SW8040215_CURRENT PERMIT_20220708 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (+ 02 5
DOC TYPE
M CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oa O% 09
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
July 8, 2022
Hunter & Bundy, LLC
Attn: William S. Hunter, Manager
505 Mill Road
Goldsboro, NC 27532
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 040215
Eastern Aluminum Storage Facility
Onslow County
Dear Mr. 1-hinter.
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.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on July 1, 2022. The Division is hereby notifying you that permit SW8040215 has been
renewed, updated, and re -issued on July 8, 2022, as attached. As requested, a copy of the current operation and
maintenance agreement is also enclosed. 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 March 3, 2026, which includes all available extensions, 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
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincere.
4�
Y,-,Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
D_E 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
.Y_z 4 910.796.7215

State Stormwater Permit No. SW8 040215
Page 2 of 2
Enclosures: Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits & Projects\2004\040215 HD\2022 07 permit 040215
cc: Wilmington Regional Office Stormwater File .
D E QJ� 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 2&405
910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 040215
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Hunter & Bundy, LLC
Eastern Aluminum Storage Facility
1124 Halltown Road, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 (hereafter 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 March 3, 2026 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
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 stormwater system has been approved for the management of stormwater runoff as
described on page 2 of this permit. The stormwater control has been designed to handle the
runoff from 57,988 square feet of impervious area. This pond must be operated with a
vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans. The built -upon area for the future development is limited to 1,740 square
feet.
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 040215
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. A permit modification must be submitted
and approved prior to the construction of additional built -upon area from outside of the
approved drainage area.
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, sq. ft.:
Offsite, sq. ft.:
Total Impervious Surfaces, sq. ft.:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, sq. ft.:
Permitted Storage Volume, cubic ft.:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, cubic ft.:
II. SCHEDULE OF COMPLIANCE
Eastern Aluminum Storage Facility
SW8 040215
Onslow County
Mr. William S. Hunter
Hunter & Bundy, LLC
505 Mill Road
Goldsboro, NC 27534
July 1, 2022
Northeast Creek / White Oak
19-16-(0.5)
"SC NSW'
1.70
74,052
none, per engineer
57,988
5.0
85% (a 30' vegetated filter is required)
39.0
2,981 @Permanent Pool
5,283
40.51
1" � (drawdown in 2-5 days)
1,202
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.
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 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 outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 040215
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
6. 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.
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.
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.
9. 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.
10. The permittee must maintain compliance with the proposed built -upon area and ensure that
the runoff from all the built -upon is directed into the permitted system.
11. 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.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8 040215
12. The permittee must maintain the current permitted drainage area. No additional runoff from
outside of the permitted drainage area boundary may enter the permitted stormwater facilities
without first applying for and receiving a permit modification.
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).
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.
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.
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8 040215
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.
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 8th day of July 2022.
NORTH CAROLINA ENVIROj1MENTAL MANAGEMENT COMMISSION
r_� i 1 , 7 O
;Brian Wrenn, t7ReCtcSY"
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C- Permitting History
Eastern Aluminum Storage Facility
Permit No. SW8 040215
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
3/3/2004
Original
Approval
10
12/12/201 I
I'lan
Revision
1 I
Additional gravel lot to west
side of the building;
additional 5,760 sq ft of
impervious area was added;
future impervious limited to
1,740 sq ft
7/8/2022
Renewal
2.0
Expires March 3, 2026

