SW8130301_CURRENT PERMIT_20220907

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ► 3 o 3 0 I
DOC TYPE
© CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 o q 0-1
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
September 7, 2022
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 130301
Wallace Creek Mini Mart
Onslow County
Dear Mr. Paul:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 10, 2022. The Division is hereby notifying you that permit SW 130301 has been
renewed, updated, and re -issued on September 7, 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 March 27, 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
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].
Sincerely,
,� Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A - Designer's Certification Form
Attachment C — Permitting History
copy of the Renewal Application Documents
DES/ams: %Stormwater\Permits & Projects\2013\13301 HD\2022 09 permit 130301
cc: Wilmington Regional Office Stormwater File
® ��� 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
rvomh cuwurw
w.mraQw..��.m�ow 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 130301
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
USMCB Camp Lejeune
Wallace Creek Marine Mart
Corner of Birch Street and McHugh Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively 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 27, 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
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 in Section 1.6 of this permit. The stormwater controls labeled SWMF-1 and SWMF-2
have been designed to handle the runoff from 80,954 and 11,761 square feet of built -upon
area, respectively.
3. A 50' wide vegetative buffer must be provided and maintained 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. Each drainage area will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. There is no allocation of built -upon area for future development.
Page 1 of 7

Post -Construction Stormwater Management
Permit No. SW8 130301
5.
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 ponds and must be
maintained at design condition:
a.
7
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
Design Storm, inches:
Average Pond Design Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permanent Pool Surface Area, ft2:
Permitted Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
Controlling Orifice, 0 pipe, inches:
Orifice flowrate, cfs:
Permitted Forebay Volume, ft':
Max. Fountain Horsepower:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Il. SCHEDULE OF COMPLIANCE
SWMF-1 SWMF-2
2.32
0.58
101,090
25,194
0
0
80,954
11,761
80,954
11,761
0
0
1.5
1.5
3.5
3.0
90%
90%
20.0
19.3
10,279
3,536
16,583
2,073
21.3
19.8
0.087
0.023
1.5
0.75
0.038
0.006
5,062
1,725
N/A
N/A (PPV <30000 cf)
Beaverdam Creek / WOK02
19-20-2
"SB NSW'
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. 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.
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 signed and approved
Operation and Maintenance Agreement must be followed in its entirety and maintenance must
occur at the scheduled intervals.
4. 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.
5. Decorative spray fountains will not be allowed in the stormwater treatment system, as the
permanent pool volume is less than 30,000 cubic feet.
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.
7. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the maximum allowed by this permit.
Page 2 of 7

Post -Construction Stormwater Management
Permit No. SW8 130301
8. 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.
10. The permittee shall provide and maintain clear and unencumbered access to the stormwater
facilities for inspection and maintenance.
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.
III. GENERAL CONDITIONS
1. 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 7

Post -Construction Stormwater Management
Permit No. SW8 130301
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur,
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),
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.
f. 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.
Page 4 of 7

Post -Construction Stormwater Management
Permit No. SW8 130301
Permit renewed, updated and reissued this the 7th day of September 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian renn, erect
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 130301
Page 5 of 7

Post -Construction Stormwater Management
Permit No. SW8 130301
Wallace Creek Marine Mart
Stormwater Permit No. SW8 130301
Onslow County
Attachment A
Designer's Certification
I, , 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

Post -Construction Stormwater Management
Permit No. SW8 130301
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
Wallace Creek Mini Mart
Permit No. SW8 130301
Approval
Permit
BIMS
Description of the Changes
Date
Action
Version
construction, operation and maintenance of two (2) wet
detention ponds in compliance with the provisions of 15A
Original
NCAC 2H A000 and Session Law 2008-211; stormwater
3/27/2013
Approval
1.0
controls labeled SWMF-I and SWMF-2 have been designed to
handle the runoff from 80,954 and 11,761 square feet of built -
upon area, respectively.
the reduction in drainage area to both Pond 1 and Pond 2. The
area removed is being regraded to drain away from the ponds
1/19/2018
Modification
1.1
and will be permitted under the modification to SW8 090109 as
part of the jogging trail addition.
9/7/2022
Renewal
2.0
Expires March 27, 2029

