SW8080950_CURRENT PERMIT_20220831

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Oc5 oq 50
DOC TYPE
W CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 0cs 31
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
August 31, 2022
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmental QuaUty
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 080950
Infantry BN Interim Facilities
Onslow County
Dear Mr. Paul:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR"). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 10, 2022. The Division is hereby notifying you that permit SW8080950 has been
renewed, updated, and re -issued on August 31, 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 December 30, 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 ash][e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C— Permitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Permits & Projects\2008\080950 HD\2022 08 permit 080950
cc: Wilmington Regional Office Stormwater File
Aft 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
namry uwouw�
owei.mmr,��a.ob 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 080950
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMC Camp Lejeune Marine Base
Infantry BN Interim Facilities
Michael Road Camp Lejeune, Ons/ow County
FOR THE
construction, operation and maintenance of 1 wet detention pond(s) in compliance with the provisions
of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and as outlined in the application, approved stormwater management plans, supplement, calculations,
operation and maintenance agreement, recorded documents, specifications, and other supporting
data (the "approved plans and specifications") as attached and/or on file with and approved by the
Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be
constructed, operated and maintained in accordance with these approved plans and specifications.
The approved plans and specifications are incorporated by reference and are enforceable part of this
permit.
This permit shall be effective from the date of issuance until December 30, 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 1.7 of this permit. The stormwater control has been designed to handle
the runoff from 147,077 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on page 2 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 080950
6. The built -upon areas associated with this project shall be located at least 30 feet landward of
all perennial and intermittent surface waters.
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Buildings, ft2:
Sidewalk & Concrete, ft2:
Roads & Parking, ft2:
Offsite, ft2:
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency (%):
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL
j. Pre-dev. 1 year 24 hour, cfs:
k. Permanent Pool Volume, ft3
I. Forebay Volume, ft3
M. Maximum Fountain Horsepower:
n. Controlling Orifice:
o. Receiving Stream/River Basin:
p. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5
165,685
52,364
147,077
17,302
46,583
83,192
0
1.5
3.1
90
17.5
22,420
28,357
18.6
9
62,499
12,929
1/4
2.5"O pipe
Cogdels Creek / WO
19-23
"SC; NSW"
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
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:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
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, level spreader, filter
strip, catch basins and piping.
q. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The records will
indicate the date, activity, name of person performing the work and what actions were taken.
5. The permittee shall submit to the Division an annual summary report of the maintenance
inspection records for each BMP. The report shall summarize the inspection dates, results of
the inspections, and the maintenance work performed at each inspection.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 080950
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 1/4 horsepower.
7. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
8. 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.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
10. 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.
11, The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
12. 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.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8 080950
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
021­1.1045(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.
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.
TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
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.
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8 080950
G. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit renewed, updated and reissued this the 31 st day of August 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�X-. Bnan Wrenn, UireCtor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080950
Page 5 of 5

Attachment C - Permitting History
Infantry BN Interim Facilities
Permit No. SW8 080950
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
12/3/2008
Original
Approval
1.0
construction, operation and maintenance of I wet detention
pond(s) in compliance with the provisions of Session Law 2006-
246 and 15A NCAC 2H .1000; The stormwater control has been
designed to handle the runoff from 147,077 square feet of
impervious area.
8/31/2022
Renewal
2.0
Expires December 30, 2029

Permit Number. t ( 095-0
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is 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 SW401-Wet Detention Basin O&M-Rev.3 I Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
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 s ravin .
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.3 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 feet in the main pond, the
sediment shall be removed.
3
When the permanent pool depth reads 1.8-.5_ feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
14.5 Pe manell\
--------------- -- Volume
13.5 -ft Min.
Sediment
Storage
FOREBAY
Permanent Pool Elevation 17.5
Pool
Sediment Removal Elevation 13.5 Volunu
-
--------------------------------------- - -- -----
Bottom Elevation
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4
1-ft
Storage

Pennit Number:
(to be provided brDIVQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to unv changes to the system or responsible party.
Project name:lnfantry BN Interim Facilities
BMP drainage area number:
Print name:Carl baker. P.E.
Title:Deputy Director of Public Works
Address:1005 Michael Road_ Camp Lejeune. NC 28542
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.
1; %f�� �1-/>r4d . it Notary Public for the State of
County of 4jyXx) , do hereby certify that
,�� personally appeared before me this o2
day of ����� G 4 and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
r
seal,
AUCE A 80t"TfE
"c"V Pub1IC'
On*m County
BROO of North corollna
__.�..,..�. s.nl. Oot 23. 2010
SEAL
My commission expires 2Y Vic
Form SW401-Wet Detention Basin 0RM-Rev.3 Page 4 of

