SW8090116_CURRENT PERMIT_20210603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
202\ 0�z 03
YYYYMMDD

ROY COOPER
covvrtor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
June 3, 2021
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
NORTH CAROLINA
Env3vnnreata/Quaary
State Stormwater Management Permit No. SW8 090116 .
MCAS P-636 Bachelor Enlisted Quarters
Ouslow County
Dear Mr. Paul:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this permit
will now reference DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on May 17, 2021. The Division is hereby notifying you that permit SW8 090116 has been renewed
on June 3, 2021, and shall be effective until December 30, 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 March 18, 2009 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 Ashley Smith.
Sincerely,
nc., n %%ia�
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
nomH c r Aft . W&O%Z North Carolina Department of Environmenral Quality I Division of Energy. mneal and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
�r� / 910.796.7215

State Stormwater Permit No. SW8 090116
Page 2 of 2
Enclosures:
DES/ams:
cc:
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Permits & Projects\2009\090116 HD\2021 06 permit 090116
NCDEQ-DEMI.R Wilmington Regional Office
le W Mz Q'v North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wllmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
�� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 090116
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
USMBC Camp Lejeune
WAS P-636 Bachelor Enlisted Quarters
Intersection of Schmidt St and Campbell St, MCB Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) 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 an enforceable part of this permit.
This permit shall be effective from the date of issuance until December 30, 2029, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 on page 3 of this permit. The stormwater control has been designed to
handle the runoff from 105,969 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided adjacent impounded structures, streams, rivers
and tidal waters.
4. A vegetated filter strip is not required for this wet detention pond as it is designed to have a
90% TSS removal rate.
5. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans. This permit does not provide any allocation of built -upon area for future
development.
6. 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.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 090116
Ll
The runoff from all built -upon area within the permitted drainage area(s) 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:
a.
Drainage Area, acres:
Onsite, ft':
Offsite, ft':
Total Impervious Surfaces, ft':
Design Storm, inches:
Average Pond Design Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permanent Pool Surface Area, ft':
Permitted Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
Controlling Orifice:
Orifice flowrate, cfs:
Permitted Forebay Volume, ft':
Fountain Horsepower
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
4.24
184,502
0
105,969
1.5
3
90%
23.5
17,933
14,081
24.2
2.49
2.0" 0 pipe
0.06
11,806
1/6
UT to Southwest Creek / White Oak
19-17-(0.5)
"C, 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.
3. The permittee shall at all time provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
4.
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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 090116
Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
6. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached to
this permit and on file with the Division.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
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. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
10. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
11. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 090116
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.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to
enforcement procedures pursuant to NCGS 143-215.6.
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions. This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
C. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do
not stay any permit conditions.
9. Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 090116
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).
Permit renewed, updated and reissued this the 3rd day of June 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Arian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
P 636 Bachelor Enlisted Quarters
Permit No. SW8 090116
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
3/18/2009
Original
Approval
1.0
6/3/2021
Renewal
2.0

%
MAR 0 5 Zppg � Permit Number:��]' C)tp
(to be provided by DWQ)
r•_ _ 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.
;:is system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
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 present.
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 SW40I-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number: SU.1'{ 01�0 1 l �o
MAR 5 �0�9 (to be provided by DWQ)
Drainage Area Number:
If i
BMP element: -- _
Potentialproblem:
How I 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 Page 2 of 4

MAR 0 5 2000
Permit Number: 'Sw ':� 0':�1J L L(p
(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 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 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 4.1 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.1 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal .19.4 1 Pe manen Pool
Elevatio
Form SW401-Wet Detention Basin O&M-Rev.4
Bottom
Permanent Pool Elevation 23.5
-------------- -- Volume Sediment Removal Elevation 19.4 Volume
18 -ft Min.
----------------------------- ------------ ------
It Bottom Elevation 18 I -fit n
Storage Sedimer
Storage
FOREBAY MAIN POND
Page 3 of 4

!i
,. - I �V-�TSygC�l1
- Permit Number:
MAR tE 2009 (to be provided by DWQ)
rid agree by below that I am responsible for the
lie 'maintenance procedures listed above. [ agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:MCAS Bacelor Enlisted Quarters P-636
BMP drainage area number:
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:Bldg 1005 Michael Road, Camp Lejeune, NC 28547
Date:
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.
OY) ✓l e Qi a Notary Public for the State of
c' County of O%1 6.10 LJ do hereby certify that
personally appeared before me this 2
day of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements.
seal, �.
AUCE A BONNET"E
Not" Public
Onslow County
Etote of North COrollno
IMY COmmlalOn Expires Oct 23. 201 a
SEAL
My commission expires C;v �r�o2d/d
Witness my hand and official
0 �sJdi�
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

