SW8111006_CURRENT PERMIT_20220728 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 11 l0 0 6
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o22 07 28
YYYYMMDD

ROY COOPER
Governor
EIJZABETH S. BISER
Secretary
BRIAN WRENN
Director
July 28'h, 2022
Sequin Family Holdings, LLC
Attn: Willard Sequin, Member / Owner
104 Caswell Beach Rd
Caswell Beach, NC 28465
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 111006
Fastenal Company Building
Brunswick County
Dear Mr. Sequin:
Effective August I, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR" ). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on July 28t°, 2022. The Division is hereby notifying you that permit SW8 111006 has been
renewed, updated, and re -issued on July 28`s, 2022, as attached. Please be aware that the renewal and re -issuance
of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until November 4', 2029 and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
all 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.
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan McPeake in the Wilmington Regional Office, at [phone] or
[e-mail].
Sincerely,
G� WA
O,,Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: AttachmentC— PermittingHistory
Renewal Application Documents
DI:S/DM: \\\Stormwater\Permits & Projects\201 1\1 11006 HD\2022 07 permit 111006
cc: Wilmington Regional Office Stormwater File
rfl�ftrn
Q�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 111006
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Seguin Family Holdings, LLC
Fastenal Company Building
Wood Treatment Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the provisions of
Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter collectively and separately referred to as
the "stormwater rules') and as outlined in the application, approved stormwater management plans,
supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached and/or
on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR"). The project shall be constructed, operated and maintained in accordance with these
approved plans and specifications. The approved plans and specifications are incorporated by
reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until November 4", 2029 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 on page 2 of this permit. The stormwater control has been designed to
handle the runoff from 15,623 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on page 2 of
this permit, and as shown on the approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 111006
6. The project shall provide a 50' wide vegetated buffer adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of
bank of both sides of streams and rivers, and the mean
high-water line of tidal waters.
7. The following design criteria have been permitted for
the infiltration basin and must be
provided and maintained at design condition:
a. Drainage Area, acres:
0.59
Onsite, ftz:
25,700
Offsite, ftz:
N/A
b. Total Impervious Surfaces, ftz:
15.623
Onsite, ftz:
15,623
Offsite, ftz:
N/A
C. Design Storm, inches:
1.5
d. Basin Depth, feet:
0.59
e. Bottom Elevation, FMSL:
63.15
f. Bottom Surface Area, ftz:
3,210
g. Bypass Weir Elevation, FMSL:
63.71
h. Permitted Storage Volume, ft3:
1,971
i. Predevelopment 1 yr 24 hr peak flow, cfs:
0.29
j. Post -development 1 yr 24 hr peak flow, cfs:
0.91
k. Type of Soil:
leon fine sand
I. Expected Infiltration Rate, in/hr:
5
M. Seasonal High Water Table, FMSL:
61.12
n. Time to Draw Down, hours:
24.6
o. Receiving Stream/River Basin:
Ut to Sturgeon Creek / Lumber
P. Stream Index Number:
18-77-1
q. Classification of Water Body:
"C;Sw"
It. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow spreader,
catch basins, piping and vegetated filter.
g: A clear access path to the bypass structure must be available at all times.
4. 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.
5. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
6. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 111006
Records of maintenance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were taken.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
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.
10. 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.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8 111006
TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions have
been met and that the project and the on -site stormwater system complies with the
permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made.
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8 111006
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which may be imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to
NCGS 143-215.6.
Permit renewed, updated, and reissued this the 28`" day of July, 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�
Brian Wrenn, DirectOr
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Fastenal Company Building
Permit No. SW8 111006
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
1 1 /4/201 1
Original
Approval
1.0
7/28/2022
Renewal
2.0
Expires 11/4/2029

Permit Number:s�Y///nafO
(Io be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement A/j-# /la20
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present,
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
OCT 18 2011
Form SW401-Infiltration Basin O&M-Rev.3

The
treatment area
The embankment
The receiving water
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs reoair.
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
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 problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
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. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean 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.
OCT 18 2011
Form SW401-Infiltration Basin O&M-Rev.3
Page 2 of 3

Permit Number:
(to be provided by DN'Q)
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:Fastenal Company Building
IMP drainage area number:
Print name:SeRuin Family Holdings LLC / Angie C. Ball
Title:Treasurer
Address:1980 Wood Treatment Road Leland NC 28451
tr
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, df f.�Q� Y %CG illp0 a Notary Public for the State of
y%}fZZ G.e%�Laa , County of Q{SLi�dr[rtGd� do hereby certify that
(!l/Lltlr 4�0�7� personally appeared before me this
day of ©&d4k-+—J D i , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
U.
d5o
AUE�i_1G
SEAL
My commission expires X— 0-a0/.2--
OCT 1 6 2011
Form SW401-Infiltration Basin O&M-Rev.3
Page 3 of 3

