SW8140122_CURRENT PERMIT_20220831

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 H o 1 22
DOC TYPE
© CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zo 22 o s?> 1
YYYYMMDD

ROY COOPER
covemor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
August 31, 2022
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmentail Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 140122
P1349 Special Operations Training Complex Site 1
Onslow County
Dear Mr. Paul:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 10, 2022. The Division is hereby notifying you that permit SW8140122 has been
renewed, updated, and re -issued on August 31, 2022, as attached. Please be aware that the renewal and re -
issuance of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until February 28, 2030 and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with abetter understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150E of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the at [phone] or
[e-mail].
Sincerely,
C14L_")J64
5�; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Pemiits & Projects\2014\140122 HD\2022 08 permit 140122
ec: Wilmington Regional Office Stormwater File
®ra North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 2a405
Homo rurouw
��+��• �. 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 140122
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB Camp Lejeune
P1349 Special Ops Training Complex Site #1
Booker T. Washington Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) sand filter(s), 2 areas of permeable pavement, a
Rainwater Harvesting System and areas of redevelopment (the "redevelopment area") in compliance
with Session Law 2008-211 and the provisions of 15A NCAC 2H .1000 (hereafter collectively referred
to as the "stormwater rules') and as outlined in the application, approved stormwater management
plans, supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached and/or
on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR"). The project shall be constructed, operated and maintained in accordance with these
approved plans and specifications. The approved plans and specifications are incorporated by
reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until February 28, 2030 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Sections 1.7, 1.8 and 1.9 of this permit. The runoff from all BUA within the permitted
drainage areas of this project must be directed into the permitted stormwater systems.
3. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
The project shall provide and maintain a 50' wide vegetated buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of each side of rivers and streams and the mean high water line of tidal waters.
All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity of 2 fps or less.
Page 1 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
6. No direct discharges to SA waters are allowed. The runoff in excess of the design storm
bypassed from the sand filter must be directed into a 50' vegetated filter strip and level
spreader, designed per Section .1008 (f) of the stormwater rules. The underdrain discharge
must be directed in a diffuse, non -erosive manner into the buffer, or into a vegetated area
capable of achieving effective infiltration of the runoff.
The following design elements have been approved for the sand filters, and must be provided
in the system at all times.
DA2
DA3
SF #2
SF #1
a.
Drainage Area, acres:
1.88
3.00
Onsite, ft2:
82,052
130,783
Offsite, ftZ:
0
0
b.
Total Impervious Surfaces, ftZ:
18,422
54,001
Buildings, ft2:
1,250
18114
Roads/Parking, ft2:
10,536
30,796
Other, ft2:
6,636
7,821
Offsite, ft2:
0
0
RHS roof BUA credit, ft2:
0
(-2,730)
c.
Greater Design Storm, inches:
1.5
1.5
d.
Sand Bed Depth, feet:
1.5
1.5
e.
Sediment Chamber Bottom Elev. fmsl:
27.0
25.5
r.
Top of Sand Elev., fmsl:
27.0
25.5
g.
Sediment Surface Area, As, ft2:
628
1,551
h.
Sand Surface Area, Af, ft2:
3,223
5,179
i.
Weir / Storage Elevation, fmsl:
28.5
27.0
j.
Maximum Head on Filter, feet:
1.5
1.5
k
Permitted Storage Volume, ft':
6,356
10,287
I.
No. Underdrains / Diameter, inches:
10 / 6" 0
10 / 6" 0
m.
Time to Draw Down, hours:
4.1
6.7
n.
Seasonal High Water Table, FMSL:
24.5
23.0
o.
Clay liner provided / thickness:
Yes / 12"
Yes / 12"
p.
Receiving Stream / River Basin:
Stones Bay / WOK02
q.
Stream Index Number:
19-30
r.
Classification of Water Body:
"SA HQW'
8. The
following design elements have been approved
for the permeable pavement areas acting
as infiltration
systems for the 10 yr 24 hr storm
and
must be provided and maintained at design
condition:
DA1
DA4
a.
Drainage Area, ft2:
79,044
17,678
Permeable pavement, ft2:
77,944
17,288
Adjacent Area, ft2:
1,100
390
b.
Effective BUA, ft2:
38,972
8,644
C.
Total BUA, ft2:
40,072
9,034
d.
Design Storm, inches:
3.67
3.67
e.
Dwq Aggregate Depth, inches:
14
14
f.
Storage Volume, ft3:
36,374
8,068
g.
Expected Infiltration Rate, in/hr:
1.13
4.02
h.
10 year 24 hour design storm, in.:
6.83
6.83
i.
SHWT, FMSL:
29.0
26.0
j.
Time to Draw Down, days:
1.27
0.35
k.
Receiving Stream/River Basin:
Stones
Bay / WOK02
I.
Stream Index Number:
19-30
m.
Classification of Water Body:
"SA HQW'
Page 2 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
9. The following design elements have been approved for the Rainwater Harvesting System
located within DA3 for SF #1, and must be provided and maintained at all times:
a. Captured Roof Area, ftz: 2,730
b. Design Storm, inches: 3.67
C. Runoff Volume provided, ft3: 2005
(StormTank Model 15,000 gallons)
d. Dedicated Use: Toilet Flushing (100%)
(Based on a demand of 1,000 gallons per day)
e. Overflow treatment: DA3 sand filter
10. The redevelopment portion of this project is exempt from State Stormwater permitting
requirements under the following conditions:
a. The project must be constructed as shown on the plans submitted to this Office.
b. The redevelopment area proposes 9,010 square feet of BUA, which does not exceed
the existing BUA of 12,224 square feet. This permit does not provide any allocation of
BUA for future development within this redevelopment area.
C. The proposed stormwater control, sheet flow, provides equal protection of surface
waters as the existing stormwater control, sheet flow.
It. SCHEDULE OF COMPLIANCE
The permittee is responsible for verifying that the constructed built -upon area for the entire
project and for each permitted BMP does not exceed the maximum allowed by this permit.
2. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
3. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
4. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. Infiltration systems should not be used as erosion control
devices, due to the potential clogging. If the stormwater system was used as an Erosion
Control device, it must be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
Page 3 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
8. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in the
approved plans and specifications.
g. Other modifications as determined by the Director.
The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at the design condition. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of filter media, bypass structures, orifice, catch basins
and piping.
g. Access to all components of the system must be available at all times.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
Page 4 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
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.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Page 5 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
Permit renewed, updated and reissued this the 31st day of August 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
('Aa
Sian Wrenn, UireCtor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 140122
Page 6 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
P1349 Special Ops Training Complex Site #1 Page 1 of 2
Stormwater Permit No. SW8 140122
Onslow County
Attachment A
Designer's Certification
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