1:1
ou EXDIioiOCI 32' SOtOOI Na1V O1OIA VWfIC
Cf V BONNfUE

UEMLH USE ONLY
' Date Re eiv d
Fee Paid
Permit Number
i a(
it;WE' 97$ as =
SyJ30 0t(
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER: flECEIVE
PERMIT RENEWAL APPLICATION FORTMAY 12�,1
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high oftr perms M
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 090116
2. Project name: P-636 Bachelor Enlisted Quarters, MCAS High Density Commercial Wet Detention Pond
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 fora Major
Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/about/divisions/enerav-
m i ne ral-land-resources/energy-mineral-land-rules/stormwate 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: httos://dea.nc.aov/abouVdivisions/enerov-mineral-land-
State Stormwater Permits do not
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: DeputV 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: [e-mail]
MAY 17 2021
BY.
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal 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:
HEB 1. A permit application processing fee of $505.00 payable to NCDEO.
HEB 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.
HEB 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.
HEB 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.
HEB 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.
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/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3
MAY 17 7�02J
May 1, 018
BY:

D. PERMITTEE'S CERTIFICATION
I, � 0C M A - OO � 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 nd to submit the er forms to modify or transfer the permit prior to any changes to the
project, SCMs, ow e hip. All i orma 'on provided on this permit renewal application is, to the best of my
knowledge, corr c a d om�te.
Signature: �4Date: 5 ZI
NOTARIZATION:
I, I'"Rn 1 VU D1 t , a Notary Public for the State of
N04" Ca"Una, lu. , County of n n GI D ,,( , do hereby certify
that � 4u A L G,-j •iLv personally appeared before me
this the u day of 20_22, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
`Xku1110111
(Notary Seat) ,.`` \A ERsot,,
�:.'t0VARY •.
Notary Signature: _ V
My commission expires /�'
,,sZOWCo• 4,
rrr r r n n t `1\�
MAY 17 2Uli
t
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No.ea'.+9 c 1 o 11 y/
(to be provided by DWQ)
MAR 0 b 2009
��� 2pP W aTFRo
r.
=' r
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 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
MCAS P-636
Contact person
Howard Resnik, P.E.
Phone number
910-791-4441
Date
31312009
Drainage area number
1
II. DESIGN INFORMATION _
Site Characteristics
Drainage area
184,502 ftz
Impervious area, post -development
105,969 fe
%impervious ,
57.44 %
Design rainfall depth
1.5 in
Storage Volume: Non-SAWaters
Minimum volume required
13,075 ff3 OK
Volume provided
14,081 ft3
OK, volume provided is equal to,or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume -
ft3
Pre -development 1-yr, 24-hr runoff
ry3
Post -development 1-yr, 24-hr runoff
ff3
Minimum volume required
0 113
Volume provided
ry3
Peak Flow Calculations
Is the prelpost control of the tyr 24hr storm peak flow required?
y (Y or N)
1-yr, 24-hr rainfall depth
3.8 in
Rational C, pre -development
(unitless)
Rational C, post -development
(uniffess)
Rainfall intensity: 1-yr, 24-hr storm
in/hr
Pre -development 1-yr, 24-hr peak flow
2.49 ft3/sec
Post -development 1-yr, 24-hr peak flow
3.28 ff3/sec
Pre/Post 1-yr, 24-hr peak flow control
0.79 ft3lsec
Elevations
Temporary pool elevation
24.20 first
Permanent pool elevation
23.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
23.50 first
Top of 10f1 vegetated shelf elevation
24.00 first —
Bottom of 10ft vegetated shelf elevation
23.00 first Data not needed for calculation option #1, but OK if provided.
Sediment cteanout, top elevation (bottom of pond)
19.40 first
Sediment cleanout, bottom elevation
18.00 fmsl Data not needed for calculation option #1, but OK if provided.
Sediment storage provided
1.40 ft
Is there additional volume stored above the state -required temp. pool?
y (Y or N)
Elevation of the top of the additional volume
24.2 fmsl OK
Form SW401-Wet Detention Basin-Rev.5 Parts 1.311. Design Summary, Page 1 of 2

