SW8970847_HISTORICAL FILE_20211216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 01-108`41
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 lzl10
YYYYMMDD

ROY COOPER
Cavmior
ELIZABETH'S. BISER
secretary
BRIAN WRENN
Director
December 16, 2021
NORTH CAROLINA
Environmentaf.Quality
MCB Camp Lejeune
Attn: Commanding General
c/o Talia Prendergast, PWD Civil Engineer
1005 Michael Road
Camp Lejeune, NC 28647
Subject: Post -Construction Stormwater Management Permit No. SW8 970847
Tactical Support Van Pad
High Density Project
Onslow County
Dear Commanding General
The Division of Energy, Mineral and Land Resources received a complete, modified Post -Construction
Stormwater Management Permit Application for the subject project on December 15, 2021. Staff review of the
plans and specifications has determined that the project, as proposed, complies with the Stormwater Regulations
set forth in Title 15A NCAC 2H.1000 (1995 Rules) as amended on January 1, 2017 (2017 Rules). Please refer to
Attachment C for a detailed description of the current proposed major modification and a list of all the past
modifications approved during the effective period of the permit. We are hereby forwarding the modified,
updated, and re -issued Permit No. SW8 970947 dated December 16, 2021, for the construction, operation and
maintenance of the built -upon areas (BUA) and stormwater control measures (SCMs) associated with the subject
project. Please replace the previous application (SWU-101) and supplement with the attached modified versions.
Please replace the previously approved plan sheet(s) with the approved modified version(s) enclosed.
This permit shall be effective from the date of issuance until March 7, 2022, which includes all available
extensions, and does not supersede any other agency permit that may be required. The project shall be subject to
the conditions and limitations as specified therein. 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 allquestions 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 Garrett Zorda in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
CRC. WC-0
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Application Documents
DES/gdz: \\\Storinwater\Permits & Projects\1997\970847 HD\2021 12 permit 970847
cc: William Neider, PE; Michael Baker international, Inc.
Brandon Fombelle, PE, Michael Baker International, Inc.
Wilmington Regional Office Stormwater File
nomrt Eu North Carolina Department of Environmental Quality I Division of Energy, Mrieral and land Resources
r
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
ue..r•rw...�e+nww�/ 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 970847
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 (1995 Rules) as
amended on January 1, 2017 (2017 Rules) (collectively, the "stormwater rules'),
PERMISSION IS HEREBY GRANTED TO
Marine Corps Base Camp Lejeune
Tactical Support Van Pad
Canal Street, Camp Lejeune, Onslow County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) for one (1) area of
redevelopment (the `redevelopment area") as well as BUA draining to one (1) wet detention pond
("stormwater control measures' or "SCMs") as outlined in the application, approved stormwater
management plans, supplement, calculations, operation and maintenance agreement, recorded
documents, specifications, and other supporting data (the "approved plans and specifications') as
attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or "DEMLR"). The project shall be constructed, operated and maintained in accordance
with these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until March 7, 2022 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.
APPLICABLE RULES. The drainage area identified as SW8 970219 Proposed Permit Boundary
is subject to the 1995 Rules and the 2017 Rules and as clarified in the 1995 Rules and the 2017
Rules specific conditions listed herein.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 376,357
square feet. The runoff from all BUA within the permitted high density drainage area of this
project must be directed into the permitted SCM. The BUA requirements and allocations for this
project are as follows:
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 970847
a. REDEVELOPMENT. The redevelopment portion of this project is exempt from permitting
requirements under the following conditions:
i. The project must be constructed as shown on the submitted plans.
ii. The redevelopment area proposes 62,058 square feet of BUA, which does not
exceed the existing BUA of 62,058 square feet. This permit does not provide any
allocation of BUA for future development within this redevelopment area.
iii. The proposed stormwater control piped collection system provides equal protection
of surface waters as the existing stormwater control piped collection system.
b. SCM BUA LIMITS. The SCM has been designed to handle the runoff from 314,299 square
feet of BUA within the delineated drainage area. The BUA for the future development is
limited to 64,314 square feet.
PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
4. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
SCM DESIGN (1995 Rules). The SCM is permitted based on the following design criteria
and as shown in the approved plans and specifications. This SCM must be provided and
maintained at the design condition.
Wet Pond
SCMs, identified as:
Pond 1
a.
Drainage Area, acres:
Onsite, subject to 1995 Rules, ft2:
Onsite, subject to 2017 Rules, ft2:
Offsite, ft2:
12.29
528,468
6,762
67,518
b.
Total Impervious Surfaces, ft2:
Onsite, subject to 1995 Rules, ft2:
Onsite, subject to 2017 Rules, ft2:
Offsite, ft2:
314,299
307,537
6,762
67,518
c.
Pond Design Depth, feet:
4
d.
TSS Removal Efficiency:
90
e.
Design Storm, inches:
1995 Rules
2017 Rules
1.0
1.5
f.
Permanent Pool PP Elevation, FMSL:
16.4
g.
Permitted PP Surface Area, ft2:
37,410
h.
Temporary Storage Elevation, FMSL:
17.24
i.
Permitted Storage Volume, ft3:
33,244
j.
Controlling Orifice, inch 0 pipe:
3
k.
Orifice Flow Rate, cfs:
0.15
I.
Time to Drawdown, days:
2.0
m.
PP Volume, ft3:
31,468
n.
Forebay Volume, ft3:
8,000
o.
Receiving Stream/River Basin:
Southwest
Creek/White Oak
p.
Stream Index Number
19-17- .05
q.
Classification of Water Body:C,
NSW
b. POND DISCHARGE (1995 Rules). A vegetated filter strip is not required for the discharge as
the wet detention pond(s) has(have) been designed for a 90% total suspended solids
removal efficiency.
c. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 970847
d. FOUNTAINS (1995 Rules). Decorative spray fountains will be allowed in the stormwater
treatment system if calculations are provided documenting the permeant pool volume is
greater than 30,000 cubic feet.
e. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. EASEMENTS. All SCMs, stormwater collection systems, vegetated conveyances, and
maintenance access located on property owned by other persons or entities must be located
in permanent recorded easements or drainage easements as shown on the approved plans.
CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment -Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the stormwater permit. Upon restoration, a new or updated
certification will be required for the SCM(s) and a copy must be submitted to the appropriate
DEQ regional office.
7. MODIFICATIONS. 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), 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 infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a pervious 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 970847
DESIGNER'S CERTIFICATION. Upon completion of construction, prior to issuance of a
Certificate of Occupancy, and prior to operation of this permitted facility, the permittee shall
cause a certification from an appropriate designer for the system installed to be submitted,
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.
9. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by the
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.
b. MAINTENANCE RECORDS. 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.
10. 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 15A NCAC 02H.1045(3).
11. CHANGES TO THE PROJECT NAME, PERM ITTEE 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.
12. TRANSFER. This permit is not transferable to any,person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request
must be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
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.
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8 970847
13. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA within each drainage area and for the entire project does
not exceed the maximum amount allowed by this permit. The permittee shall review and
routinely monitor the project to ensure continued compliance with the conditions of the
permit, the approved plans and specifications.
b. 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.
c. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
e. 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.
f. 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.
g. 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
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are 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 modified, updated, and reissued this the 161" day of December 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C Brian D
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 970847
Page 5 of 5

Post -Construction Stormwater Management
Permit No. SW8 970847
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• As -Built Designer's Certification General MDC
• As -Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