Post -Construction Stormwater Management
Permit No. SW8 140122
Certification Requirements:
Page 2 of 2
The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The sand filter elevations are per the approved plan.
6. The sand filter is located per the approved plans.
7. A trash rack is provided on the outlet/bypass structure.
8. For open sand filters, all slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDEQ-DEMLR Regional Office
Page 8 of 8

Attachment C - Permitting History
P1349 Special Operations Training Complex Site #1
Permit No. SW8140122
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
2 sand filters (DA2 & 3); and 2 areas of permeable pavement (DAI & 4).
2/28/2014
New
1.0
Rainwater Harvesting System. Building RR210 demolished. (Permit
subject to 2008-21 1 session law)
The Decontamination Facility was relocated appx 100' north and had
additional work associated with utility removal and installation, as well
1 1/9/2016
Plan Revision
1.1
as removal of existing buildings (RR234, 235, 236). The additional BUA
is less than the amount previous to removal.
New EOTG PEB built in original design location of the Decontamination
2/21/2020
Minor Mod/
12
Facility. Building RR209, RR210 and the gravel area to the south will be
Redeveloment
removed. Old BUA= I 2,224sf--New BUA=9,0IOsf
8/31/2022
Renewal
2.0
Expires February 28, 2030

Permit Number. 's1/cj.5�114141-1
(lobe provided by DWQ)
Drainage Area / Lot Number: 2 We3
Permeable Pavement Operation and Maintenance Agreement
I will -keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
At all times, the pavement shall be kept free of:
— Debris and particulate matter through frequent blowing that removes such
debris, particularly during the fall and spring.
— Piles of soil, sand, mulch, building materials or other materials that could deposit
particulates on the pavement.
Piles of snow and ice.
Chemicals of all kinds, including deicers.
The permeable pavement will be inspected once a quarter. 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. Any problems that are found shall
be repaired immediately.
BMP element
Potential problem:
How to remediate the problem:
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
permeable pavement
erosive gullies
remove the gully, then plant ground '
cover and water until established.
-------
vegetated area drains
Regrade the area so that it drains
toward the pavement.
away from the pavement, then plant
ground cover and water until
established. I
The surface of the
Trash/debris present
Remove the trash/debris.
permeable pavement
Weeds
Do not pull the weeds (may pull out
media as well). Spray them with a
systemic herbicide such as
glyphosate and then return within
the week to remove them by hand.
(Another option is to pour boiling
water on them or steam them.)
Sediment
Vacuum sweep the pavement.
Rutting, cracking.or slumping
Consult an appropriate professional.
or damaged structure
...... ...... .... ....
Observation well
Water present more than five
Clean out clogged underdrain pipes.
days after a storm event
Consult an appropriate professional
for clogged soil sub grade.
Educational sign
Missing or is damaged.
Replace the sign.
Torm SW401-Permeable Pavement O&M-Rev.4 10/63/2012 . Page 1 of 2

Permit Number: ..Xyi 140IZZ
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: P1349 Special Operations Training Complex
BNIP drainage area or lot number:
Print
Title: Deputy Public Works Officer.
Address: 1005 Michael Road, Carnp Lejeune. NC 28547
Phone: [phone] L3
Signature:
Date: a,
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.
day of
a Notary Public for the State of
County of L/V ►e(1 I LT-V-,J do hereby certify that
personally eared before me this
and acknowledge the due execution of the
forgoing permeable pavement maintenance re ire Witnes y ha nd official
seal,
SEAL
rKELLEY VANDECOEVERI
NOTARY PUBLIC
ATE OF NOR HOUNTY CAROLINA
My commission expires
Form SW401-Permeable Pavement O&M-Rev.4 10/03/2012 Page 2 of 2

