as a duly registered in
the State df North Carolina, having been authorized to observe(5eriodic ly/weekly/full
time) the construction of the project,
c- C
(Project)
for A.. I A i t r (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number 3 13 ! Y, _ SFAC =
031315
! 0 -7-/ ZVI 3 �` Date �G/NEED.' \\Z.
�4i � U 1t11�
tr
BY'

'1 A.
State Stormwater Management Systems
Permit No. SW8 051143
Certification Requirements: Page 2 of 2
�d1. The drainage area to the system contains approximately the permitted
acreage.
1,42.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
143.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
�4.
All roof drains are located such that the runoff is directed into the system.
A��5.
The wetland zone elevations are per the approved plan.
11�s%0 6.
The wetland is located per the approved plans.
W .
The outlet/bypass structure elevations are per the approved plan.
1r-D8.
The outlet structure is located per the approved plans.
9.
Trash rack is provided on the outlet/bypass structure.
10.
All slopes have permanent vegetation.
11.
Vegetated slopes are no steeper than 3:1.
k,�e12.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
)-33.
The permitted amounts of wetland zone surface area and volume have
been provided.
/�
I14.
Required drawdown devices are correctly sized and located per the
approved plans.
15. All required design depths are provided.
t116. All required parts of the system are provided.
7. The required number of wetland plantings has been provided as per the
approved plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
OCT 16 )�t3
BY•