Post -Construction Stormwater Management
Permit No. SW8 970847
AS -BUILT PERMITTEE CERTIFICATION
1 hereby state that I am the current permittee for the project named above, and I certify by my
signature below, that the project meets the below listed Final Submittal Requirements found in NCAC
02H.1042(4) and the terms, conditions and provisions listed in the permit documents, plans and
specifications on file with or provided to the Division.
eCheck here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As -built Package Submittal.
Printed Name Sign
a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this
day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
%s ..
Permittee's Certification°NCAC 1042(4)
Completed /
N/A .:
NProvided .
A: ' DEEDIRESTRICTIONS!IIBUk,RECORDS
1. The deed restrictions and protective covenants have been recorded
Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
permit conditions.
2. A copy of the recorded deed restrictions and protective covenants
Y or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note
Y or N
1
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection / conveyance
Y N
system are located in recorded drainage easements.
or
2. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE-FAMILY,RESIDENTIAL LOTS - Plats for residential lots that
Y N
have an SCM include the following:
or
1. The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in
Y N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
or
without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&M Agreement is recorded with the Register of Deeds and
Y N
appears in the chain of title.
or
F. OPERATIONiAND;MAINTENANCE PLAN— maintenance, records. are
being5kept in a known set locration for each SCM and are available for
Y or N
review.
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 970847
surveys,
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 970847
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules
and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Sig
NC Registration
Number
SEAL:
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
OO Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or project.
Consultan"tls^Certfcation,NCAC g1003((3) B General,MDC
[
, OO As bwlt,
N/E�
®N/A�:
1.050 u1. _w ...
A. TREATMENT=:REQUIREMENTS
1. The SCM achieves runoff treatment.
Y or N
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is
Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed
Y or N
into the permitted SCM and is accounted for at the full
build -out potential.
5. The project controls runoff through an offsite permitted
Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project
Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design
Y or N
criteria.
B. VEGETATED SETBACKS 7 BUA .
1. The width of the vegetated setback has been measured
Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7
Y or N
b2 2 is located in the setback.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 970847
4. BUA that does not meet the requirements of NCGS 143-
Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at
Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
OAs-built
ON/E
©N/A
C. STORM OUTLETS — the outlet handles the peak
Y N
flow fromfhel0 year storm -with no downslo a erosion.
or
D. VARIATIONS"
1. A variation (alternative) from the stormwater rule
Y N
provisions has been implemented.
or
2. The variation provides equal or better stormwater control
Y N
and equal or better protection of surface waters.
or
E. °COMPLIANCEWITH OTHER REGULATORY PROGRAMS
Y N
has been met.
or
F. SIZING -the volume of the SCM takes the -runoff from all
surfaces into account and is sufficient to handle the required
Y or N
storm de
G. aCONTAMINATEDSOILS - infiltrating SCM's are not
Y .or N
"locatetl;inror'eon-areas with'contaminated soils.
H. ,SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V.
Y or N
2. Side slopes include retaining walls, gabion walls, or
Y or N
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
supporting documents for soils and vegetation).
C EROSION PROTECTION'
1. The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope of the
Y or N
discharge point during the peak flow from the 10 year
storm.
J.EXCESS FLOWS — An overflow / bypasshas, been
Y N
provided.
or
K. 'DEWATERING —A method to drawdown standing water has
Y or N
been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state.
M. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes
Y or N
>3:1.
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed', under Chapters 89A, 89C, 89E, or
Y or N
89F of the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 970847
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets all of the MDC found in NCAC 02H.1053, in accordance with
the permit documents, plans and specifications on file with or provided to the Division, except as
noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules and the general
statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
NC Registration Num
SEAL:
ignature
Consultant's Mailing Address:
City/State/ZIP
9STdiTENW2 67M
Consultant's Email address:
O Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on
page 2
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC
02H.1050
Consultantis,.0Fort fication (MRC ?g1053),
""a03obwlt'
�,.
A.'Foretia'/)De ths` F,5L—intain
1. The available Sediment storage is consistent with the
Y N
approved Ian and is a minimum of 6 in.
or
2. Water flow over the forebay berm into the main pond
Y N
occurs at a non -erosive velocity.
or
3. The provided Forebay Volume is 15%-20% of the main
Y N
pool volume.
or
4. The Forebay entrance elevation is deeper than the exit
Y N
elevation into the pond.
or
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted
Y or N
value?
6. Fountain documentation is provided.
Y or N
B.:Side,slo s /,.Bariksy/`Ve etated Shelf,
1. The width of the Vegetated Shelf is consistent with the
Y N
approved plans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the
Y N
approved plans and is no steeper than 6:1.
or
C. kAs bwlt)MaiiiP�ool/Areas)/ Volumes?/#Elevations
1. The permanent pool surface area provided is consistent
y N
with the permitted value.
or
2. The Temporary Pool Volume provided is consistent with
y N
the permitted value.
or
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 970847
3.
The permanent pool elevation is consistent with the
y
IN
value.
or
4.
The temporary pool elevation is consistent with the
Y
IN
value.
or
R(OAs build
Z %E11
E03.ON%A
a„>
1.
The design volume draws down in 2-5 days.
Y
or
N
2.
The size of the Orifice is consistent with the permitted
Y
INvalue.
or
3.
A trash rack is provided on the outlet structure.
Y
or
N
4.
Hydrologic impacts to the receiving channel are minimized
Y
IN
the 1 r 24 hr storm discharge?
or
5.
The inlets and the outlet location are situated per the
Y
INa
roved Ian and avoid short-circuiting.
or
'E. 1/e etation
'
1.
The vegetated shelf has been planted with a minimum of 3
Y
N
diverse species,
or
2.
The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or
Y
or
N
no less than 24 inches on center.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/E"
below. Attach additional pages as needed:
Page 6 of 6

Post -Construction Stormwater Management
Permit No. SW8 970847
Attachment C - Permitting History
Tactical Support Van Pad
Permit No. SW8 970847
Approval
Permit Action
RIMS
Description of the Changes
Date
Version
Original
Approved the construction of a wet detention
1/28/1998
Approval
1.0
pond designed to handle the runoff from a total
of 307,534 square feet built -upon area (BUA).
Approved the reallocation of 60,048 square
3/20/2002
Plan Revision
1.0
feet of future BUA for the construction of the
P-512 Property Control Facility.
Renewed the permit with a new expiration date
3/7/2008
Renewal
2.0
of March 7, 2018. This date was later extended
until March 7, 2022.
Approved the modification of the property
boundary to remove a portion and include a
portion of the area to accommodate the P378
Hangar project. The total BUA approved to
12/16/2021
Major
2.1
drain to the pond was increased to 314,299
Modification
square feet, which the pond, as -built, was
proved to be able to handle. This modification
also included the addition of an area of
redevelopment with 62,058 square feet of
BUA.
Page 1 of 1

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
0
pp
V
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Tactical Support Van Pad
2. Location of Project (street address):
Building AS4090, Canal Street, MCAS New River NC
City: County: Zip:
3. Directions to project (from nearest major intersection):
From the intersection of Campbell Street and Canal Street (MCAS New River): Travel south/southwest on
Canal Street for approximately 350 meters. Subject facility will be located on the left past Bldg AS4078 amd
before Bldg AS4090. Turn left pas Bldg AS4078 into the servicing parking lot/storage pad Wet detention
basin is located between Bldgs AS4078 & AS4090.
4. Latitude:34* 43' 00.21" N Longitude:77° 27' 10.00" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8970847 , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version Oct. 31, 2013 Page I of

5. Is the project located within 5 miles of a public airport? ❑No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/lr/rules-and-regulations
III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Marine Corps Base, Camp Leieune
Signing Official & Title:Talia Prendergast, MCB Camp Lejeune Public Works Division
b. Contact information for person listed in item la above:
Street Address:1005 Michael Road
City:Camp Leieune State:NC Zip:28547
Mailing Address (if applicable):
City: State:
Phone: (910 ) 451-3238 x3242 Fax: ( )
Emafl:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
City:
Phone: ( )
Fax:
a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #: ( )
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Drainage Area 1 - Existing Wet Detention Pond
Drainage Area 2 - Redevelopment Exclusion Area
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ I h II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 12.29 acres
5. Total Coastal Wetlands Area
6. Total Surface Water Area:
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = "Total Project
Area':12.29 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHW) litre or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon urea (BUA). Norrcoastal ioetlaruds landurwrd of Hue NHW (or MHbVg line pray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 58.75 0/O
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposer) engineered
storunvater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Southwest Creek
Southwest Creek
Stream Class *
C, NSW
C, NSW
Stream Index Number *
19-17-(.05)
19-17-(.05)
Total Drainage Area (so
535230
62,058
On -site Drainage Area (sf)
535230
62,058
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** sf
314,299
Impervious Area** total
59
1 100
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
60,713
On -site Streets (so
On -site Parking (so
14,323
10,000
On -site Sidewalks (sf)
Other on -site (so
Future (sf)
64,314
Off -site (sf)
Existing BUA*** (sf)
174,949
52,058
Total (so:
314,299
62,058
Stream Class and Index Number can be determined at: httn://yortnl.ncdenr.or each/eo l(ps/csu/clnssr;ficntions
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Protects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent storm water requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://portal.ncdenr.org/web/wq/`­ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hqp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office maybe found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wg/ws/so/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. WDN
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N/A
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M WDN
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to WDN
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for WDN
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the WDN
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). WDN
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: WDN
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify N/A
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: N/A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N/A
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corl2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from htW:/Iportal.ncdenr.org/web/Ir/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:William Neider
Consulting Firm: Michael Baker International
Mailing Address:100 Airside Drive
City:Moon Twp. State:PA Zip:15108
Phone: [phone] Fax: ( )
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
01F.110
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in Contact Information, item la) 'ja1ia VYtr�daxgaSi
certify that the information included on this permit application form is, to the the be�owledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date: ];� 14H.a '2A21
I, )j a Notary Public for the State of B�M. County of
TAN\;&BW do `h�e`rsebyy�c�er�tify that 741tG �9VMr%dJA%*5`} personally appeared
before me this W1 day of rY4V�J ol�i� , and acknowledge the
�due
, execution of the application for
a stormwater permit. Witness my hand and "official seal, ` {
�`���lIN�O�NIryryII,,,
,,.• R. SAtyo '�..
`�\ Vseloq F•-%
r, �4oNOTAR Y��'`• ,'n
i Oyir`'?faY 26:2�ry�'�
P ,.
SEAL
My commission expires ` , l k � � ZZQ
Fonn SWU-101 Version Oct. 31, 2013 Page 6 of 6

I N T E R N A T 1 0 N A L
LETTER OF TRANSMITTAL
To: North Carolina Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Garrett Zorda
SENT To YOU VIA:
❑
Mail
❑
Blueprinter
Michael Baker
❑ E-Mail
❑
Your Pick -Up
❑
Messenger
We Make o Difference
DATE:
12/14/2021
JOB No:
180807
REFERENCE:
DESCRIPTION:
Major Modification Application
SW8 970847
E Overnight Delivery (Carrier) FedEx Standard Delivery
❑ Other Courier
SUBMITTAL
NO.
NO.
COPIES
DESCRIPTION
COMMENTS
2
2
Major Modification Application
EC
NF
DEC,
15 2021
BY:
SENT FOR YOUR:
❑ Files
REMARKS:
COPIES TO:
E Approval E Review ❑ Comments ❑ Per Your Request
❑ Signature ❑ use ❑ Information ❑
BY: Brandon Fombelle
100 Air5ide Drive I Moon Township, PA 15108
MBAKERINTL.COM Office: 412.269 6300 1 Fax: [phone]