OEMLR USE ONLY total
Date ived
Fee Paid
Permit Number
i
5055
Y68 pt o 5
NC DEO 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 fora 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
JUL 01 2022
BY:
1. State Stormwater Permit Number: 1 a w D
�_q0a�
2. Project name:�c,;%j11_h1 nIt)U lIY-11-3
Fncl,ji
3. Project street address:/ f 17QI I i ?t)
City: ur CNnsl Ie. N,County:Lh_,3_/Z(AZZip: ApcTW
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: httpl//deq.nc.gov/about/divisions/energy_
mineral-land-resources/ene ray-m i nera I-land-rules/stormwa ter-orogra m/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://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-proo ram/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/OrganizatioL•LC'
I .1
2. Signing Official's Name: 1. l I 1 Q rK S• HcA n r
3. Signing Otcial's Title:
4. Mailing Address:
ry ity: fIdsboro State: IN�cl
5. Street Address: _ ,Sn YYl e as a h n J e
City: State: _
_ZIP: gyp_ ����,J
6. Phoneq f )9�53 Email: �t #62A. .,�i. '►' (,(I )��:Ild�l . C crv\­
https://deq.nc.gov/media/l0628/downIoad
6127122, 5:42 PM
Page 1 of 3

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:
W 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;
0
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
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, 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.
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
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.
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.
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.
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). pm,
https://wwwsosnc.gov/online_services/search/by_title/_Business_RegistrationI'l=l1.0M qn 6—
https:fldeq.nc.gov/media/1062B/downIoad
JUL 01 2022
6 /22, 5:42 PM
BY: Page 2 of 3

D. PERMITTEE'S CERTIFICATION
6. • 4an JC r , the person legally responsible for the permit, certify that I have
a copy of the Permit and 0&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 i ormation provided on this permit renew appli tion is, tot best of m
knowledge, an a o� t u r tt"rd5 me re cies�roynne41 i n k ) Fi're-
Signature: Date: OC
I, a l i ylii
Vu+f-'1 1 re , a Notary Public for the Slate of
i . County of rlu ne- , do hereby certify
that m f'u n[_ personally appeared before me
this the � B as'. day of ', 20�, and acknowledge the due
ssssssssslfq�, on of the forgoing instrument. Witness my hand and official seal,
0*0
�4%�Q'fARYa�
��';• ar�y Ature:
i
My Commission Expires
i Tnission expires P
'onm1ik September
Stormwater Permit Renewal Form
Page 1 of 3 May 11, 2018
JUL 01 2022
13Y.—
https:/Ideq.ne.gov/media/10628/download
6/27122, 5:42 PM
Page 3 of 3

d911UY3 iH)122.'f?i T.iti tA1
354% ,ti l t9/1 1155g3?
.,
0

PermitNo.,SW9 0 gooq,�—
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
L PROJECT INFORMATION
Project Name: Eastern Aluminum Storage Facility
Contact Person: Kent Warren Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-IO2 Rev 3.99
39.0 ft.
40.51 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
2981 sq. ft. (water surface area at the orifice elevation)
1.75 ac. (on -site and off -site drainage to the basin)
1.20 ac. (on -site and off -site drainage to the basin)
5950 cu. ft. (combined volume of main basin and forebay)
5283 cu. ft. (volume detained above the permanent pool)
1202 cu. ft. (approximately 20%of total volume)
3.7 (surface area to drainage area ratio from DWQ table)
1 in. (2 to 5 day temporary pool draw -down required)
85 % (minimum 85% required)
Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
W n a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
_ b.
The forebay volume is approximately equal to 20% of the basin volume.
c.
The temporary pool controls runoff from the design storm event.
d.
The temporary pool draws down in 2 to 5 days.
iLO(yl e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
t, 1
_ic.�ly I f.
The basin length to width ratio is greater than 3:1.
ah g.
The basin side slopes above the permanent pool are no steeper than 3:1.
— It.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in.
A mechanism is specified which will drain the basin for maintenance or an emergency.
11I. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 'X'Aoes 0 does not incorporate a vegetated filter at the outlet.
This system (check one) oes 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Attachment to WET DETENTION BASIN SUPPLEMENT
For Eastern Aluminum Storage Facility
Onslow County
k. The pond and discharge are located entirely on owner's property. Drainage then
enters a property line ditch.
M. Emergency drain would have to be located below the seasonal water table. Pond
must be emptied by pumping.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads _3,25 _ feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads a.�5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation
Sediment Re oval El. v.15 - 75 o
--_-_-_--__ __ Sediment Removal Elevation 39z,5 F25
Bottom Ele ation 3(0.0 % -------------------------------------------Bottom Elevation 2 ,O
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Jay Bun
Title: General Partner, Hunter & Bundy
Address: PO Box 11540, Goldsboro, NC 27532
919) 751-1
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I p p Q II„ a Notary Public for the State of-f\o�AV\ C a IC n n vt ,
County of L A.4 n.e do hereby certify that y��I A „�, , c .
personally appeared before me this _j sir day of a:"�ft"� �m , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expir
Fonn SWU-102 Rev 3.99 Page 4 of 4