DEMLR USE ONLY
Wt.iece'4ed
Fee Paid
permit Number
11
f
D
STATE STORMWATER:
PERMIT INFORMATION UPDATE APPLICATION FORM
There Is NO FEE for updating project name orpermittee In/ormatton.
This form Is to only to be used by the current permittee to notify the Division of,
1) changes to the Point or Contact (signing official) for the current permittee (LLC, Corporation, HOA or PDA);
2) changes to the mailing address, phone number or email address of the current permittee;
3) changes to the name of the project, and
4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS.
A. NEW PERMIT INFORMATION
State Stonnwaler Permit Number. 5 V ib I I 100
Are you updating
(check all that apply):
If so, please provide the updated information:
Project name
Corporation Name'
Permit Contact Namez
Permit Contact Title
Mailing Address'
V -
Phone number
Email address
Provide documentation such as a Name Change / Merger filed with the NCSOS.
} Provide supporting documentation such as NCSOS filing. The permit contact's positron must be In
accordance with 15A NCAC 02H .10401y_
If more than one point of contact or mailing address is being changed, please attach a separate sheet.
B. CERTIFICATION. OF PERMITTEE
I, `W i I1 a the current permittee, hereby notify DEMLR that I am making the changes as listed
in Section A above. I furthe ttest that this application for an update to the permit information currently on file is accurate
and complete to the best of my ((k'nn�owleddge.
Slgnalurek QJ o Rn Date: LU I I
a Notary Public for the
State of
County,L,VA NA1�i CL , do hereby certify that
personally appeared before me this the day of , 201= and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
az� 1�1
4:z ,
AIN 2
(Notary Seal)

Notary Signatun
My commission
ItevMW2016
JUANITA RUST
Notary Public. North Caroline
Brunswick County
My Commission Ex➢im
30 2026
JUN 17 2W V'J
RV.

DEMLR USE ONLY 0 0
Date R
ived
Fee Pad
permit Number
0.7JiSo"
llloo
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 21-1.1045(R 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 761)
Sect/on 60.(c). This application form is forpermit renewals only.
A.
B.
PROJECT INFORMATION
I. State Slormwater Permit Number:
2. Project name: -aOciil frL-
3. Project street address:
:V�B IIICn(
� Pr�u_i f dc�
City: County: "Y/t' M V V (LlP I
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 for a Major
Modification or Minor Modification Application form available at Jittos:/Idea, ne.goviabouttdivisions/enlIgy_
mineral-land-resou rcestene rgy-mine ral-land-rules/stonnwater-oroaraMgost-construction.
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. httpsJ/dea. nc.aov/about/divisionsleneray-mineral-land-
automatically tronsf
I. Current Permit H
2. Signing Official's
3. Signing Official's
4. Mailing Address:
—ZIP:
Permits do not
er
with the sale of the property
older's Company Name/Organization: "N • 1 " "'Q
Name: (I I N.{ 1 Se
Title: D V " , Q/v
ok Cow a
/ City ' V v State:
5. Street Address: VV// �:5ft ^^, n
City: _ State:
_ZIP: _ /,'/
6. Phone:( Dom/�e9U:n Za465 ®9M0.;�•COM
0
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
JUN 2 7 2W

Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that
Include gU required items listed below will be accepted and reviewed.
1"Id I ch Item below to Indicate that the required Information Is provided In the application package:
1, A permit application processing fee of $505.00 payable to NCDEQ.
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 Ad;"
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
I. Letter of authorization signed by one of the signatories noted in a — e above
authorizing the signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original
permit that have not yet been received by DEMLR, including: deed restrictions, protective
covenants, candominiumlplanned community declaration and easements. If the project has been
built, include documentation that the maximum BUA per lot or maximum total BUA has not been
exceeded. If the project has not been built, include a signed agreement that the final recorded
deed restrictions and protective covenants will be submitted at a later date.
_ 4. O&M Agreements, Please select one:
v l have a copy of the anent recorded O&M Agreement for all SCMs, and I will continue
to keep this on file with the permit; or
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
_ 5. 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.
0. OF APPLICABLE] If the project has been built, one original herd copy and one electronic
copy of a signed, sealed, and dated letter from a licensed professional stating that the SCMs have
been inspected, and that they have been built and maintained in accordance with the permit.
7. (IF APPLICABLE] When the permittee is a corporation or a limited liability corporation
(LLC): Provide one hard copy and one electronic copy of documentation from the NC Secretary of
Slate, 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).
htlns:/Aaww.sosnc.aov/online services/search/bv tM_Business Registration
D. PERMITTEE'S CERTIFICATION
JUN 27 2M
�r,� ,t1 BYr
I, V V i 1104 Se q tk ( ✓\ , the person legally responsible for the permit, certify that I have
a copy of the of the Permit and 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.
Signalure:Iu� 1_1001"A Date: 7 '8F2r-
1177
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) I NalmY ftW NOM O OW
My COfRfltWM
Notary
My commission expires
Stormwater Permit Renewal Form Page 1 of 3 May 11. 2018
a Notary Public for the State of
do hereby certify
mrsonalty appeared before me
and acknowledge the due
JUN 2 7 20 j
BY L)If

Permit No. SW'6 M006
(to be provided by DWq)
AWA STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled oul and submitted along with all of the required information.
Fastenal
Contact Person
Phone Number
Date
Drainage Area Number
04 W ATEq `
0
> g
o �
II. DESIGN INFORMATION
Site Characteristics
Drainage area
25,700.00
ry1
Impervious area
15,623.00
It
Percent impervious
60.79
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak Flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
330
in
2.46
inlhr
0.29
ft'/sec
0.91
fit'/sec
0.62
hIlsec
1,922.00 ft'
1,971.00 tt'
ft'
ft'
ft'
ft'
Its
leon - fine sand
5.00 in/hr
61.12 fmsl
1.01 days
3.00
:1
6115
fmsl
63.71
fmsl
3,829.00
ryz
64.50
fmsl
164.40 It
19.63 It
3,210.00 flz
OK for non -SA waters
OK
OK
OK
Form SW401-Infiaration Basin -Revs 11Apr2011 Parts I. & II. Design Summery, Page 1 of 2

'
Permit No.
(to be provided by DWq)
Additional Information
Maximum runoff to each inlet to the basin?
NIA
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
NIA
ft
OK
Distance to structure
16.80
ft
OK
Distance from surface waters
NIA
it
OK
Distance from water supply well(s)
N/A
ft
OK
Separation from impervious soil layer
73.50
ft
OK
Naturally occuring soil above shwt
2.33
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
N/A
(Y or N)
OK
Capures all runoff at ultimate build -out?
- Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
sheet flow and grassed swales
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. all. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate 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.
Pagel Plan
Sheet No.
C_ ?I
Cto
071
CIO
Clie
1. Plans (1" - 50' or larger) of the entire site showing: C2.
- Design at ultimate build -out, c 1 4 C.Z
- Off -site drainage (if applicable), N (A-
- Delineated drainage basins (include Rational C coefficient per basin), q<. Srhwr
- Basin dimensions, Gb
-Pretreatment system,C.Z —5-��✓ $ Swqu.�3
-High flow bypass system, r.t) k 5 tS CALL-5
-Maintenance access, tr0 orn( 5r,,rjLZ- 104444;,L
- Proposed drainage easement and public right of way (ROW), µ(s} bj=�tn on S,$6 .e 1044 rcc_
- Overflow device, and L2
-Boundariesofdrainageeasement. t4e420r-f S-1 -151.6 P44rE'-
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure, ") h-
- Maintenance access, L 7-
- Basin bottom dimensions, C In
-Basin cross-section with benchmark for sediment cleanout, C(.
-Flow distribution detail for inflow, C 2
- Vegetated filter, and r.l(A.
-Pretreatment device. Svbx-rl?trw+ S %JAtZ5 c1-
3. Section view of the infiltration basin (1" = 20' or larger) showing: C.(v
- Pretreatment and treatment areas, and 5Plrk r PL" •F 5w4t d75
Inlet and outlet structures. (4p
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
jfj 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
L_
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
REC I VED
OCT 18 2011
Y:
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

' V\
Fastenal Company Building
Stormwater Permit No. SW8 111006
Brunswick Countv
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 111006
t4t 11676
IM l
I, John Phillip Norris , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Fastenal Company Build
for Seguin Family Holdings, LLC (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 included in the Certification.
Noted deviations from approved plans and specification:
SignE
Regi:
Date
SEAL
R t E ) L� t
1
Page 6 of 7

