SW8120503_CURRENT PERMIT_20210610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 120503
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 21 0 u k 0
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
BRIAN WRENN
Dbraor
June 10, 2021
Eimer -Jayne Enterprises, LLC
Attn: Virginia Eimer, Manager
5208 Hwy 70 West Suite C
Morehead City, NC 28557
NORTH CAROLINA
EnH(onmental Qual ty
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 120503
Eitner Jayne Commercial Center
Carteret County
Dear Ms. Eitner
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on May 26, 2021. The Division is hereby notifying you that permit SW8 120503 has been renewed
on June 10, 2021, and shall be effective until May 15, 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 May 15, 2012 and most
recently modified on June 30, 2017, 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,
c rpm
.= Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams: \\\Stornwater\Permits & Projects\2012\120503 HD\2021 06 permit 120503
CC' NCDEQ-DEMLR Wilmington Regional Office
®� � North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
wdmington Regional Office 1 127 cardinal Drive Extension I Wilmington. North Carolina 28405
wam ru
^�^�am•��— / 910,796.7215

State Stormwater Management Systems
Permit No. SW8 120503
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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
Eitner —Jayne Enterprises, LLC
Eitner— Jayne Commercial Center
4913 Bridges Street Extension, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater
rules') 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 a part of this permit.
This permit shall be effective from the date of issuance until May 15, 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. The maximum amount of built -upon area (BUA)
allowed for the entire project is 49,904 square feet.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 of this permit. The stormwater control has been designed to handle
the runoff from 49,904 square feet of impervious area. The built -upon area for future
development within the drainage area is limited to 1,435 square feet.
3. A 50' wide vegetative buffer must be provided 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.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.2 and Section
1.8 of this permit, and per approved plans.
5. 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.
6. The runoff from all built -upon area within the permitted drainage areas of this project must be
directed into the permitted stormwater control system.
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
Page 1 of 7

State Stormwater Management Systems
Permit No. SW8 120503
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
J. Pre-dev. 1 yr-24 hr. discharge rate, cfs
k. Controlling Orifice:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o. Receiving Stream/River Basin:
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
3.
1.98
86,016
N/A
49,904
49,904
N/A
1.5
4
90
13.5
5,028
6,151
14.42
3.52
1.25"0 pipe
0.02
2,759
N/A
Newport River / White Oak
21-(17)
"SA;HQW'
No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has approved of
the revised plan.
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.
The permittee shall, at all times, provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The signed and approved
Operation and Maintenance Agreement 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 re -vegetation 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.
Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains will be allowed in the stormwater treatment system if calculations
are provided documenting the permeant pool volume is greater than 30,000 cubic feet.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 120503
8. 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.
9. 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.
10. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
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.
12. 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.
13. 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
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 120503
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.
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).
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 120503
Permit renewed, updated and reissued this the 10th day of June 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t rian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 120503
Eitner — Jayne Commercial Center
Stormwater Permit No. SW8 120503
Carteret County
Designer's Certification
Attachment A
as a duly registered
in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (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 specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SWS 120503
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. 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.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated 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. Required drawdown devices are correctly sized and located per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
_16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Page 7 of 7

Attachment C - Permitting History
Eitner-Jayne Commercial Center
Permit No. SW8 120503
Approval
Date
Permit Action
BfMS
Version
Description of the. Changes
5/15/2012
Original
Approval
1.0
6/30/2017
Minor
Modification
1.1
Approving a new site layout for the eastern half of the
property. The changes in site layout leaves 1,435 sf of BUA
available for future devleopment within the drainage area.
6/10/2021
Renewal
2.0

Permit Number: O ���—5
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin 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.
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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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 resent.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
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
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
MAY 0 9 ZU1Z
`3y:
Page 1 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Z :MID
MAY U 9 ZOi2
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
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. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 I MAY 0 9 ZOIZ Page 3 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately,
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult.a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs re air. if applicable)
The 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.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
7_0
-----------------
FOREBAY
BASIN DIAGRAM
Ulf in the blanks)
t ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 13.5
Sediment Removal Elevation 7_0 Volume
------------------------------------------- ------
Bottom Elevation
MAIN POND
T7,f
MAY ll 9 ZU1Z Page 4 of 5
BY:
Storage