Eastern Aluminum Storage Facility
Onslow County
Stormwater Permit No. SW8 040215
Designer's Certification
I,DA1hD F.4juarq-M , as a duly registered F-"wEEfL in
the State of North Caroli , having been authorized to observe (periodically / weekly /
full time) the construction of the project,
(Project)
for A4Qr4TEA- (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.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature t' CD C
Registration Number NC,
Date ''`tAc i4 1-4 , 2-012-
cc: NCDENR DWQ Wilmington Regional Office
SEAL
GaSM. y
SEA!
022958 _,

Eastern Aluminum Storage Facility
Onslow County
Stomnwater Permit No. SW8 040215
Certification Requirements:
t ol_ The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
ch� 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. IDI vNe - SH PAA_ SIPAuI&E P4xEA PAw$Jb
R9P t%Le r IN OUY61p E 51oarke A*XA. 'DeoP IwLeT v.H4L& - &e MaVf1OQF.b
D CA-C MCD A6 w4eviPAM SUc4vtn*K SGCIMEntr DoP3Mr 9LBACA+Fbr4M
�a The outlet/bypass structure elev tions are per the approved plan.
VJjr,5. The outlet structure is located per the approved plans.
3�&. Trash rack is provided on the outletibypass structure.
7.r All slopes are grassed with permanent vegetation.
—,
_A?_6_ Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
-Y-6JAI. Required drawdown devices are correctly sized per the approved plans.
7�e6r'r' Z All required design depths are provided.
3. All required parts of the system are provided, such as a vegetated shelf,
and a forebay. c:7�Na� gt+PAA_, PCZ pc���n-mtIm 51 of RA-P R� 6s
1N J"-T oP NZ4 ?me To e."3u2C NsWOff USES SHu2T OP-LU Ir f�.
a4. The dimensions of the system, as shown on the approved plans, are
provided.