UEMLH USE UNLY
Date Received Fee Paid Permit Number
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 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 130301
2. Project name: Wallace Creek Mini Mart
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
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: https:Hdeg.nc.gov/about/divisions/energv-
m i neral-land-resou rces/ene rgv-m i ne ral-land-rules/sto rmwate r-prog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: httl)s:Hdeg.nc.a6v/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: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
5.
City: MCB Camp 'Leieune State: NC
ZIP : 28547-2521
Street Address:
City: State: ZIP:
6. Phone: [phone] Email: [e-mail]
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/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:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 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
I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 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.
MCT 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
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 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.
MCT 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).
https://www.sosnc.gov/online services/search/bv title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICA�N
I, the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upim/
roper forms to modify or transfer the permit prior to any changes to the
project, Sation provided on this permit renewal application is, to the best of my
knowledgSignatureDate: 7 ZJ Lj,
NOTARIZATION:
my of
that i�O�X
this the Q-0 day of
exec`IvrilvilMIforgoing instrument. Witness my hand and official seal,
3nf5fa�1- : y
O ` Q\
M sires
Urnnt���
a Notary Public for the State of
do hereby certify
personally appeared before me
202-2, and acknowledge the due
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

I) mi H II.V}-r WI V
n
Date R eive
Fee Paid
Permit Number
10 1�
1.30201
INC DEG 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 130301
2. Project name: Wallace Creek Mini Mart
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP : 28542
4. What, it any, changes have been made to the project as permitted? N)
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: http :I/deg.nc.gov/about/divisions/enerav-
mi ne ral-la nd-resources/eneigv-mine ra I -la nd-ru les/stormwate r-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permr7tee 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/enerav-mineral-land-
resources/enerav-mineral-land-rules/stormwater-program/oast-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Del ut6 Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd..
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5, Street Address:
City: State: ZIP
6. Phone: [phone] Email: neal.paulousmc.mil
AUG 10 2022 "
BY: --
Stormwaler Permit Renewal Form Page 1 of 3 May 11. 2018

N
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT t. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 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. Sale proprietor; or
I. Letter of authorization signed by one of the signatories noted in a - e above authorizing the
signature of another entity.
MCT 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.
MCT 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.
MCT 5. Design at 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.
MCT 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 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).
httos://www.sosnc.gov/online services/search/by--title/ Business -Registration
AUG 10 ZM2
Stormwater Permit Renewal Application Form Page 2 of 3 May 111,.2018
*w BY:

D. PERMITTEE'S CERTIIFIC-ALN
I, 4. & C> the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit roper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. It info afion provided on this permit renewal application is, to the best of my
knowled co and com
Signature: YA Date:
Al
that i<OI(ZIA r�
this the % day of
of
instrument. Witness my hand and official seal,
r.v rryw),
rrrt
Stormwater Permit Renewal Application Form Page 3 of 3
a Notary Public for the State of
do hereby certify
personally appeared before me
2021" and acknowledge the due
pUG t U �
BY
May 11, 2018