Permit Number:
(to be provided by DWQ)
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: Eimer - Jayne Commercial Center
BMP drainage area number: l
Print name: Virginia Eimer
Address:P.O. Box 3320, New Bern, NC 28563
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, y , a Notary Public for the State of
County of do hereby certify that
\r- �i A E1' -r personally appeared before me this
day of V%� t a , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
sl
NOTARY
PUBLIC�C�' Z5
I BEN CC `
SEAL
My commission expires "r� \
MAY 0 5 ZU1Z
Form SW401-Wet Detention Basin O&M-Rev.4 BY Page 5 of 5

L �'a {I �M. b -.L
Date R ceive
Fee Paid
Permit Number
�
=
w ab 6
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 120503
2. Project name: Eitner-Jayne Commercial Center
3. Project street address: 4913 Bridges Street Extension
City: Moreh
ZIP : 28557
4. What, if any, changes have been made to the project as permitted?
County: Carteret
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://deq.nc.govlabouUdivisions/energv-
mineral-land-resources/energy-mineral-land-rules/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/energv-mineral-land-
resources/energv-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: Eitner-Jayne Enterprises, LLC.
2. Signing Official's Name: Virginia J. Eitner
3. Signing Official's Title: Manager
4. Mailing Address: 5208-C Hwy 70 West
City: Morehead City State: NC ZIP
28557
5. Street Address: 5208-C Hwy 70 West
City: Morehead City State: NC ZIP
28557
6. Phone: [phone] Email: virgin ia.eitner(o)gmail. com
' Z�11]
MAY 2 421
Stormwater Permit Renewal Form Page 1 of 3 May-1-1-, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) orDEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORVV9. 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:
0 1. A permit application processing fee of $505.00 payable to NCDEQ.
U 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.
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
r and protective covenants will be submitted at a later date.
vE 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.
V 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
,I ❑ The project has not yet been built.
1 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.
�1I n 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
-CliVie
,
MAY 2 6 2021
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, V I (Q) f C41[i TReir , the person legally responsible for the permit, certify that I have
a copy o 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: v Date: 52ui III
NOTARIZATION:
I, (' 0 fLV-- 1 W I-) f-�1-(L— > , a Notary Public for the State of
ND(LTH C_A(LoLJ J A County of GARTEP-GT , do hereby certify
that V I S& IN 1 A J E IL\JEffL- personally appeared before me
this the 2 r'TI-( day of M AVM , 20 21 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires Cc- 9-UA2 `{ Y t 2-02Z
COREY W. HAYES
Notary Public, North Carolina
Craven County
My Commi s on Expires
EEIjRU 17022-
MAY 2 G 2021
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. •����jC��/��
(to be provided by DWO)
FAWA
G
NCDENR
Project name
Contact person
Phone number
Dale
Drainage area number
W A TFgOG
O�0p
a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
Ill. DESIGN INFORMATION
Site Characteristics
23-Apr-12
1
Drainage area
86,016 fI2
Impervious area, post -development -
49,904 ry'
%impervious
58.02 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
6,151:ff3
Volume provided 6,151 ft1
Storage Volume: SAWaters
1.5" runoff volume
It
Pre -development 1-yr, 24-hr runoff
rya
Post -development 1-yr, 24-hr runoff
;rya
Minimum volume required
rya
Volume provided
ft3
Peak Flow Calculations
_
Is the pre/post control of the lyr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
'(unitless)
Rainfall intensity:l-yr, 24-hr storm
infer
Pre -development 1-yr, 24-hr peak flow
6.52 ft3/sec
Post -development 1-yr, 24-hr peak flow
3.12 ft3/sec
Pre/Post 1yr, 24-hr peak flow control
-3.40 ft3/sec
Elevations
Temporary pool elevation
14.42fmsl
Permanent pool elevation
13.50: fmsl
SHWT elevation (approx. at the perm. pool elevation)
13.50ifmsl
Top of 1Oft vegetated shelf elevation
14.00-fmsl
Bottom of 10ft vegetated shelf elevation
13.00,fmsl
Sediment cleanout, top elevation (bottom of pond)
1.00lfmsl
Sediment cleanout, bottom elevation
6.00+fmsl
Sediment storage provided
1.00 it
Is there additional volume stored above the state -required temp. pool?
N ;(Y or N)
Elevation of the top of the additional volume
Ymsl
re
OK, volume provided is equal to or in excess of volume required.
MAY U 9 Z01Z
Form SW401-Wet Detention Basin-Rev.9.4118112 Parts I, a II. Design Summary, Page 1 of 2