i
Tax Lot Nc
Verified by
by
in, 0511 E11111ViNWIND
: 000 110002 TYPDocO101: aCR
yat
2:20 P11
Fee Pont: $17.00P190 Iof
Exclee Tax: 60. 00
OnslOu no uneV. HC
tll ldred M Thomas Repl eter of Deeds
ak2211 Po57-58
Excise Tax $0.00 Recording Time Book and Page
Parcel Identifier No.
County on the _ day of _
Mail alter recording to Hunter & Bondy, P. O. Box 11540, Goldsboro, NC 27532
this instrument was prepared by Lanier & Founlain/Imr, 114 Old Bridge Street, Jacksonville, NC 28540
Brief Description for the index 1 3.50 acres, US Hwy 17
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made March 15, 2004, by and between
GRANTOR
HUNTER & BUNDY,
a North Carolina partnership
Now Known as
HUNTER & BUNDY, LLC
a North Carolina Limited Liability Company
GRANTEE
HUNTER & BUNDY, LLC
a North Carolina Limited Liability Company
T61s deed presented to
The Oasbw Co Tax OI}ke
Uaeaii-,2D1 Clerk 4.I
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g., corporation or
20_
'I he designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in While Oak Township, Onslow County, North Carolina and more particularly described as follows:
COMMENCING at a point in the centerline of the north bound land of U.S. Highway 17, said point being located South 62 degrees
I I minutes 18 seconds West 611.48 feet from an existing P.K. nail in the intersection of the centerline of said north bound lane with
the centerline of NCSR 1410 (Halltown Road); thence South 70 degrees 27 minutes 14 seconds East 33.99 feet to a point in the right
of way of U.S. Highway 17 and also being a common comer with Charles Donald Williamson property as per Map Book 40, Page 43,
Onslow County Registry, said point also being the TRUE POINT AND PLACE OF BEGINNING; thence along and with said
W illiamson's southern property line South 70 degrees 27 minutes 14 seconds Best 161.61 feet to an existing iron pipe; thence along and
with same said line South 70 degrees 27 minutes 14 seconds East 217.84 feet to an existing ion pipe in the western right of way line
of NCSR 1410 (Halltown Road); thence along and with said NCSR 1410 right of way South 19 degrees 32 minutes 59 seconds West
258.45 feet to an existing iron pipe in said right of w•ey; thence along said right of way South 19 degrees 33 minutes 10 seconds West
100,00 feel to an existing iron pipe, said comer being common with Morton Construction Company, Inc., as per Deed Book 1637, Page
427, Onslow County Registry, said comer also being the southern comer of lot as per Deed Book 1767, Page 126, Onslow County
Registry; thence leaving said right of way North 68 degrees 26 minutes 58 seconds West 150.30 feet to an existing iron pipe, said iron
pipe being the weslem comer of said lot; thence along a new line North 68 degrees 26 minutes 58 seconds West 165.43 feet to a set
iron stake; thence North 27 degrees 47 minutes 39 seconds West I63.55 feet to a set iron stake; thence North 27 degrees 47 minutes 39
seconds West 118.78 feet to a point, the southern not[ of way line of U.S. Highway 17; thence along and with saidright of way line
of U.S. Highway 17 North 62 degrees I 1 minutes 18 seconds East 212.19 feet to the true point and place of beginning. Containing 3.50
acres.
N. C. Bur Assoc. I ami No. 3 01971
Printed by Agreement with the N.C.. Div Assoc.
9003
Book: 2211 Page, 1977-Current 57 See:1

% Page 2 of 2
x
The property hetcinabove described was acquired by Grantor by instrument recorded in Book 2009, Page 300.
A map showing the above described property is recorded in Map Book, Page .
TO HAVE AND TO HOLD die aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grunter is seized ofthe premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for die exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
SUBJECT Io the follow ing: easements appearing of record; implied easements; restrictions, if any, appearing of record; and such other
matters as may be shown by an accurate and current survey of the property.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or ifcorporate, has caused this instrument to be
signed in its corporate name by its duly authorized effects and its seal to be hereunto affixed by authority of its Board of
Directors, the day and year first above written.
By:
By:
HUNTER & BUNDY
a North Carolina partnership (SEAL)
ELLtS J.
S. HUNTER (SEAL)
B,v:
USAN RUNDY �'1 (
By: 0 /P ^a4L�. A(L—�,(y-
hd
AqIA .ICE'I h BUNTER
(SEAL)
(SEAL)
NORTH CAROLINA, County.
SEAL -STAMP 1, the undersigned, a Notary Public of Ore County and State aforesaid, certify that , Grainier,
personally appeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official stamp or seal, this _ day of, 2003.
My commission expires:
Notary Public
NORTII CAROLINA, Onslow, Cowry.
1, the undersigned, a Notary Public of the County and State aforesaid, certify that Bill Harbor and
�kkul flUzj// Alice H. Hooter, and Elias J. Bundy and Susan Bandy, Membet/managers of Hunter & Bundy, a
•1 • P!h�0 ii� North Carolina Partnership, Now Known as Hooter & Bundy, LLC a limited liability company,
• •% % Grantor, personally appeared before me this day and acknowledged the execution of the foregoing
NOTARY �instnanent Witness my hand and official stamp or seal, this IS day of March, 2004.
PUBLIC CM,commission expires: 11 /Iti(?00%
� . •• 2;� '
��WOIOUtN\vx0�\ Notury Public
The foregoing Certificate(s) of Regina M. Pinion
is/are certified to be coned. This instrument and this certificate are duly registered at the date andtime and in the Book and Page shown
on the first page hereof. 24, 4pf(yyJJ�n M_L�'i.—MC't � REGISTER OF DEEDS FOR Onslow COUNTY
By
N, C. 11. Aiwa Pam, Nu J Q 1977
Printed by Agraamcnt wish the N C. Bea Asam,
Muol
Deputy/Assistant-Register of Deeds.
Book. 2211 Page, 1977-Current: 57 Seq: 2