We Make o Difference
INTERNATIONAL
December 13, 2021
Mr. Garrett Zorda
North Carolina Department of Environmental Quality
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: STANDARD
Request for Additional Information
Stormwater Project No. SW8 970847
Tactical Support Van Pad
Onslow County
Dear Mr. Garrett Zorda:
Michael Baker International (Michael Baker) is providing the following responses to address comments
identified in your email dated December 13, 2021 regarding the Tactical Support Van Pad Permit
Modification.
1. The BUA table provided on plan sheets EX-1.1 through EX-1.5 for the SW8 970847 modification
was not updated and is inconsistent with the rest of the submitted documentation. For example,
this table still indicates that the total existing BUA is 377,233 square feet, however, it was
previously confirmed that the total existing BUA per the permit is 307,537 square feet.
Furthermore, the table still indicates that the proposed total BUA is 383,995 square feet. The
revised table in Section IV.10 of the application, however, indicates that the total proposed BUA
for the are draining to the wet detention pond is 314,299 square feet. Please revise the table on
plan sheets EX-1.1 through EX-1.5 for the SW8 970847 modification an ensure the information is
presented consistently throughout the entire application package. Please ensure two (2) hard
copies of all revised plan sheets/documents are provided. Please also ensure oil revised plan
sheets are signed and sealed by the appropriate licensed professional.
RE: The table on the exhibits has been updated to match Section IV.10 of the application. The
updated EX 1.1 through EX 1.5 have been provided in the attached resubmission package. '
2. The pre/post development BUA and drainage area was not quantified for the redevelopment area
proposed within SW8 970847, as requested in Item 3.i. of the November 8, 2021 letter. The
response received on November 12, 2021 indicates that "The reason no changes were shown is
that no changes are being made. The area is proposed to be milled and overlaid...." Section IV.10
of the application, however, provides BUA information for both "Existing" and proposed "Parking"
BUA, 52,058 square feet and 10,000 square feet, respectively, for a total of 62,058 square feet.
This proposed "parking" area appears to be existing asphalt area that is being resurfaced and
proposed to be designated as a parking area based on the submitted plans and documentation.
100 Airside Drive l Moon Township, PA 5108
MBAKERINTL.COM
Office: 4i2.269.6300Fax: 4I2.375-3996

We Make a Difference
I N T E R N A T 1 0 N A L
Mr. Garrett Zorda
December 13, 2021
Page 2
With that said, for redevelopment projects, pre/post development BUA and drainage area must
be quantified, typically in a table or narrative (similar to the submittal for the Hangar
Redevelopment project), to demonstrate equal or less built -upon area is proposed. These numbers
are also necessary as they are written into the permit to ensure they are preserved in perpetuity.
Please provide the pre/post development BUA and drainage area for the redevelopment area.
RE: A call out has been added to the SW8970847 redevelopment exemption area clearly calling
out the existing BUA and proposed BUA which results in a net 0 change in impervious surface.
Please feel free to contact me at [phone] or at [e-mail] with any
questions or comments necessary to facilitate your review and allow this project to move forward to
construction. Thank you for your assistance.
Sincerely,
MICHAEL BAKER INTERNATIONAL, INC.
&t1a�4��
Brandon Fombelle, P.E. (on behalf of Bill Neider)
Project Manager
Enclosures

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Monday, December 13, 2021 10:31 AM
To: 'Prendergast CIV Talia M', '[e-mail]'; 'Fombelle, Brandon'
Cc: Hall, Christine
Subject: RE: Tactical Support Van Pad (SW8 970847) - Request for Additional Information
Good Morning All,
I have reviewed the subject project and almost everything is good to go. There are just a couple of potentially minor
items that must be addressed before I am able to approve the modification(s). Please address the following items:
1. The BUA table provided on plan sheets EX-1.1 through EX-1.5 for the SW8 970847 modification was not updated
and is inconsistent with the rest of the submitted documentation. For example, this table still indicates that the
total existing BUA is 377,233 square feet, however, it was previously confirmed that the total existing BUA per
the permit is 307,537 square feet. Furthermore, the table still indicates that the proposed total BUA is 383,995
square feet. The revised table in Section IV.10 of the application, however, indicates that the total proposed
BUA for the are draining to the wet detention pond is 314,299 square feet. Please revise the table on plan
sheets EX-1.1 through EX-1.5 for the SW8 970847 modification an ensure the information is presented
consistently throughout the entire application package. Please ensure two (2) hard copies of all revised plan
sheets/documents are provided. Please also ensure all revised plan sheets are signed and sealed by the
appropriate licensed professional.
2. The pre/post development BUA and drainage area was not quantified for the redevelopment area proposed
within SW8 970847, as requested in Item 3.i. of the November 8, 2021 letter. The response received on
November 12, 2021 indicates that "The reason no changes were shown is that no changes are being made. The
area is proposed to be milled and overlaid...." Section IV.10 of the application, however, provides BUA
information for both "Existing" and proposed "Parking" BUA, 52,058 square feet and 10,000 square feet,
respectively, for a total of 62,058 square feet. This proposed "parking" area appears to be existing asphalt area
that is being resurfaced and proposed to be designated as a parking area based on the submitted plans and
documentation. With that said, for redevelopment projects, pre/post development BUA and drainage area must
be quantified, typically in a table or narrative (similar to the submittal for the Hangar Redevelopment project),
to demonstrate equal or less built -upon area is proposed. These numbers are also necessary as they are written
- into the permit to ensure they are preserved in perpetuity. Please provide the pre/post development BUA and
drainage area for the redevelopment area.
Please ensure all of the requested information is received by January 3, 2022. Please note, the approval of all three
projects (SW8 970219, SW8 970847 and SW8 210708) are contingent on each other and cannot be approved until the
above information is provided. Please also note, I will be on vacation starting December 17, 2021. Since the above items
are relatively minor, I have begun drafting the permits and can likely issue them if the requested information is received
prior to me leaving for vacation. If they are received after, however, I will not be able to issue them until I return.
In the meantime, please let me know if you have any questions.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7343 direct "Please note the change to my direct phone number"

garrett.zordaEDncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Zorda, Garrett D
Sent: Monday, November 8, 2021 12:44 PM
To: Prendergast CIV Talia M <[e-mail]>; [e-mail]; Fombelle, Brandon
<Brandon.Fombelle@ m ba kerintl.com>
Subject: Tactical Support Van Pad (SW8 970847) - Request for Additional Information
0
Attached is a pdf of the request for additional information for the subject project. There are just a few items that need
to be addressed. Please let me know if you have any questions or concerns.
Thanks,
Garrett Zorda -
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Slormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7343 direct "Please note the change to my direct phone number —
as rrett.zorda O ncd en r.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
k,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

INTERNATIONAL
LETTER OF TRANSMITTAL
ECEIVE
Nov 1 Z 2021
101._-_---------
To: North Carolina Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Garrett Zorda
SENT ToYOU VIA:
❑
Mail
❑
Blueprinter
Michael Baker
❑ E-Mail
❑
Your Pick -Up
❑
Messenger
We Make o Difference
DATE: 11 /10/2021
JOB No: 180807
REFERENCE:
DESCRIPTION: Major Modification Application
SW8 970847
® Overnight Delivery (Carrier) FedEx Standard Delivery
❑ Other Courier
SUBMITTAL
NO.
NO.
COPIES
DESCRIPTION
COMMENTS
2
2
Major Modification Application
SENT FOR YOUR:
❑ Files
REMARKS:
COPIES TO:
®
Approval
® Review
❑
Comments ❑ Per Your Request
❑
Signature
❑ Use
❑
Information ❑
BY:
Brandon Fombelle
100 Airside Drive I Moon Township, PA 15108
MBAKERINTL.COM Office:412.269.6300 1 Fax: [phone]

We Make a Difference
I N T E R N A T 1 0 N A L
November 9, 2021
Mr. Garrett Zorda
North Carolina Department of Environmental Quality
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: STANDARD
Request for Additional Information
Stormwater Project No. SW8 970847
Tactical Support Van Pad
Onslow County
Dear Mr. Garrett Zorda:
Michael Baker International (Michael Baker) is providing the following responses to address comments
identified in your email dated November 8, 2021 regarding the Tactical Support Van Pad Permit
Modification.
1. 15A NCAC O2H.1042(2)(f): 15A NCAC 02H.1042(3)(b): The elevations listed in the revised
supplement do not match the elevations on the provided plan sheets or the previously approved
specifications. No physical modification to the pond appears to be proposed. Please confirm that
no modification to the existing pond is proposed and revise the supplement appropriately.
RE: Please provide more information. I'm not sure which elevations you're referring to. Is the
confusion with the conversion from metric (meters) to English units (feet)?
Sheet C7 of the original approval indicates the following:
Plan Element
Approved Permit
Elevation (meters)
Conversion Factor
(metric to English)
Approved Permit
Elevation (feet)
Pond Bottom
3.476
3.281
11.40
Pond Silt Elevation
3.781
3.281
12.40
Forebay Bottom
4.390
3.281
14.40
Forebay Silt Elevation
Not listed
3.281
15.40 (1' min)
Permanent Pool
Elevation
5.000
0.00
16.4
Bott. Vegetated Shelf
5.000
3.281
16.40
Top Vegetated Shelf
5.17
3.281
16.95
Temporary Pool
Elevation
5.256
3.281
17.24
100 Airside Drive I Moon Township, PA 15108
MBAKERINTLCOM Office: 412.269.6300 1 Fax:[phone]

We Make a Difference
INTERNATIONAL
Mr. Garrett Zorda
November 9, 2021
Page 2
2. 15A NCAC 02H.1042(2)(f):
a. The table that appears on plan sheets EX-1.1 through EX-1.5, indicates that the total
existing permit area for SW8 970847 is 377,233 square feet of built -upon area (BUA). SW8
970847, however, only approved o total of 307,537 square feet (7.06 acres) of BUA, which
included the future allocation. Please revise the table to include the correct BUA
information.
RE: The areas will be updated per the above request. Calculations have been updated
accordingly.
b. The provided calculations use the 1.0" design storm to calculate the minimum required
storage volume. While the 1.0" design storm can be used to calculate the runoff from the
previously approved built -upon area (BUA), any increase in BUA must be accounted for at
the 1.5" design storm. In this case, permit no. SW8 970847 approved a total of 307,537
square feet of BUA, which can be accounted for using the 1.0" design storm. Section IV.10
of the application indicates that 383,995 square feet of BUA is now proposed for this
project. The increase of 76,458 square feet would need to be accounted for at the 1.5"
design storm. Please revise the calculations to ensure the correct design storm is being
used to calculate the minimum required storage volume and ensure it is represented
consistently throughout the entire application package.
RE: Our understanding of previous discussions that were had with Christine Hall had
indicated that modifications of the existing permits should be done under the original
permit guidelines. That the permits didn't need to be updated to meet new
requirements since they were designed and developed under a previous and existing
permit.
However, updated calculations are provided in this resubmission package to indicate
the additional required storage resulting from the additional area being analyzed at 1.5"
rather than 1.0".