Permit
Ito be provided by DWO)
IL DESIGN INFORMATION
Surface Areas
Area, temporary pool
7,480. ft'
Area REQUIRED, permanent pool
- 4,387 ft2
SAIDA ratio
5.10,(unitless)
Area PROVIDED, permanent pool, Ace, v„
5,028 ft'
OK
Area, bottom of 1Oft vegetated shelf, Adel men
- 3,319 ft2
Area, sediment cleanout, top elevation (bottom of pond), Adel Pond
734 ft'
Volumes
Volume, temporary pool
6,151 it'
OK
Volume, permanent pool, Vr„.-P,
13,604 ft'
Volume, forebay (sum of forebays if more than one forebay)
2,759 ft'
Forebay %of permanent pool volume
20.3% %
OK
SAIDA Table Data
Design TSS removal
90%
Coastal SAIDA Table Used?
Y:(Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
5.10 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,..l
13,604 ft'
Area provided, permanent pool, Am. .I
5,028 fit`
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d., (Round to nearest 0.5ft) -
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,. -,.I
5,028 ft'
Area, bottom of 1Oft vegetated shelf, Adel a I[
3,319 ft`
Area, sediment cleanout, top elevation (bottom of pond), AI
734 62
'Depth' (distance b/w bottom of 10ft shelf and lop of sediment)
6.00 ft
Average depth calculated
4.08'ft
OK
Average depth used in SAIDA, d., (Round to down to nearest 0.5ft) i.
4.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown Ume
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of towpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Captures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.94118112
Y i (Y or N)
1.25 in
n2
0.60 (unitless)
0.31'ft
N (Y or N)
(unitless)
(unitless)
ft
ft
6.52ft'Isec
3.12' ft'/sec;
0.02 ft'/sec
3.14:days
OK, draws down in 2-5 days.
31.:1
OK
10 :1
OK
10.0 ft
OK
3':1
OK
3.01:1
OK
Y {(Y or N)
OK
2.f'.ft
OK
N '(Y or N)
OK
Y '(Y or N)
OK
Y i(Y or N)
OK
:Pump
`Jrl; D
MAY U 9 201Z
Parts 1. & 11. Design Summary, Page 2 of 2

Eitner -Jayne Commercial Center
-OStormwater Permit No. SW8 120503
Carteret County
Designer's Certification
State Stormwater Manage ent Systems
P( it No SW8 120503
�I
I, J. Kevin Avolis , 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,
Eitner-Jayne Commercial Center
(Project)
for Eitner-Jayne Enterprises, 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 specifications:
Sign
15738
Date November o, 2012
Phase Z Construction:
A.
B.
C.
SEAL
1/2 Office Building Built
Parking Lot BUilt
Entire Stormwater Collection System and Retention Pond Completed
�F-CEMF
NOV 13 2012
By:_____ -
Page 6 of 7

State 5tormwater Management Systems
P-rmit No. SW8 120503
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
__g�__2.
The drainage area to the system contains no more than the permitted amount
of built -upon area.
--40-3.
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.
�4 5.
The outlet structure elevations are per the approved plan.
���6.
The outlet structure is located per the approved plans.
,,Zt_7.
Trash rack is provided on the outlet structure.
_4__8.
All slopes are grassed with permanent vegetation.
�9.
Vegetated 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.
_,--,6_12.
Required drawdown devices are correctly sized and located per the approved
plans.
13.
All required design depths are provided.
zz� 14.
All required parts of the system are provided, such as a vegetated shelf, and a
.
forebay.
-k'—l5.
The required system dimensions are provided per the approved plans.
: 16.
All components'ofihe stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Town
of Morehead City Building Inspections
Page 7 of 7