Peril No. Uwb �l
(ro ee povided by DWO)
O�OF W ATegOG
5
NCDENR
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 (Part III) must be printed, filled out and submitted along with all of the required information.
.. _ .. .. ...... .
I'�P.ROJECTiINF.ORMATION �. '.. ^-�s-s .
Project name Wallace Creek Manna Man
Contact person Joseph C, Avolis, PE
Phone number 252-6330068
Date 3Jan-18
Drainage area number 1
Ilk:DESIGNiINFORMATIONvv,�;s'a..vie'„.a.,"'`.s'.,"-'`"�iiiii ISSUE ill Iiiiisma��
Site Characteristics
Drainage area 101,090 e
Impervious area, post -development 80,954 f i
%impervious 80.08 %
Design rainfall depth 1.5 in
Storage Volume: Non-SAWaters
Minimum volume required
Volume provided
Storage Volume: SAWaters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
9,739 ft3
16,583 ft3
OK, volume provided is equal to or in excess of volume required,
ft3
ft3
ft3
ft3
ft3
Y (Y or N)
3.6 in
0.02 limitless)
0.80 limitless)
3.93 in/hr OK
0.00 ft3/sec
0.60 ft3/sec
0.60 ft3/sec
21.30 fmsl
20.00 fmsl
20.00 foist
20.50 foist
19.50 fmsl
15.00 fmsl
14.00 foist
1.00 ft
N (Y or N)
fnssl
ECEI E
JAN 16 2018
BY:®
Form SW401-Wet Detention Basin-Rem94118112 Parts 1.611. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Ile DESIGN IINFORMATION
f�„,- '*., i4.t... _ ..`»<ha�. �...• --?,..wu.vah _;?gig 2'.+.,.�`#.,.a•i.'w.ivss= -ag
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,,,,,_p,
Area, bottom of 1 Oft vegetated shelf, Aye ,
Area, sediment cleanout, top elevation (bottom of pond), Ap„_,
Volumes
Volume, temporary pool
Volume, permanent pool, V.-P.
Volume, forebay (sum of forebays tt more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Var„y„I
Area provided, permanent pool, Ao,,_,,
Average depth calculated
Average depth used in SAIDA, d,v, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A._.
Area, bottom of 1 Oft vegetated shelf, Au„ ,I„y
14,227 ft"
7,996 ftz
8.00 (unidess)
10,279 a OK
6,451 ft`
1,859 h'
16,583 ft' OK
26,158 ft'
5,062 ft'
19.4% % OK
90 %
Y (Y or N)
N (Y or N)
8.00 limitless)
N (Y or N)
26,158 fit'
10,279 ft'
It
It
Y (Y or N)
10,279 f
6,451 fe
Need 3 it min.
Area, sediment cleanout, top elevation (bottom of pond), A, 0
1,859 ft2
'Depth' (distance btw bottom of 10ft shelf and top of sediment)
4.50 it
Average depth calculated
3.31 it
OK
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft)
3.5 it
OK
Drawdown Calculations
Drawdown through orifce?
Y
(Y or N)
Diameter of orifice (if circular)
1.50 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0.60 limitless)
Driving head (H,)
0.43 it
Drawdown through weI0
N
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unifless)
Length of weir (L)
It
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
0.00 ft'/sec
Post -development 1-yr, 24-hr peak flow
0.06 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.06 ft'/sec
Storage volume discharge rate greater than predev. 1yr24hr.
Storage volume drawdown time
2,99 days
OK, draws down in 2-5 days.
Additional Information
ECE'VE
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK JAN 0 8 2013
Vegetated shelf width
10.0 it
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
2.2 :1
OK 8Y' --
Trash rack for overflow 8 orifice?
Y
(Y or N)
OK
Freeboard provided
it
Vegetated filter provided?
Y
(Y or N)
_
OK
Recorded drainage easement provided?
N
(Y or N)
Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.94/18/12 Parts I. B II. 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.
Page/ Plan
Initials
Sheet No.
nm r (+/MrGE
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
nm
f
Ne t RA"
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
paabi
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
a(A
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin,
t�{P ilk
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
III, Ew071
to verify volume provided.
4_4 20605
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
*Acke_
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
NA
9. A copy of the deed restrictions (if required).
MA_ 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information. CC q ,
ECCI VEri
JAN 0 0 2013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 ®I - s Checklist, Page 1 of 1