We Make a Difference
I N T E R N A T 1 0 N A L
Mr. Garrett Zorda
November 9, 2021
Page 5
b. Please provide a summary of the existing and proposed stormwater treatment within this
redevelopment area to support that greater or equal stormwater treatment is being
achieved. Furthermore, no proposed grading for this area is provided on plan sheet CG110
to support that is not draining to the pond drainage area(s) for the pond(s) permitted
under SW8 970847 and/or SW8 970219.
RE: Please refer to the above images for the stormwater system that collects this area.
The runoff will continue to enter the same system of inlets, culverts, channels and
canals that it does today. No additional imperious surface is proposed; therefore, no
additional treatment is required.
Please feel free to contact me at [phone] or at [e-mail] with any
questions or comments necessary to facilitate your review and allow this project to move forward to
construction. Thank you for your assistance.
Sincerely,
MICHAEL BAKER INTERNATIONAL, INC.
Brandon Fombelle, P.E. (on behalf of Bill Neider)
Project Manager
Enclosures

ROY COOPER
EUZABETH S. BISER
secretary
BRIT N WRENN
Director
November 8, 2021
Via email only: talia.baracco(dWsmc.mil
MCB Camp Lejeune
Attn: Commanding General
c/o Talia Prendergast, PWD Civil Engineer
1005 Michael Road
Camp Lejeune, NC 28647
NORTH CAROLINA
EnviromnenNl Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 970847
Tactical Support Van Pad
Onslow County
Dear Commanding General:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on August 30, 202 L A preliminary in-depth review of that information has
determined that the application is not complete and that additional information is needed. To continue the review,
pleaseprovide the following additional information in a single, hard copy submittal package:
l//15A NCAC 02H. I 042(3)(b): The elevations listed in the revised supplement do not match the elevations
on the provided plan sheets or the previously approved specifications. No physical modification to the
pond appears to be proposed. Please confirm that no modification to the existing pond is proposed and
revise the supplement appropriately.
2. 15A NCAC 02H.1042(2)(f):
70�5 nod The table that appears on plan sheets EX-1.1 through EX-1.5, indicates that the total existing
permit area for SW8 970847 is 377,233 square feet of built -upon area (BUA). SW8 970847,
ap�cc'r �` i,_k however, only approved a total of 307,537 square feet (7.06 acres) of BUA, which included the
Lar-s L cv5 future allocation. Please revise the table to include the correct BUA information.
On The provided calculations use the 1.0" design storm to calculate the minimum required storage
(]C4'
U volume. While the 1.0" design storm can be used to calculate the runoff from the previously
yY� Ck o
i ^ approved built -upon area (BUA), any increase in BUA must be accounted for at the 1.5" design
storm. In this case, permit no. SW8 970847 approved a total of 307,537 square feet of BUA,
which can be accounted for using the 1.0" design storm. Section IV. 10 of the application
indicates that 383,995 square feet of BUA is now proposed for this project. The increase of
76,458 square feet would need to be accounted for at the 1.5" design storm. Please revise the
calculations to ensure the correct design storm is being used to calculate the minimum required
storage volume and ensure it is represented consistently throughout the entire application
package.
3. 15A NCAC 021-1.100l (1)(0 and G.S. 143-214.7(al)(2): Documentation supporting the existing BUA within
the redevelopment area was provided, however, no further evaluation of that area was provided. In order to
demonstrate the requirements of redevelopment have been met, please provide the following for the proposed
redevelopme area:
Cam¢ In order to demonstrate equal or less built -upon area is proposed, please provide the total
g�J amount of existing and proposed built -upon area in square feet: and
a aPP' Please provide a summary of the existing and proposed stormwater treatment within this
redevelopment area to support that greater or equal stormwater treatment is being achieved.
Furthermore, no proposed grading for this area is provided on plan sheet CG 110 to support
that is not draining to the pond drainage area(s) for the pond(s) permitted under SW8 970847
and/or SW8 970219.
North CaroUna Dgmn=tu of EnNromneMai Quality I DivWon of Energy. Mineral and land Resoiaces
D_E Q Wllmirxiton Regkml Office I IZr Cardtriel Drive Extension I YVlhnhwgton. North Carolina 29405

State Stormwater Permit No. SW8 970847
Page 2 of 2
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations, supplements, narrative, and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by November 24, 2021, or the
application will be returned as incomplete. If additional time is needed to submit the requested information, please
email your extension request Prior to this due date to the email address provided below with ajustification and a
date of when the requested information will be submitted, which shall be no later than 15 days past the original
due date. Please note that only two letters requesting additional information is allowed in the State Stormwater
Program for a total of 30 days to submit the requested additional information. If the information is not
satisfactorily provided after either the second request or 30 days, the project will be returned. If the project is
returned and you wish to re -submit later, you will need to resubmit all required items at that time, including the
application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter, please feel free to call me at [phone] or email me at [e-mail].
Sincerely,
Garrett Zorda
Environmental Engineer
DES/gdz: WStormwater\Permits & Projects\I997\970847 HD\2021 11 addinfo 970847
cc : William Neider, PE, Michael Baker International; via email wneider@mbakeriniLcom
Brandon Fombelle, PE. Michael Baker International; via email: brandon.fombelle a(J� nbakerind.com
Wilmington Regional Office Stormwater File
North Carolina Deportment of EnWmnmvital Quality I DMsim of Energy. Auroral and Land Resoorus
Wdmirujum Regional Office 1 127 Cardinal Drive ExterWon I Wilmington. North Carolina 28405
910.7%.7215

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Monday, November 8, 2021 12:44 PM
To: Prendergast CIV Talia M; [e-mail]; Fombelle, Brandon
Subject: Tactical Support Van Pad (SW8 970847) - Request for Additional Information
Attachments: 2021 11 addinfo 970847.pdf
0
Attached is a pdf of the request for additional information for the subject project. There are just a few items that need
to be addressed. Please let me know if you have any questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7343 direct "Please note the change to my direct phone number"
g arrett.zo rda(W ncde n r. gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Burd, Tina J
From:
Burd, Tina 1
Sent:
Wednesday, September 1, 2021 11:55 AM
To:
Barraco CIV Talia M; '[e-mail]'
Subject:
SW8 970847 - Tactical Support Van Pad
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application and $505.00 fee for the subject project on August 30, 2021. The project has been
assigned to Garrett Zorda and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, INC 28405
tC) and ?Porn ttiS acidrnss is sut jiect to the
,daroh'la ,ar t (t: Pe orcts Law a td may ho disclosed to third parti('s.
Website: httu:Z/dc r)c.gov/about/divisions/energy-mineral-land-resources/stormwater
Based on the current guidance to minimize the spread of CO V t D-iq. the Department of EnYironmental Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered
shifts. To accommodate these staffing changes, all DF.Qoffice locations are limiting public access to appointments only. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requesr.s by phone or email. We
appreciate Your Patience as we continue to serve the public during this challenging time.

Non -Transfer Application Completeness Review Checklist - Short Version
Project Name: 1 A CT L C41_ 5uP101e>er ✓I#A)
Project County/Location: 00015& ,3
1A4,C±�
Permit Action: New ❑Not located in the ETJ of the following deligated and
functioning programs:
Date Delivered to WIRO: B 30 24,2-1
BIMS Received/Accepted Date:
BIMS Acknowledged Date':
New Permit #':
NHC: Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa (?) / Oak Island
Cart: Emerald Isle
Pend: Surf City
ajor Mo Minor Mod / Renewal
Permit Type: OLD / LID Overall / HD &LD Combo
General Permit / Offsite / Exempt
Development Type: Commercial /Residential / Oth
Subdivided?: Subdivision or 5 g e Lo
Rule(s): �2017 Coastal 2008 Coastal
Permittee Type & Documents Needed:
Property Owners) =Pt
Viable? =Vi
Deed I UPurchase Aamt
Not Subdivided: Deed
Common Area Deed
Paperwork
Application
Onsl: Jacksonville
Existing Permit #:yf.J$ 9 %Og
Expriation Date /
: a �% / zljZZ
f I
E]Offsite to SWB:
❑Is Lot Ided in Master Permit?
Coastal
Coastal
Lessee =HOA
Viable? Viable?
Lease Election Minutes
Fee: 0$505 (within 6mo) Check#(s): (z44-
Supplement' (I new farm or for older forms: 1 original per SCM)
FlO&M'
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
01SGS Map (or on file?) Subject to SA?: Y / Subject to ORW?:
plans (2 Sets)
FTE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES
'Enter RIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3if w/in 6 months and they are requesting a mod, STOP. Needs a renewal first
EMAILED ENGINEER DATE:
REVIEWER NAME: C'1AZLeTf
ID No Fee
Y / N
=Developer
=Viable?
Comments: KYR
(
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist _202001 31