UEMLH USE UNLY
Date Received Fee Paid Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 080950
2. Project name: Infantry BN Interim Facilities
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? N/A
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/energy-
mineral-land-resou rces/energy- mineral -land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at https:Hdeg.nc.gov/about/divisions/energy-mineral-land-
resources/energy- mine ral-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 Puhlic Works Division
4. Mailing Address: MCB Camp Lejcune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP : 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: neal.paulQusmc.mil
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 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 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
❑ 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. 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/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

3
18" MIN. 1 I
5' FLAT BOTTOM
18"
18" THICK CLASS B RIP —RAP
FILTER FABRIC
RIP -RAP LINED CHANNEL SECTION
N.T.S.
Yi" EXPANSION
3
18" MIN. 1 F
5' FLAT
w
psi)
95% COMPACTED SUBGRADE
%" EXPANSION JOINT
1. CONTRACTION JOINTS SHALL BE SPACED ® 5' O.C.
CONCRETE CHANNEL SECTION
N.T.S.
® DATE TITLE SHEET NO.
Dewberry CORNER OF CHANNELS
Dew bwrty & Dais.1w. 12/17/09 DETAIL
®wawoaoworww CODE (DENT PROJECT ��-2
,tom, NO PR(11F(:T nR_Ml9 INFANTRV AN

5' FLAT BOTTOM
H
EJ STRAW W/NET
J
CLASS B RIP RAP
18" MIN.
3'
I I W
j Z I j CLASS B RIP RAP
` 3 18" MIN.
3
a
fA
CHANNEL 2 - 5' FLAT BOTTOM ® 0.60%
CHANNEL 4 - 5' FLAT BOTTOM ® 0.40%
CORNER OF CHANNELS DETAIL
N.T.S.
Dewberry® DATE TITLE C SHEET N0.
lo
CORNER OF CHANNELS
Dwvbeny A DMs.Im. 12/17/09 DETAIL
miior000e o",e CODE IDENT PROJECT C���
„��, NO PQn lrr.T OR",10 IMCAWTPV RIJ J

DEPARTMENT OF NAVY
NAVAL FACILITIES ENGINEERING COMMAND
OFFICER IN CHARGE OF CONSTRUCTION, MCI EAST
THIS IS NOT NOTICE TO PROCEED WITN THE BELOW CNANOES.
PROPOSED CHANGE/REQUEST FOR PROPOSAL
Date Issued:
CONTRACT/TASK ORDER NUMBER N40085-07-C-1910 T.O. 0035
Counter Battery, Civil Affairs, Artillery Interim Facilities
11 JAN 2010
PC Number:
0012
We propose the following change in accordance with contract clause FAR 52.243-4, Changes
(AUG 1987):
Contractor:
ALDERMAN BUILDING CO, INC
Contractor shall provide all labor, materials, and equipment necessary to perform the following change:
PCO 12 Storm Water System Revisions and Bollards. Provide material, labor and
equipment to:
1) Restore storm water system swales and detention pond to 'as -designed' conditions
with reinforcement as noted on attachments. Swales to be constructed with
constant slope; check -dams must have a defined weir. Grass -lined swales should
included geo-netting; transitions between concrete and grass should be rip -rap as
shown. Construct 8" #57 stone berm along fence -line bordering NW side of fore -
bay to prevent erosion. Restore spill -ways with geotextile and rip -rap. Re -grade all
storm -damaged areas, re -seed, and stabilize.
2 Place 2 4" steel bollards at SE comer of building to protect LP gas meter.
Your proposal should include detailed breakdown as required by the contract clause, Modification Proposals- Price
Breakdown to permit a comprehensive review and evaluation of all labor, materials and equipment costs. Note, as
explained in the Pre -Con, the more information you provide to support your pricing, the faster we will be able to
settle on a fair and reasonable price. Excerpts from construction industry cost -estimating guides and competitive
supplier and vendor quotes are encouraged.
All requests for time extensions shall include a thorough justification showing how the change affects the schedule.
Please submit an updated CPM schedule (if required by contract) with your request.
Send proposal to LT MICHAEL CARR Project Engineer, by 25 JAN 10
Issued b}:
}ICHAEL.WILLIAM.II.
Received by:
CARR.
1239742706 o.�.. xoiom.0 ixm:u usaa
Project Engineer Date
Contractor Date