Permit
(to W PmWdad by D WO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
4,765 ft'
Area REQUIRED, permanent pool
1,320 fit'
SAIDA ratio
5.24 (unifless)
Area PROVIDED, permanent pool, Ace,,,,_Py
3,536 ft`
Area, bottom of Wit vegetated shelf, A, ,,
2,470 If
Area, sediment cleanout, top elevation (bottom of pond), A,,,_,,
521 ft`
Volumes
Volume, temporary pool
2,073 ft'
Volume, permanent pool, Vp,,,,,-,,
7,963 ry'
Volume, forebay (sum of forebays if more than one forebay)
1,725 ft3
Forebay %of permanent pool volume
21.7% %
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
5.24 (unifless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V� _,,
7,963 ft'
Area provided, permanent pool, A an,_pw
3,536 It'
Average depth calculated
ft
Average depth used in SA/DA, d„, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A.ym
3,536 ft
Area, bottom of 1 Oft vegetated shelf, A, gel
2,470 ft`
Area, sediment cleanout, top elevation (bottom of pond), Awj, 521 ft'
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
4.50 ft
Average depth calculated
3.15 ft
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft)
3.0 ft
Drawdown Calculations
Drawdown through office?
Y (Y or N)
Diameter of orifice (if circular)
0.75 in
Area of office (if-noncimular)
in
Coefficient of discharge (Co)
0.60 (unifless)
Driving head (Ho)
0.17 ft
Drawdown through weir?
N (Y or N)
Weir type
(unifless)
Coefficient of discharge (C„)
(unifless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.00 ft3lsec
Post -development 1-yr, 24-hr peak flow
0.01 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.01 ft3/sec
Storage volume drawdown time 3.35 days
Additional Information
Vegetated side slopes
3 :1
Vegetated shelf slope
10 :1
Vegetated shelf width
10.0 It
Length of flowpalh to width ratio
3 :1
Length to width ratio
2.6 :1
Trash rack for overflow & orifice?
Y (Y or N)
Freeboard provided
2.5 It
Vegetated filter provided?
Y (Y or N)
Recorded drainage easement provided?
N (Y or N)
Capures all runoff at ultimate build -out?
Y (Y or N)
Drain mechanism for maintenance or emergencies is:
noN
OK
OK
Need 3 It min.
OK
OK ECE®VE
IA" 16 1111
sr• _
Storage volume discharge rate greater than pre-dev. 1y24hr.
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
Form SW401-Wet Detention Basin-Rev.9411e/12 Parts 1. S II. 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.
Page/ Plan
Initials Sheet No.
$Q 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- OH -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
& 6A4gj j 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
tog_ 3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
_rK4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
10A,nIo cearuE 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
r 6r. &Slrf 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
v entire drainage area is stabilized.
A-6" 7. The supporting calculations.
V 6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
AA_ 9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12
� CG' @i E
fill I 111"
BY:� ___11 --
Part III. Required Items Checklist, Page 1 of 1

Operation & Maintenance Agreement
Project Name:
Project Location:
Wallace Creek Marine Mart
MCB Camp Lejeune, North Carolina
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set locatio
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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that a
Bioretention Cell
Dry Detention Basin
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
LevelSpreaderNFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
MW
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
' Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
David Towler, PE
Civil Engineer - MCB Camp Lejeune Public Works Division
1005 Michael Road
Camp Lejeune, INC 28547
[phone] Ext 3284
[e-mail]
Signet e: I (.0 Date: 1 Z 2 20 1-7
I, !11Im a Notary Public for the State of \�Imkh Wja.pnlpc�'
County of ;51 pu 0 do hearby certify that I ci , -�bltt'�ICCII
personally appeared before me this c4_ day of Cf' t")IZLA and
acknowledge the due execution of the perations and Maintenance Agreement .
Witness my hand and official seal, V'
1. o"I". v----r
Notary Public
Onslow County
r Commission ExF
05/26/2019
10� `�e
C ARO\-,
Version 1.4
O&M Manual
12/21/2017
Page 1 of 5

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
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:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
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 approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
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 practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
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.
STORM-EZ 12/2112017
Version 1.4 08M Manual Page 3 of 5

I Wet Detention Pond Maintenance Requirements (Continued)
I
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (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 Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
STORM-EZ 12/21 /2017
Version 1.4 O&M Manual Page 4 of 5

I Wet Detention Pond Design Summary I
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
FPermanent Pool El. 20 Permanent Pool El. 20
Temporary Pool El: 21.3 Temporary Pool El: 21.3
Pretreatment other No Clean Out Depth: 5 Clean Out Depth: 5
than forebay? Sediment Removal El: 15 Sediment Removal El: 15
Has Vag. Filter? Yes - Bottom Elevation: 14 Bottom Elevation: 14
WET POND ID FOREBAY MAIN POND
2 Permanent Pool El. 19.3 Permanent Pool El. M
Temporary Pool El: 19.8 Temporary Pool El:Pretreatment other NoClean Out Depth: 5 Clean Out Depth:than forebay? Sediment Removal El: 14.3 Sediment Removal El:Has Vag. Filter? Yes Bottom Elevation: 13.3 Bottom Elevation:
STORM-EZ 12/21/2017
Version 1.4 O&M Manual Page 5 of 5