I N T E R N A T 1 0 N A L
LETTER OF TRANSMITTAL
To: North Carolina Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTN: Christine Hall
SENT To You VIA:
❑
Mail
❑
Blueprinter
Michael Baker
❑ E-Mail
❑
Your Pick -Up
❑
Messenger
We Make o Difference
DATE:
08/26/2021
JOB No:
180807
REFERENCE:
DESCRIPTION:
Major Modification Application
SW8 970847
® Overnight Delivery (Carrier) Fed Ex Standard Delivery
❑ Other Courier
SUBMITTAL
NO.
No.
COPIES
DESCRIPTION
COMMENTS
1
1
Fee Check ($505)
2
2
Major Modification Application
SENT FOR YOUR: ❑ Approval ® Review ❑ Comments ❑ Per Your Request
❑ Files ❑ Signature ❑ use ❑ Information ❑
REMARKS:
BY: Brandon Fombelle
COPIES TO:
AUG 3 0 2021 '1
BY:
100 Airside Drive I Moon Township, PA 15108
MBAKERINTL.COM
Office: 412.269.6300 Fax: 4¢.3753993

We Make a Difference
I N T E R N A T I O N A L
August 26, 2021
Ms. Christine Hall, PE
Wilmington Regional Stormwater Program Manager
Division of Energy, Mineral and Land Resources —State Stormwater Program
North Carolina Department of Environmental Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: STANDARD
Major Modification Application
Stormwater Project No. SW8 970847
Tactical Support Van Pad
Onslow County
Dear Ms. Christine Hall:
Michael Baker International (Michael Baker) is pleased to submit this Major Modification Application on
behalf of the Marine Corps Base at Camp Lejeune regarding the Tactical Support Van Pad. The purpose
of this application is to swap existing permit area for an adjacent area of the site. The swap is being
completed as a means of eliminating potential project boundary overlaps with adjacent site work. The
existing and proposed areas are broken down in the "Existing and Proposed Permitting Drainage Area
Maps" Section of this application. Updated computations have also been provided to coincide with the
proposed updated areas. Stormwater Permit SW8 970219 is being submitted simultaneously with this
major modification request and all project areas have been shown togetherto ensure no overlap will exist
between all projects.
Also, please note that copies of the application and O&M signature forms have been provided with this
submission. The wet signature pages will be mailed separately to ensure they are received and noted.
Please feel free to contact me at [phone] or at [e-mail] with any
questions or comments necessary to facilitate your review and allow this project to move forward to
construction. Thank you for your assistance.
Sincerely,
MICHAEL BAKER INTERNATIONAL, INC.
41a*��r
Brandon Fombelle, P.E. (on behalf of Bill Neider)
Project Manager
Enclosures
MBAKERINTL.COM
11630 2021
100 Airside Drive I Moon Township, PA 15108
Office: 412.269.63001 Fax: [phone]

Major Modification Application
PERMIT SW8 970847
For
Tactical Support Van Pad
►q
MCB CAMP LEJEUNE
SEAL kff
051174
ENGINE FI
,.qM m .,
�6.iIC8 OV �.
AUG 3 0 2021
By:
August 2021
Prepared by
INTERNATIONAL
Michael Baker International.
Moon Township, Pennsylvania

I N T E R N A T 1 0 N A L
USGS PROJECT LOCATION MAP
We Make a Difference
41163p70?1 d�
CAMPBELL STREET DETENTION POND (SW8970219) - MAJOR MODIFICATION PACKAGE
MBAKERINTL.COM

We Make o Difference
INTERNATIONAL
MAJOR MODIFICATION APPLICATION
AUG 3 01011
TACTICAL SUPPORT VAN PAD (SW8970847) -MAJOR MODIFICATION PACKAGE
MBAKERINTL.COM

We Make a Difference
I N T E R N A T 1 0 N A L
Mr. Garrett Zorda
November 9, 2021
Page 3
3. 15A NCAC 02H.1001(1)(f) and G.S. 143-214.7(a1)(2): Documentation supporting the existing BUA
within the redevelopment area was provided, however, no further evaluation of that area was
provided. In order to demonstrate the requirements of redevelopment have been met, please
provide the following for the proposed redevelopment area:
a. In order to demonstrate equal or less built -upon area is proposed, please provide the total
amount of existing and proposed built -upon area in square feet, and
RE: The reason no changes were shown is that no changes are being made. The area is
proposed to be milled and overlaid. Since our LOD extended into this area that was an
apparent gap between the other two existing permits we wanted to ensure this work
area was encapsulated under a permit. The following GIS image indicates where inlets
exist that carry runoff from this area of the site and into the existing drainage system
that avoids the existing ponds.
•o ��WF11J_c�, f....�
12"
i
i
AQ

We Make a Difference
I N T E R N A T 1 0 N A L
Mr. Garrett Zorda
November 9, 2021
Page 4

2
0
a
Y
w
- ♦ a
00,10,orlimms
N c iae 1111 la mm
In VVIN r. IN
SITE LOCATION
Cao13 -cubed
LG
SITE LOCATION MAP
TACTICAL SUPPORT VAN PAD prepared for
SW8 970847 ca,-'
MCB CAMP LEJEUNE C,
CAMP LEJEUNE, NC AUG 3 0 2021 tic
Latitude: 34.71607500
Longitude:-77.4516667
ZIv
V,

We Moke o Difference
I N T E R N A T 1 0 N A L
EXISTING AND PROPOSED PERMITTING
DRAINAGE AREA MAPS
AU63p?0?�
TACTICAL SUPPORT VAN PAD (SW8970847) -MAJOR MODIFICATION PACKAGE
MBAKERINTL.COM

P
,tw qw
i�
REDEVELOPMENT
EXCLUSION
LOCATION
1983 - USGS AERIAL IMAGERY
N
Z.t
TACTICAL SUPPORT VAN PAD prepared for
prepared by SW8 970847
UNQFlFJTAl MCB CAMP LEJEUNE
" E CAMP LEJEUNE, NC AUG 3
Latitude: 34.71607500 0 2021
Longitude:-77.4516667

I N T E R N A T I O N A L
CAgOIi"'•
FESS1a,�9C29 ;=
SEAL
051174
We Make a Difference
TACTICAL SUPPORT VAN PAD (SW8970847) - MAJOR MODIFICATION PACKAGE
MBAKERINTL.COM

5.0. No.: 18080)
Project: NF )- Tactical Support Van Pad '
Subject: Design Volume -Simple Method
.. i tl 6 N T E R N A T I O N A L
Date: 8/19/2021
SIMPLE METHOD FOR RUNOFF VOLUME
Runoff Coefficient
RV=0.05+0.9*IA
Drainage Area = 12.29 Acres
Impervious Area = 7.22 Acres
1„= 0.59 unitless
Rv = 0.58 unitless
Design Volume
DV = 3630 * RD* Rv * A
Rp= 1in
ll = 0.58 unitless
A = 12.13 Acres
DV ITin) = 25,482 cubic feet
Rp= 1.5 in
RV= 0.58 unitless
A = 0.16 Acres
DV(1.5in) = 504 cubic feet
DV (TOTAL) = 25,986 cubic feet
Drains to Southwest Creek jC;NSW j not SA Waters

S.O. No.: 190902
Project HF7- Tactical Support Van Pad
Subject: Design Volume - Simple Method
'.. 3 F 6 N T E R N A T 1 0 N A L
Date: 8/19/2021
SA/DA RATIO = 0.060
SURFACE AREA 0.737 acres
REQUIRED = 32,121 square feet
SURFACE AREA 0.859 acres
PROVIDED = 37,410 square feet
VOLUME 25,482 cubic feet
REQUIRED =
(SEE CHART 4 FROM ORIGINAL APP)
(SEE ORIGINAL APPLICATION FOR
SUPPORTING INFORMATION)
(SEE ORIGINAL APPLICATION FOR
SUPPORTING INFORMATION)
VOLUME 33,209 cubic feet (SEE ORIGINAL APPLICATION FOR
PROVIDED = SUPPORTING INFORMATION)
AREA AND VOLUME REQUIREMENTS HAVE BEEN MET.
PLEASE REFER TO ORIGINAL APPLICATION FOR FURTHER POND CALCULATIONS.

S.O. 180807
Project: HL]- Campbell Street etentiOn Pond
Subject: Design Volume Simple Method Sheet No.: S of ry T E ry N B T I O N R L
Date: 8/19/2021
ORIFICE EQUATION FOR OUTLET FLOW
Q = CoA(2gH0)05
Orifice Dia =
0.25
ft
H =
7.22
ft
CD =
0.60
unitless
A =
0.05
sq ft
9 =
32.20
ft/sec2
HD =
0.42
ft
Q =
0.15
cfs
Temp. Volume = 25986 cf
Drawdown Time (Temp Volume / Q)
169649
seconds
2827
minutes
47.12
hours
1.96
days

We Make a Difference
I N T E R N A T 1 0 N A L
BMP OPERATION AND MAINTENANCE AGREEMENT
IL
116 3 0 1011
TACTICAL SUPPORT VAN PAD (SW8970847) - MAJOR MODIFICATION PACKAGE
MBAKERINTL.COM

Permit Number. 'Sa lloM
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
1 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 t�
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
t�
AIG 3 �'
After the wet detention pond is established, it should be inspected once a montlWd
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if iri-ate
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
Ion ,.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 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 malting 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 arc dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -lime
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.
� e er 1
AUG 30202111i
Form SW401-Wet Detention Basin O&M-Rev.4 � � Page 2 Of 4

Permit Number:
(to he provider/ 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 44:0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 11:0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 16.4
114 - 1 Pe manen Pool
----------- Volume Sediment Removal Elevation 12.4
14.4 -11 Min.
----------------------------- -----------
Sediment Bottom Elevation 11.4
Storage
FOREBAV MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
AUG 3 0 2021
BY._ Page 3 of 4
1-ft
Storage