_{nlijr ii ;FC�.
3 � om y}y, ...
-�aat .�'. a
a.1 .` e' ..
�� "t ri
�T-F
"yi �l'^

State Stormwater Management Systems
Permit No. SW8 111006
Certification Requirements:
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
roof drains are located such that the runoff is directed into the system.
The bypass structure weir elevation is per the approved plan.
bypass structure is located per the approved plans.
A Trash Rack is provided on the bypass structure.
All slopes are grassed with permanent vegetation.
slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
- provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

SOSID: 739574
Date Filed: 8/18/2004 3:45:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200422900023
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
I. The name of the limited liability company is Seguin Family Holdings, L.L.C.
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (lf no date for dissolution is specified, there shall be
no limit on duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both).
Rick E. Graves -Organizer Only
c/o Webb & Graves, P.L.L.C.
5725 Oleander Drive, Suite C-3
Wilmington, NC 28403
4. The street address and county of the initial registered office of the limited liability company
is:
Number and Street 122 Caswell Beach Road
City, State, Zip Code Caswell Beach, NC 28465 County Brunswick
5. The mailing address if different from the street address of the initial registered office is:
6. The name of the initial registered agent is: Willard J. Seguin
Check one of the following:
_(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
7{ (ii) Manager -managed LLC: except as provided by N.C.G. S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members. R r ll IE ^
OCT 19 2011

8. Any other provisions which the limited liability company elects to include are attached.
9. These articles will be effective upon filing, unless a date and/or time is specified:
This the `mot day of, 2004.
R ck E. Graves, Orgairizer
F:IWPDIRWORPl,S..nFamily Holding; LLCWMdjoJDr8nniI.PO4 Pd

a
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF I.IMI'1'GD I.IABII..ITY COMPANY: Seguin Family Holdings, L.L.C.
SECRETARY OF STATE L.L.C. ID NUMBER: 0739574
NATURE OF BUSINESS: Holding Company for Bnsivess Property
RBGIS'ITREDAGENI': Seguin, lVillardJ
REGIS'CFRED OFFICE MAILING ADDRESS: 122 Caswell Bench Road
Caswell Beach, NC 28465
E-Filed Annual Report
-I-0-6508184
Do not data enter manually.
STATE OF INCORPORATION: NC
REGIS'IERI D OFFICE STREET ADDRESS: 122 Caswell Beach Road
Caswell Beach, NC 28465 Brunswick CounN
PRR4CIPN.OFFICE TELEPHONE NUMBER: 910-278-6698
PRINCIPAL, OFFICE MAILING ADDRESS: 122 Caswell Beach Rd.
Caswell Beach, NC 28451
PRINCIPAL, OFFICE S"1'REIs f ADDRESS: 122 Caswell Beach Rd.
Caswell Beach, NC 28451
MANAGERS/MEMBE, RS/ORGANIZERS:
Name: RoseESeguin
Name: WillardJSegnin
Title: dfember
Title: Member
Address:
Address:
122 Caswell Beach RD
122 Caswell Beach Road
Caswell Beach NC 28465
Caswell Beach NC 28465
CERTIFICATION OF ANNUAL REPORT MUST BI's COMPLI LED BY ALL LIMITED LIABILITY COMPANIES
Rose F. Seguin
FORM MUST BE SIGNI7D I3Y A MANAGER/MEMBER
Rose E Seguin
TYPE OR PRINT NAM F,
04/15/2011
DATE
Member
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Cmporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525
61

Seguin Family Holdings, LLC
1980 Wood Treatment Road
Leland, NC 28451
910-371-2711
Opening:
The regular meeting of the Seguin Family Holdings. LLC was called to order at 9am on
September 1, 2011 in Leland, NC by Rose Seguin.
Present:
Rose E Seguin, Willard J Seguin, Angela C Ball
A. Approval of Agenda
The agenda was unanimously aproved as distributed.
B. Approval of Minutes
The minutes of the previous meeting were unanimously approved as distributed.
C. Open Issues
Approval for Angela C Ball, Treasurer to act on Seguin Family Holdings, LLC's behalf
pertaining to all issues that arise from the construction project located at the intersection of
Highway 74/76 and Wood Treatment Road in Leland, NC. Duties to include but are not limited
to obtaining permits, contracts, construction decisions, etc.
D. New Business
None
Adjournment:
Meeting was adjourned at 9:45am by Rose Seguin.
Minutes submitted by: Rose Seguin
Approved by: Willard J Segui