N1.4R 0 5 2009
Permit No. ZLo D c l C) < < �P
(to, be provided by DWQ)
Area, temporary pool
21,821 ft'
Area REQUIRED, permanent pool
12,251 ft'
SAIDA ratio
6.64 (unitless)
Area PROVIDED, permanent pool, A'., l
17,933 ft`
OK
Area, bottom of 1 Oft vegetated shelf, Ate, ,I,m
14,627 ft
Area, sediment cleanout, top elevation (bottom of pond), AWyo„a
5,886 ft
Volumes
Volume, temporary pool
14,081 ft'
OK
Volume, permanent pool, Vp<.,,
58,291 ft'
Volume, forebay (sum of forebays if more than one forebay)
11,806 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
6.64 (unifless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
y (Y or N)
Volume, permanent pool, Vp, ,,,
58,291 ft'
OK
Area provided, permanent pool, Apmn�i
17,933 ft
OK
Average depth calculated -
3.25 ft
OK
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
3.0 It
Insufficient. Check calculation.
Calculation option 2 used? (See Figure 10-2b)
n (Y or N)
Area provided, permanent pool, Am.1
f?
Area, bottom of 1Oft vegetated shelf, At -,,If
ft`
Area, sediment cleanout, top elevation (bottom of pond), Awp w
ftz
_'Depth' (distance blw bottom of 1Oft shelf and top of sediment)
It
Average depth calculated
ft
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
It
Drawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.a "5-ft
Drawdown through weir?
n (Y or N)
Weir type
(unitless)
Coefficient of discharge (Cw)
(unitless)
Length of weir (L)
It
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
2.49 ft'Isec
OK
Post -development 1-yr, 24-hr peak flow
0.51 ft'/sec
Insufficient post -development peak flow.
Storage volume discharge rate (through discharge orifice or weir)
0.06 ft'Isec
Storage volume drawdown time
3 a—p.B4.gays
OK, draws down in 2.5 days.
Of, drawdown time is correct.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 It
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow 8 orifice?
y (Y or N)
OK
Freeboard provided
y It
OK
Vegetated filter provided?
n (Y or N)
OK
Recorded drainage easement provided?
y (Y or N)
OK
Capures all runoff at ultimate build -out?
y (Y or N)
OK
Drain mechanism for maintenance or emergencies
portable pump
Form SW401-Wet Detention Basin-Rev.5 Parts 1.811. Design Summary, Page 2 of 2

I.✓
MAR 0 6 2009
Permit Nol� I') �K o9oIt
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
( �
1. Plans (1" - 50'' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- 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.
Ar-i7 Ir
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure vnth 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.
arc-
�
C-lDS
�r .,
cabs•
F�Fu�
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.
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.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
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.5 Part III. Required Items Checklist, Page 1 of 1

MAR-1872009 WED 01:54 PM NCDENR FAX NO, 910 350 2004 P,.OB/09
State Stormwater Management Systems
Permit No. SW8 090116
P-636 Bachelor Enlisted Quarters, MCAS
Stormwater Permit No. SW8 090116
Onslow Countv
Designer's Certification
1 Howard Resnik, PE as a duly registered Professional Engineerin the
State of North Carolina, having been authorized to observe (periodically/ weekly/,full
time) the construction of the project,
Marine Corp Air Station P-636 Bachelor Enlisted Quarters Site
for Marine Corps- Base -Camp Lej uene (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:
See as -built drawings for "DEVIATIONS FROM DESIGN DRAWINGS"
note well.
CAR0�i���
Signature :'a SEAL
025483 —
Registration Number NC PE # 025483
��� GINE`�.
Date December 2, 2011
Page 7 of 8 .

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MAR-18-2009 WED 01:54 PM NODENR FAX NO, 910 350 2004 P. 09/09
State Stormwater Management Systems
Permit No. SW8 090116
Certification Requirements:
A1.1.
The drainage area to the system contains approximately the permitted
acreage.
JLLL2.
The drainage area to the system contains no more .than the permitted
amount of built -upon area.
_,Lt 3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
-&,Q_4.
All roof drains are located such that the runoff is directed into the system.
AR. 5.
The outlet structure elevations are per the approved plan.
_IL,IL 6.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet structure.
_,R, 8.
All slopes are grassed with permanent vegetation.
Lff. 9.
Vegetated slopes are no steeper than 3:1.
A(Q, 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.
49 Ar f, 12.
Required drawdown devices are correctly sized and located per the
approved plans.
P13.
All required design depths are provided.
//,It. 14.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
J* /k ,/C 15. The required system dimensions are provided per the approved plans.
X, 16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
...��,/^ C _ Onslow County Building Inspections r / /
) ./W �8 ✓:q'FlpwJ T74� Yf r0✓CSC r14N jqo* OC Jn QSb N. lff
Page 8 of 8