Permit
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projecl nameJactical Support Van Pad
BMP drainage area number: I
Print name:
Address:
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.
County of
a Notary Public for the State of
do hereby certify that
personally appeared before me this
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission exp
az �a' I
A06 3 0 1011
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

We Moke o Difference
I N T E R N A T 1 0 N A L
ORIGINAL PERMIT REFERENCES
(PROVIDED FOR REFERENCE PURPOSES ONLY)
AUG 3 0 2021
TACTICAL SUPPORT VAN PAD (SW8970847) - MA10R MODIFICATION PACKAGE
MBAKERINTL.COM

Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
Permit No. SW8 970847
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Tactical Support Van Pad
970847
Onslow County
Commander W.C. McKerrall, USN
c/o Resident Office in Charge of Construction, Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28547-2521
Application Date:
August 21, 1997
Water Body Receiving Stormwater Runoff:
Southwest Creek
Classification of Water Body:
"SC"
If Class SA, chloride sampling results:
n/a
Pond Depth, feet:
4
Permanent Pool Elevation, FMSL:
16.4 (5.000 meters)
Total Impervious Surfaces, ft2:
307,534
Outparcels, ft2
n/a
Future, ft2
69,696
Offsite Area entering Pond, ft2:
67,518 (existing parking traded for .9 acres of new access road.)
Required Surface Area, ft2:
26,362
Provided Surface Area, ft2:
37,410
Required Storage Volume, ft3:
24,894
Provided Storage Volume, fN:
33,244
Temporary Storage Elevation, FMSL:
17.24 (5.256 meters)
s-Z�^'�®^� -..
Controlling Orifice:
3" pipe
AUG 3 0 2021
BY._
PLEASE REFER TO ORIGINALLY APPROVED APPLICATION.
PROVIDED FOR REFERENCE PURPOSES ONLY.
I

CHART 3
NORTH
CAROLINA COA
AL REGIONS
SA/DA PER
TAGES F WET
DETENTION BASINS
DESIGNED
R VE 85%
TSS (1" STORM)
Impervious
SA/DA % For Basin Depths
%
3 Ft
3.5 Ft 4 Ft
5 Ft
30
40
2.5
2 1.9
1.6
5
3.4
3. 2.6
2.1
60
4.2
3.7 3.3
2.7
70
5.0
4.5
3.7
80
6.0
5.2 4.5
5
3..
90
6.
6.5.2�
4.2
7.5
6.5 5.8
4.8
L HART 4
SA/DA PERCENTAGES FOR WET
DETENTION BASINS
DISCHARGING DIRECTLY
TO A STREAM
(HENCE NO
VEGETATIVE FILTER, POST -DEVELOPMENT DISCHARGE
RATE i
PRE -DEVELOPMENT RATE
FOR 10 YrR
STORM)
Impervious
SA/DA
% For Basin
Depths
%
3.0 Ft 3.5 Ft
4 Ft
5 Ft
o Ft
30
3.5 3
2.7
2.2
1.6
40
4.5 4
3.5
2.8
2.1
50
5.6 5
4.3
3.5
2.7
60
70
7.0 6
5.3
4.3
3.4
80
B.1 7
16.01
5.0
3.9
90
9.4 8
7.0
5.7
4.6
10.7 9
7.9
6.5
5.2
Interpolate intermediate values
SA/DA % = surface area basin/drainage area to basin
PLEASE REFER TO ORIGINALLY APPROVED APPLICATION.
PROVIDED FOR REFERENCE PURPOSES ONLY.

Job
Loc
LANTDIV NORVA 11100/1 (NEW 9.92)
Job No. Sheet of
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LANTDIV NORVA 11100/1 (NEW 9-92) PLEASE REFER TO ORIGINALLY APPROVED APPLICATION.
PROVIDED FOR REFERENCE PURPOSES ONLY.

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LII�v I VI V IVVnull I I Ivul I klmCvv r -VG)

MEMO 26 Nov 97
TO: Code 0314C (Freihofer)
FROM: Code 4052 (Hoyt)
RE: JO # 5176042 "Tactical Support Van Pads" FY 98 MCON P-580, MCAS, New
River
SUBJECT: N.C. DEHNR Water Quality Section final review comments dated
7 Nov 97 on the Stormwater Management permit application for the referenced, DEHNR
Stormwater Project No. SW8 970847
The following changes have been made to the stormwater management plan as the result
of a meeting held at the NCDENR Division of Water Quality Wilmington office on 19
Nov 97 with Ms. Linda Lewis:
(l. The forebay has been enlarged to exceed the minimum 20% of the total first 1"
volume of runoff as follows; i
Total first 1" runoff volume = 31,468 cu. ft. (from original calculations)
Revised forebay volume = 8,000 cu. ft.
% of first 1" runoff volume=_(8,000/31,468)_X 100%= 25% _
2. The 0.9 acre drainage area along the Access Rd. adjacent to the van pad will be
allowed to drain into the existing canal with the inclusion of the 2.2 acres from the
existing off -site parking lot into the pond. This arrangement is described in the
previously submitted Stormwater Management Pond paragraph of the Narrative
accompanying the calculations. There is no change to the plans.
3. Future development must include considerations for stormwater management for the
southern portion of the access road as well as the remaining tract. The drainage
system shown on sheet C4 is reconfigured to accommodate this requirement.
4. Two copies each of sheets C4, C7, and C 13 are attached with a copy of this memo
and forwarded to Ms. Lewis at the NCDENR Division of Water Quality office in
Wilmington. It is our understanding that the stormwater management plans will be
approved upon successful review of this submittal.
PLEASE REFER TO ORIGINALLY APPROVED APPLICATION.
PROVIDED FOR REFERENCE PURPOSES ONLY.
STORMWATER
E C E I V E
DEC 011997' D
D E M
PROJ M

We Moke a Difference
I N T E R N A T I O N A L
CONSTRUCTION DRAWINGS
11130202, �
TACTICAL SUPPORT VAN PAD (SW8970847) -MAJOR MODIFICATION PACKAGE
MBAKERINTL.COM

North Carolina Department of Environmental Quality
Pat McCrory
Governor
September 28, 2015
Mr. Neal Paul, Deputy Public Works Officer
MCB Campp LeJ'eune
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: USMC Stormwater Permit Extensions (75 Permits — See Attachment A)
Onslow County
Dear Mr. Paul:
Donald R. van der Vaart
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development approval issued by
the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143 of the General Statutes, which is
current and valid at any point between January 1, 2008, and December 31, 2010, The law extends the effective period of
any stormwater permit that was set to expire during this time frame up to three (3) years from its current expiration date.
On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for an extension of up to
four (4) years.
As a result,120 USMC Camp Lejeune permits are impacted. Of the 120 permits, 45 permits have previously been
issued extensions and 75 permits have been extended effective today. This is summarized in Attachment A.
If you have any questions, need additional copies of the permit or approved plans, please contact Kelly Johnson with
DEMLR in the Wilmington Regional Office at [phone].
Sincere, y
7m Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDSlkpj: 111StormwaterlPermits & Proiectsl Each permit file
cc: is aefi�i lTaylor, Tay via email only, [e-mail])
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: http://portal.ncdenr.org/web/Ir/
An Equal Opoodunity 1 Affnative Action Emptover - Made in part by recycled Pacer

Attachment A - USMC Proiects - Permit Extensions - 9/29/15
1
2
3
1,
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PermitNumber-
. ..
Permit
Version
Original
Issued Date
Issued Date
, ....
Expiration
Date
New Expiration Date
..
- Comments
SW8000401
2
05-16-2000
10-13-2009
05-16-2020
05-16-2024
Extended 9/29/15
SW8010420
1.4
07-03-2001
11-07-2005
11-07-2015
11.07-2019
Extended 9/29/15
SW8011222
2
06-06-2002
12-28-2011
06-06-2022
06-06-2026
Extended 9/29/15
SW8030406
1
06-26-2003
06-26-2003
06-26-2013
06-26-2017
Extended 9/29/15
SW8030913
1.3
11-18-2003
06-24-2010
09-21-2019
09-21-2023
Extended 9/29/15
SW8040912
1
01-23-2006
01-23-2006
01-23-2016
01-23-2020
Extended 9/29/15
SW8050817
1.1
09-29-2005
12-18-2008
09-29-2015
09-29-2019
Extended 9/29/15
SW8050830
1.1
05-04-2006
06-02-2011
05-04-2016
05-04-2020
Extended 9/29/15
SW8050925
1
03-13-2006
03-13-2006
03-13-2016
03-13-2020
Extended 9/29/15
SW8051018
1.2
12-13-2005
07-30-2009
12-13-2015
12-13-2019
Extended 9/29/15
SW8051065
1
03-14-2006
03-14-2006
03-14-2016
03-14-2020
Extended 9/29/15
SW8060110
1
02-02-2006
02-02-2006
02-02-2016
02-02-2020
Extended 9/29/15
SW8060137
1
03-03-2006
03-03-2006
03-03-2016
03-03-2020
Extended 9129/15
SW8060147
1
07-13-2010
07-13-2010
07-13-2020
12-31-2021
Extended 9/29/15
SW8060309
1
05-01-2006
05-01-2006
05-01-2016
05-01-2020
Extended 9/29/15
SW8060323
1.2
04-10-2006
10-18-2010
04-10-2016
04-10-2020
Extended 9/29/15
SW8070108
1.2
03-21-2007
01-04-2011
08-19-2019
08-19-2023
Extended 9/29/15
SW8070239
1
03-28-2008
03-28-2008
03-28-2018
12-30-2021
Extended 9129/15
SW8070708
1
07-16-2007
07-16-2007
07-16-2017
07-16-2021
Extended 9129115
SW8070831
1
07-11-2008
07-11-2008
07-11-2018
12-30-2021
Extended 9/29/15
SW8070925
- 1
10-10-2007
10-10-2007
10-10-2017
10-10-2021
Extended 9/29/15
SW8071034
1.1
12-13-2008
09-23-2010
12-13-2017
03-22-2019
Extended 9/29115
SW8080126
1
02-06-2008
02-06-2008
02-06-2018
12.31-2021
Extended 9/29/15
SW8080510
1
05-30-2008
05-30-2008
05-30-2018
12-30-2021
Extended 9/29/15
SW8080521
1
06-03-2008
06-03-2008
06-03-2018
12-30-2021
Extended 9/29/15
SW8080522
1.1
06-17-2008
08-11-2011
06-17-2018
11-06-2018
Extended 9/29/15
SW8080649
1
07-23-2008
07-23-2008
07-23-2018
12-30-2021_
Extended 9/29/15
SW8080653
1
11-19-2008
11-19-2008
11-19-2018
12-30-2021
Extended 9/29/15
1of5