State Stormwater Management Systems
Permit No. SW8 080950
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.
BLS. The outlet/bypass 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/bypass 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 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.
cc: NCDENR-DWQ Regional Office
Onslow County Planning Department
Page 8 of 8

01-kato -[o �S
infantry BN Interim Facilities
Stormwater Permit No. SW8 080950
Onslow County
State Stormwater Management Systems
Permit No. SW8 080950
Designer's Certification
I, �4n�ek LA<< as a duly registered Pr° SSIC4.' inthe
State of North Carolina, 'having been authorized to observe 4feriodiciweeky-fult-
4ime) the construction of the project,
WSW
METV
r .►��.. .. 1 w
for M,awaE r`pd^ &Le& P o ttdxit (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature A
Registration Number 01 YY 5 _Zi
Date 3
Page 7 of 8
rm-n of cv $v..gi.Hi
SEAL
�.1
14433
V.
n13A/4

D. PERMITTTEE/� //
S C RTIFICATIO
I, �W A' `� , 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 the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs or ownership. I rmation provided on this permit renewal application is, to the best of my
knowledg , corr cPndomp te.
Signature: Date:
NOTARIZATION:
I, Eric) I l)ysor\ a Notary Public for the State of
K0(A% e.W0ku-)0- County of D �0� do hereby certify
that :::�,oba.,rk qV �rl c� 1� personally appeared before me
this the 2li day of 20 2�, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
`,,rrrurrr'
NOTAR Y z
Notary 91g?Mure:101.
-
PUB
txn .!iop. pir2s �
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

: `si?.M` '..'P _: "- °=« d3',.: "'CY.. '..fi:�- i;._.t. 4:•7+=,'�;ro i �,�•j,
UEMLH USE UNLY
Date
eceiv d
Fee Paid
Permit Number
$
p �a
E rnf FuJDa Soy—
SWY O O $
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with,15A NCAC 2H.1045f3). 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 080950
2. Project name: Infantry BN Interim Facilities
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://deg,nc.00v/about/divisions/enerav-
minera l-land-resou rces/e ne rav-m in a ral-land-ru l es/stormwate r-program /post -construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: httos:Hdeg.nc.aov/about/divisions/energy-mineral-land-
resourcesteneray-mineral-land-rules/stormwater-program/r)ost-construction. State Stormwater Permits do not
the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Lejeune
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.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: -ZIP: _
6. Phone: [phone] Email: neal.paul®usmc.mil
A_�.�_� _
FIB An.
AUG 10 2; j
8'
fly.
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018
inv'Si �" ` '� ir»'' ..s <, -'� �. ' 3'rY.'><i'CY • : ...t.. Fy' ' �.F . 5r_5^c2. 1 .y t`'2

'''-. `,r7*A. _.}r -G+-B'".'_4.. .+�",r; iw.`:•=3
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
❑ 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. Designer Certifications, Please select one:
❑ A copy of the certilication(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.00v/online services/search/by title/ Business Registration
Slormwaler Permit Renewal Application Form Page 2 of 3
EL.6sa Fes® j 6`,-..�i
Li
` AUG 102022
f3Y.
May 11, 2018
a
. �.t
` .:�'�:d. s+sc iw , t. • .'kmk s "rr i.' Ali r, €^ dr k' j'f"` �.. aX .�:'° s" h' �' i.y,'

D. PERMIT —TEES CIERTIFICATIO,.�L
dfT I, h • I — the person legally responsible for the permit, certify that I have
a copy of the Permit and 08M 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 08M Agreement and approved plans. 1 agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs. or ownership. fAffiiNrmation provided on this permit renewal application is, to the best of my
Signature: Date: 7 to bZ
NOTARIZATION: r
I, CrlYl ' l)QJ SOf1 a Notary Public for the State of
n
NGr4V%. 1. A1fGkVNO County of D riNOld , do hereby certify
that '�.n%¢ ,rk 'A . LrJvq&u personally appeared before me
this the day of .i a L , 20 29-, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
..uuu.-
NOTARY
a
AUG 10 2;
Rv.
Slormwaler Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. �(J-J'So SU�',�
NUU V � 1 9 2008 (to be provided by DWO)
® uF wn rfy
`%"
PK®ENk
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-ROJECT;INFORMATION_ —1
Project name Infantry BN Interim Facilities
Contact person Cad Baker, P.E.
Phone number 910451-2213
Date 11/18/2008
Drainage area number 1
II.jDESIGN'INFORMATION't, r
Site Characteristics
Drainage area 218,049.00 ft'
Impervious area 147,077.00 ft'
%impervious 67.45 %
Design rainfall depth 1.50 in
Storage Volume: Non -SR Waters
Minimum volume required
17,875.00
ft3
Volume provided
28,357.00
f13
Storage Volume: SR Waters
1-yf, 24-hr runoff depth
in
Pre -development 1-yr, 24-hr runoff
It3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
d3
Volume provided
It
Peak Flow Calculations
1-yr, 24-hr rainfall depth
2.72
in
Rational C, pre -development
0.38
(unitless)
Rational C, post -development
0.69
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
4.74
inlhr
Pre -development 1-yr, 24-hr peak flow
9.00
ft3lsec
Post -development 1-yr, 24-hr peak flow
16.30
ft3lsec
PrelPost 1-yr, 24-hr peak flow control
7.30
ff3lsec
Basin Elevations
Basin bottom elevation
12.50
ft
Sediment cleanoulelevation
13.50
it
Bottom of shelf elevation
17.00
it
Permanent pool elevation
17,50
it
SHWT elevation
17.40
fit
Top of shelf elevation
18,00
it
Temporary pool elevation
18.60
it
Form SW401-Wet Detention Basin -Rev 4 Parts I. 3 IL Design Summary, Page I of