State of North Carolina
Department of the Secretary of State
ARTICLES OF ORGANIZATION
INCLUDING ARTICLES OF CONVERSION
SOSID: 678257
Date Filed: 6/9/2003 11:52:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200313600048
Pursuant to §§ 57C-2-21, 57C-9A-01 and 57C-9A-03 of the General Statutes of North Carolina, the undersigned
converting business entity does hereby submit these Articles of Organization Including Articles of Conversion
for the purpose of forming a limited liability company.
The name of the limited liability company is: Bunter 5 Bandy, LLC . The limited
liability company is being formed pursuant to a conversion of another business entity.
2. The name of the converting business entity is Bunter & Bundy and the
organization and internal affairs of the converting business entity are governed by the laws of the state or
country of North Carolina . A plan of conversion has been approved by the
converting business entity as required by law.
3. The converting business entity is a (check one): ❑ domestic corporation; Oforeign corporation; ❑
foreign limited liability company; ❑ domestic limited partnership;
❑ foreign limited partnership; ❑ domestic registered limited liability partnership;
❑ foreign limited liability partnership; or ® other partnership as defined in G.S. 59-36, whether or not
formed under the laws of North Carolina.
If the limited liability company is to dissolve by a specific date, the latest date on which the limited
liability company is to dissolve: (If no date for dissolution is specified, there shall be no limit on the
duration of the limited liability company.) 12-31-2033
5. 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).
William S. Hunter Elias J. Bundy, Jr.
505 Mill Road 295 Harrell's Hill Road
Goldsboro, NC 27534 Mt. Olive, NC 28365
Member and organizer Member and organizer
6. The street address and county of the initial registered office of the limited liability company is:
Number and Street
Oak Forest Road
City, State, Zip Code Goldsboro, NC 27534 County Wayne
Tye mailing address, if different from the street address, of the initial registered office is:
Po Box 11540
Goldsboro, NC 27532-1540
8. Tye name of the initial registered agent is: Elias J. Bundy, Jr. .
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised Jarmary 2002) (Form LOI.t)

9. Principal office information: (Select either a or b.)
a. ® The limited liability company has a principal office.
• The street address and county of the principal office of the limited liability company is:
Number and Street 311 North Oak Forest Road
City, State, Zip Code Goldsboro, NC 27534 County
Wayne
• The mailing address, tf differentfrom the street address, of the principal office of the limited liability
companyis: Po Boa 11540, Goldsboro, NC 27532—t540
b. ❑ The limited liability company does not have a principal office.
10. 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.
❑ (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.
11. Any other provisions which the limited liability company elects to include are attached.
12. These articles will be efPez9 c upon fling, unless a date and/or time is specified:
th
Tltis is the/'-J 4lay of 177� 20 63
Hunter & Bundy
ililliari S. Hunter
co -manager & organizer WA4aER
Hunter & Bundy
'�� Signa
Elias J. Bundy, Jr., Manager & Organizer
Type or Print Name and Title
NOTES;
1. Filing fee Is $125. This document must he filed with the Secretary of State.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01A)

Eastern
Aluminum Supply
VInyl Siding, Windows, Doors, Shutters
Carports & Canopies Rainwear & Accessories
1124 Halltown Road
TODD JONES Jacksonville, NC 28546
rs - 1.888-346-9996
Branch Manage
I.910-346.4548