Attarhmpnt A - t1SMC Prniprts - Permit Fxtancinnc - 4/7Q/1 S
29
30
31
32
33
34
35
36,
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
Permit Number
Permit
Version
Original
Issued Date
Issued Date
Expiration
Date
New Expiration Date
Comments
SW8080714
1
07-21-2008
07-21-2008
07-21-2018
12.30-2021
Extended 9/29/15
SW8080715
1
08-01-2008
08-01-2008
08-01-2018
12-30-2021
Extended 9/29/15
SW8080728
1
07-28-2008
07-28-2008
07-28-2018
12-30-2021
Extended 9/29/15
SW8080734
1
08-15-2008
09-15-2008
09-15-2018
12-30-2021
Extended 9/29/15
SW8080927
1
10-21-2008
10-21-2008
10-21-2018
12-30-2021
Extended 9/29/15
SW8080931
1.1
10-09-2008
09-27-2011
10-09-2018
01-12-2019
Extended 9/29/15
SW8080932
1
10-17-2008
10-17-2008
10-17-2018
12-30.2021
Extended 9/29/15
SW8080933
1
10-20-2008
10-20-2008
10-20-2018
12-30-2021
Extended 9/29/15
SW8080936
1
11-03-2008
11-03-2008
11-03-2018
12-30-2021
Extended 9/29/15
SW8080944
1
11-21-2008
11-21-2008
11-24-2018
01-02-2022
Extended 9/29/15
SW8080945
1.1
11-06-2008
11-17-2011
11-06-2018
12-20-2018
Extended 9/29/15
SW8080950
1
12-03-2008
12-03-2008
12-03-2018
12-30-2021
Extended 9/29/15
SW8081016
1.1
12-03-2008
02-16-2011
12-03-2018
10-17-2019
Extended 9/29/15
SW8081113
1
04-08-2009
04-08-2009
04-08-2019
12-30-2021
Extended 9/29/15
SW8090108
1
04-20-2009
04-20-2009
04-20-2019
12-30-2021
Extended 9/29/15
SW8090116
1
03-18-2009
03-18-2009
03-18-2019
12-30-2021
Extended 9/29/15
SW8090117
1
03-13-2009
03-13-2009
03-13-2019
12-30-2021
Extended 9/29/15
SW8090330
1
04-23-2009
04-23-2009
04-23-2019
12-30-2021
Extended 9/29/15
SW8090407
1
05-12-2009
05-12-2009
05-12-2019
12-30-2021
Extended 9/29/15
SW8090412
1
07-07-2009
07-07-2009
07-07-2019
12-30-2021
Extended 9/29/15
SW8090517
1.1
08-31-2009
08-26-2011
08-31-2019
01-05-2020
Extended 9/29/15
SW8090625
1
07-28-2009
07-28-2009
07-28-2019
12-30-2021
Extended 9/29/15 .
SW8090632
1
07-02-2009
07-02-2009
07-02-2019
12-30-2021
Extended 9/29/15
SW8090710
1
11-16-2009
11-16-2009
11-16-2019
12-30-2021
Extended 9/29/15
SW8090714
1
09-15-2009
09-15-2009
09-15-2019
12.30-2021
Extended 9/29/15
SW8090810
1
09-04-2009
09-04-2009
09-04-2019
12-30-2021
Extended 9/29/15
SW8090814
1
10-26-2009
10-26-2009
10-26-2019
12-30-2021
Extended 9/29/15
SW8090912
1
10-06-2009
10-06-2009
10-06-2019
12-30-2021
Extended 9/29/15
2of5

Attachment A - USMC Projects - Permit Extensions - 9/29/15
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
1
2
3
4
5
6
7
I
Permit Number
Permit
Version
Original
Issued Date
Issued Date
Expiration.
Date
wew ExpiraItionDate
Comments
SW8090913
1
10-01-2009
10-01-2009
10-02-2019
12-31-2021
Extended 9/29115
SW8090918
1
12-01-2009
12-01-2009
12-01-2019
12-30-2021
Extended 9/29/15
SW8091109
1
01-15-2010
01-15-2010
01-15-2020
12-30-2021
Extended 9/29/15
SW8091111
1.1
05-07-2010
03-17-2011
05-07-2020
1 02-20-2021
Extended 9/29/15
SW8100214
1
05-07-2010
05-07-2010
05-04-2020
12-28-2021
Extended 9/29/15
SW8101106
1
12-09-2010
12-09-2010
12-09-2020
12-31-2021
Extended 9/29/15
SW8921101
1.1
12-16-1992
01-17-2007
01-17-2017
01-17-2021
Extended 9/29/15
SW8950708
2
01-08-1996
02-18-2008
02-18-2018
02-18-2022
Extended 9/29/15
SW8950710
2
10-19-1995
02-19-2008
02-19-2018
02-19-2022
Extended 9/29/15
SW8960103
2
03-07-1996
07-08-2008
07-08-2018
07-08-2022
Extended 9/29/15
SW8960509
2
11-04-1996
06-03-2008
06-03-2018
06-03-2022
Extended 9/29/15
SW8970205
2
09-02-1997
03-07-2008
03-07-2018
03-07-2022
Extended 9/29/15
SW8970219
2
10-23-1997
04-14-2010
10-23-2017
10-23-2021
Extended 9/29/15
SW8970408
2
05-15-1997
03-12-2008
03-12-2018
03-12-2022
Extended 9/29/15
SW8970618
1.2
01-28-1998
06-17-2010
09-15-2019
09-15-2023
Extended 9/29/15
SW8970847
2
01-28-1998
03-07-2008
03-07-2018
03-07-2022
Extended 9/29/15
SW8970927
2
06-25-1998
03-07-2008
03-07-2018
03-07-2022
Extended 9129115
SW8990624
2
10-22-1999
10-09-2009
10-22-2019
10-22-2023
Extended 9/29/15
SW8990848
2
11-01-1999
10-09-2009
11-01-2019
11-01-2023
Extended 9/29/15
SW8010431
1.1
08-08-2001
01-10-2005
01-10-2015
01-10-2019
Previously Extended
SW8010640
2
09-18-2001
02-02-2011
09-18-2025
09-18-2029
Previously Extended
SW8010817
1.1
03-21-2002
12-16-2002
12-16-2012
12-16-2016
Previously Extended
SW8011202
1
06-17-2002
06-17-2002.
06-17-2012
06-17-2016
Previously Extended
SW8020113
1.1
06-28-2002
08-20-2009
06-28-2012
06-28-2016
Previously Extended
SW8020319
1.1
07-26-2002
11-18-2011
11-18-2021
11-18-2025
Previously Extended
SW8020320
1
06-28-2002
06-28-2002
06-28-2012
06-28-2016
Previously Extended
SW8020504
1
08-12-2002
08-12-2002
08-12-2012
08-12-2016
Previously Extended
SW8020611
1
08-16-2002
08-16-2002
08-16-2012
08-16-2016
Previously Extended
3of5

Attachment A - I1SMC Prniects - Permit Fxtencinnc - 4/74/1 S
ce
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
Permit Number
Permit
Version
Original
' Issued Date
Issued Date
Expiration
Date
. New Expiration Date
Comments
SW8020612
1
08-16-2002
08-16-2002
08-16-2012
08-16-2016
Previously Extended
SW8020725
1
11-05-2002
11-05-2002
11-05-2012
11-05-2016
Previously Extended
SW8020911
1
12-13-2002
12-13-2002
12-13-2012
12-13-2016
Previously Extended
SW8030720
1.3
12-12-2003
12-20-2010
01-26-2015
01-26-2019
Previously Extended
SW8060832
1A
10-06-2006
02-16-2007
10-06-2016
10-06-2020
Previously Extended
SW8070847
2.1
01-24-2008
12-16-2011
07-11-2018
07-26-2018
Previously Extended
SW8070926
1.4
11-16-2007
12-22-2011
11-16-2017
11-16.2021
Previously Extended
SW8071213
1
01-28-2008
01-28-2008
01-28-2018
12-31-2021
Previously Extended
SW8080206
1
03-13-2008
03-13-2008
03-13-2018
12-30-2021
Previously Extended
SW8080301
1A
04-29-2008
12-11-2008
04-29-2019
05-18-2022
Previously Extended
SW8080313
1
04-29-2008
04-29-2008
04-29-2018
12-30-2021
Previously Extended
SW8080740
1.1
08-22-2008
12-11-2009
08-22-2018
09-10-2020
Previously Extended
SW8080813
1.1
09-25-2008
07-08-2011
09-25-2018
03-20-2019
Previously Extended
SW8080907
1.1
10-08-2008
04-07-2010
10-08-2018
07-02-2020
Previously Extended
SW8081007
1
12-12-2008
12-12-2008
12-12-2018
12-30-2021
Previously Extended
SW8081015
1.2
01-21-2009
04-01-2011
01-20-2019
10-21-2019
Previously Extended
SW8081202
1.1
03-06-2009
08-04-2011
03-06-2019
08-02-2019
Previously Extended
SW8090630
1.3
02-08-2010
06-01-2011
02-08-2020
09-08-2020
Previously Extended
SW8090815
1.1
02-01-2010
04-11-2011
02-01-2020
10-22-2020
Previously Extended
SW8090901
1.1
12-14-2009
03-24-2011
12-14-2019
09-21-2020
Previously Extended
SW8090925
1.1
10-16-2009
02-01-2011
02-01-2021
12-31-2021
Previously Extended
SW8091108
1.1
08-27-2010
10-04-2011
08-27-2020
11-23-2020
Previously Extended
SW8091113
1
04-1372010
04-13-2010
04-14-2020
01-01-2022
Previously Extended
SW8100406
1
06-28-2010
06-28-2010
06-28-2020
12-31-2021
Previously Extended
SW8100502 -
1
09-27-2010
09-27-2010
09-27-2020
12-31-2021
Previously Extended
SW8100701
1
09-30-2010
09-30-2010
09-30-2020
12-31-2021
Previously Extended
SW8960117
2
08-06-1996
02-19-2008
02-19-2018
02-19-2022
Previously Extended
SW8960329
2.1
07-09-1996
07-09-2010
02-20-2018
02-20-2022
Previously Extended
4of5
a