.
NOV I
r
R
Permit No,SL'QF C) 0 �
(to be provided by DWQ)
Ili+DESIGN IN FORMATION`
Volume and Surface Area Calculations
SDP Q�SEDr nE ��
SAIDA ratio
8.10
(unifless)
,4
Surface area at the bottom of shelf
18,938,00
it'
Volume at the bottom of shelf
52,160,00
it'
Permanent pool, surface area required
17,629.00
ft'
Permanent pool, surface area provided
22,420,00
ft' OK
Permanent pool volume
62,499 00
ft' t 2
Average depth for SA/DA tables
3.1 it °Id'""� Minimum
of 3 ft required, Increase depth
Surface area at the top of shelf
26,311.00
ft'
Volume at the top of shelf
74,682.00
ft'
Forebay volume
12,929.00
ft'
Forebay % of permanent pool volume
20.69
% OK
Temporary pool, surface area provided
22,420.00
ft'
Drawdown Calculations
Treatment volume drawdown time
2.19
days
OK
Treatment volume discharge rate
0.10
ft'/s
Pre -development 1-yr, 24-hr discharge
9.00
ft'/s
OK
Post -development 1-yr, 24-hr discharge
1.20
ft'Is
OK
Additional Information
Diameter of orifice
2,5
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
ft
ON
Length of flowpath to width ratio
3.00
:1
OK
Length to width ratio
3.00
:1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
ON
Freeboard provided
1.30
ft
OK
Vegetated filter provided?
N
(Y or N)
Design must be based on 90°-" TSS removal
Recorded drainage easement provided?
N
(Y or N)
Need a recorded dreivage easement
Captures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Gate valve
2
Form SW401-Wet Detention Basin -Revd Parts I. & II. Design Summary. Page 2 of 2

Permit No.
(to be provided by DWO)
III iREQUIREDIITEMS:CHECKL'15r, , e —f
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
Initialp Sheet No.
C-0Sr
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.
2. Partial plan (i" = 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.
&C64 C'09 3. Section view of the dry detention basin (I = 20' or larger) shoving:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
-� &OdJ 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.
60— fi. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
�(�/ru 7. The supporting calculations.
C/p1 rn 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Sµ6MAJ
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 SW4e1-Wet Detention Basin-Rev,4 Part III. Required Items Checklist, Page 1 of 1

State Stormwater Management Systems
Permit No. SW8 080950
01- mto -To -�S /
Infantry BN Interim Facilities /
Stormwater Permit No. SW8 080950 I/
Onslow, County
Designer's Certification
'/ I
as a duly registered Pr• SSI��•' t fOW in the
State of North Carolina, having been authorized to observe ekeriodica wesklyf4aff'
-time) the construction of the project,
•:+_ 3 Y UL. � •if i � w..
for MAa.we 0px ep&,4, CAwa LejeLNVE (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
t�Gl oriL�7 CO.+nvt- Mo.Aptur 0" Twrr
9��t,�.wfly5.
/ /7 1 %/
Signature l �v
Registration Number (/ yY
Date 3 //( &)
RECEIVED
APR 12 2010
BY:____
rm-ns,Ev Swami
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 080950
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.
BLS. The outlet/bypass 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/bypass 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 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.
cc: NCDENR-I)WQ Regional Office
Onslow County Planning Department
Page 8 of 8