Attachment A - USMC Projects - Permit Extensions - 9/29/15
38
39
40
41
42
43
44
45
Permit Number
Permit
Version
Original
Issued Date
Issued Date
Expiration
Date
New Expiration Date
Comments
SW8960501
1.1
09-18-1996
12-08-2004
12-08-2014
12-08-2018
Previously Extended
SW8960815
2
10-29-1996
07-14-2008
07-14-2018
07-14-2022
Previously Extended
SW8961204
2
06-30-1997
06-20-2008
06-20-2018
06-20-2022
Previously Extended
SW8970136
2
02-10-1997
07-08-2008
07-08-2018
07-08-2022
Previously Extended
SW8980204
1.1
10-02-1998
07-06-2005
07-06-2015
07-06-2019
Previously Extended
SW8980401
2
10-28-1998
06-03-2008
06-03-2018
06-03-2022
Previously Extended
SW8990850
2.1
02-03-2000
12-09-2011
02-03-2020
02-03-2024
Previously Extended
SW8991135
2
08-09-2000
10-28-2009
08-09-2023
08-09-2027
Previously Extended
5of5

BASH MITIGATION —STORMWATER PLANTINGS OPERATION AND MAINTENANCE AGREEMENT
ADDENDUM
The original operation and maintenance agreement forrSW8970847wi I I be followed with the addition
of this addendum.
Important operation and maintenance procedures:
• Immediately following all scheduled plantings, the plants will be watered twice weekly if needed
until the plants become established;
• No fertilization of plants will occur after the first initial fertilization;
• Stable ground cover will be maintained in the drainage area to reduce the sediment load to the
wet detention basin;
The stormwater treatment measure(s) associated with SW8 970847 will be inspected once a month and
within 24 hours after every storm event greater than 1.5 inches (Coastal County). Records of operation
and maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows in addition to original inspection activities listed on
the operation and maintenance agreement associated with SW8 970847.
BMP element: Potential problems: How I will remediate the problem:
The perimeter of the Bare soils and/or erosive gullies
wet detention basin have formed
Vegetation is too short or too
long
plantings I Best professional practices show
that pruning is needed to
maintain optimal plant health
Plants are dead, diseased or
dying
Regrade, backfill, compact and
permanently stabilize, as needed, all
bare/eroded areas
Maintain grassy/leafy vegetation at a
height of approximately six inches with the
exception of the pilot project plantings;
Determined trees and shrubs may grow
over six inches
Prune according to specific plant
requirements
Determine the source of the 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
DEC 2 3 2011

Tree stakes/wires are present six
Remove tree stakes/wires
months after planting
Ponds can't be accessed for
Work over the tops of the shrubs or
sedimentation removal or other
remove tree/shrub planting and replace
required maintenance
them after pond sedimentation removal or
other required maintenance is complete
Print name: Mr. Carl Baker
Title: Deputy Public Works Officer
Address: 1005 Michael Street, Camp Lejeune, NC
Phone: [phone]
Signature: i—i�04
Date: ����/

Sample CIV Kim R
From:
Acosta CIV Lauren D [[e-mail]]
Sent:
Monday, December 19, 2011 3:35 PM
To:
Sample CIV Kim R
Cc:
Geller CIV Brian W
Subject:
SWP O&M Addendums
Signed By:
[e-mail]
Kim
MCAS and MCIEAST are working on a pilot study to reduce geese usage in ponds near the
flightline in order to help the BASH program. The state has given us permission to plant
shrubs along the pond slopes to reduce line of sight for the geese. In order for us to do
this we had to submit 0&M addendums, which I dropped off to you this afternoon. The state
has already approved the 0&Ms and has requested that Carl sign the documents for their files.
The following projects are included in the study:
SW8 960509 - MCAS Bachelor Enlisted Quarters
SW8 090117 - P632 Bachelor Enlisted Quarters
(SW8 970M4 Q- Tactical Support"Van Pad
SI48 970927 - Aviation Maintenance Training Facility
SW8 080653 - New River Aircraft Maintenance Hangar
Let me know if you have any questions or need further clarification on the project.
V/R
Lauren Acosta
Environmental Management Division
Marine Corps Base Camp Lejeune
Phone: [phone]
WARNING: This document is FOR OFFICIAL USE ONLY (FOLIO) when it contains information, i.e.,
SSNs, etc., that may be exempt from public release under the Freedom of Information Act (5
U.S.C. 552). It is to be controlled, stored, handled, transmitted, distributed and disposed
of per DoD policy relating to FOLD information and is not to be released to the public or
other personnel who do not have a valid "need to know" without prior approval of an
authorized DoD official.
DEC 2 3 20H
1

� -A
REME R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 19, 2011
Commanding Officer
c/o Carl H. Baker, Deputy Public Works Officer
USMCB Camp Lejeune
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: O&M Amendment for BASH Investigation
Stormwater Permit Nos. SW8 960509, SW8 970847, SW8 970927,
SW8 080653 and SW8 090117
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Division of Water Quality (DWQ) received a request from Lauren Acosta, Camp Lejeune
Environmental Office, to assist in a study to reduce Bird/Wildlife Aircraft Strike Hazard (BASH)
incidents at the Air Station. DWQ was asked to consider allowing the use of low profile, low
maintenance shrubs on the aquatic shelf of selected permitted wet detention ponds that have
high geese usage. The study approach proposes to decrease geese usage of the ponds by
planting shrubbery that will create cover for geese predators and steepen the takeoff/landing
angles for the geese. Basically the theory states that if the geese have to walk through high
vegetation, where predators could be hiding, to access a nearby feeding area, or if the angle of
takeoff and landing is too steep, then the geese may not find the pond a favorable habitat.
The study calls for the installation of four shrub species on the outer edge of the aquatic shelf,
Baccharis hamilifolia, Itea virginica, Lindera benzoin, and Ilex glabra. According to the
documentation submitted with the request, these species were chosen for the following reasons
1. The height should not exceed 4-5 feet above the top of the pond bank;
2. The fruits are not a significant food source for geese;
3. They can adapt to wet or dry growing conditions and low soil nutrients; and,
4. They are available for a December 2011 /January 2012 planting period.
The five (5) ponds selected for the study are
SW8 960509
MICAS BEQ
SW8 970847
Tactical Support Van Pad
SW8 970927
Aviation Maintenance Training Facility
SW8 080653
Aircraft Maintenance Hangar
SW8 090117
MCAS BEQ
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer service: 1-877-623-6748
Internet: w ncwatemuality.org
An Equal Opportunity 1 Affirmative Action Employer
No ehCarolina
ARtiICAUIf

Commanding Officer
c/o Carl H. Baker, Deputy Public Works Officer
USMCB Camp Lejeune
December 19, 2011
Page 2
The Division is approving your request as proposed, subject to the following conditions:
1. Use as many non -deciduous shrub species as possible to avoid adding additional floating
debris to the pond.
2. Provide the Division with a copy of the final report of the study's conclusions.
3. Upon receipt of this approval letter send signed and dated copies of each "BASH Mitigation
— Stormwater Plantings Operation and Maintenance Agreement Addendum" to DWQ. This
agreement will be placed into the file for each Stormwater project listed above and will
become an enforceable part of that permit.
4. Notify the Division immediately of any compliance issues or nuisance maintenance
conditions that arise as a result of the use of these shrubs.
5. If the Division concludes that the use of the shrubbery creates a compliance issue or leads to
nuisance maintenance conditions, then the Division may require that the shrubs be removed
and the pond be restored to its original design condition.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Georgette D. Scott
Stormwater Supervisor
GDS/arl: S:\WQS\Stormwater\Permits & Projects\1996\960509 HD\2011
12 letter 960509
S:\WQS\Stormwater\Permits & Projects\1997\970847 HD\2011
12 letter 970847 ,
S:\WQS\Stormwater\Permits & Projects\1997\970927 HD\2011
12 letter 970927
S:\WQS\Stormwater\Permits & Projects\2008\080653 HD\2011
12 letter 080653
S:\WQS\Stormwater\Permits & Projects\2009\090117 HD\2011
12 letter 090117
cc: Lauren Acosta, MCB Environmental Management Division
Wilmington Regional Office Stormwater Files