' L ' Permit Number:
,J
(to be
provided byrDu1Q)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP'element: -' '
,potential problem:' -('How
Iwill remediate the a roblem:
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
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 long.
Maintain vegetation at an appropriate
height -
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary*repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or 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
a pesticide is used, wipe it on the plants
rather than spraying.
Form SW401-Sand Filier O&M-Rev.4 2009Septl7 Page 1'of 3

°BMP element:x . „ ' ' '
Potential ' roblem:
How I will remediate the roblem: '
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite
'the outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-1786.
Form SW401-Sand Filter O&M-Rev.4 2009Sept17 Page 2 of 3

Permit Number: 56U
• - (io be provided by DWO)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:P1349 Special Operations Complex
BMP drainage area number: 3 (Sand Filter 1)
Print
Title:Deputy Public Works Officer
Address:1005 Michael Road, Camp Lcieune. NC 28547
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.
a Notary Public for the State of
Countyof V V I D (O l/N , do hereby certify that
personally appeared before me this n day of
and acknowledge the due �ce Ion forgoing sand filter
maintenance requirements. Witness my hand
KELLEY VANDECDEVERINCr
NOTARY PUBLIC
ONSLOW COUNTY '
STATE OF NORTH CAROLINA
SEAL
My commission expires
Form SW401-Sand Filter O&M-Rev.4 2009Septl7 Page 3 of 3

Permit Number: `5 `UY / %�/"
(to be providedrb^y DIVQ)
Drainage Area Number: 2 t�
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements is
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.
Important maintenance procedures:
— The drainage area will be carefully.managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds.
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County)., Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potential rolile"m: 'I
How I will cernediate theproblem:
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface..
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
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 long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged. '
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or 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
a pesticide is used, wipe it on the plants
rather than spraying.
Form SW401-Sand Filter O&M-Rev.4 2009Sept17 Page 1 of 3

BMP element: `" ' ' .
Totentialproblem:
How I'"will remediate the, tob]em:
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have.occurred at the outlet.
401 Oversight Unit at 919-733-1786.
Form SW401-Sand Filter O&M-Rev.4 2009Septl7
Page 2 of 3

r..
Permit Number: S�,0 ,? N01 Z Z
(to be provided by UtVQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. l.agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project nanie:P1349 Special Operations Complex
6M1' drainage area number: 2 (Sand Filter 2)
Print name:
Title:Deputy Public Works Officer
Address:1005 Michael Road, Camp Leieune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, �iA��UV�I W �" t'� ►� , a Notary Public for the State of
County of UN do hereby certify that
personally appeared before me this M day of
and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and
LLEY VANDECOEVERIN
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
My commission expires \ V a l
It
Form SW401-Sand Filter O&M-Rev.4.2009Septl7 Page 3 of 3

1
PermitNumbec SlN
(to be provided by DJVQ)
Drainage Area Number:
Rainwater Harvesting System
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures: ,
— The'roof area will be maintained to reduce the debris and sediment load to the
system. Excess debris can clog the system and lead to bypass of the design
storm, and reduced reuse volume.
— To ensure proper operation as designed, a licensed Professional Engineer,
Landscape Architect, or other qualified professional will inspect the system
annually. G :
The system components will be repaired or replaced whenever the jay it to
function properly. 1 ✓Ay 3
— If the outlet is metered, use must be recorded at a minimum of my. These ?�iy
records shall be kept on site for inspection by DWQ.
The system will be inspected by the owner/operator at least monthly and within 24
hours after each rain event. 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. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How to remediate theproblem:
The entire system
A component of the system is
Make any necessary repairs or replace if
damaged or leaking.
damage is too large for repair.
Water is Flowing out of the
Check system for clogging and damage. Repair
overflow pipe during a
as needed so the design volume is stored
design rainfall or smaller
properly without discharging during a design
(usually a 1" or 1.5" rainfall).
storm.
Check that the pump is operating properly and
that the water is actually being used at the
volume designed..
If it is still not operating properly, then consult
an expert.
The captured roof area
Excess debris or sediment is
Remove the debris or sediment as soon as
resent on the rooftop.
possible.
The gutter system
Gutters are clogged, or water
Unclog and remove debris. May need to install
is backing up out of the
gutter screens to prevent future clogging.
gutter system.
Rooftop runoff not making it
Correct the positioning or installation of gutters.
into gutter system.
Replace if necessary to capture the roof runoff.
Form SW401-Rainwater Harvesting O&M-Rev.I Page 1 of 3

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:'
Potentialproblems:
How to remediate theproblem:
The. pump
Pump is not operating
Check to see if the system is clogged and flush if
properly.
necessary. If it is still not operating, then
consult an expert.
The overflow pipe
Erosion is evident at the
Stabilize immediately.
overflow discharge point.
The overflow pipe is clogged:
Unclog or replace if if cannot be unclogged.
The outflow pipe is damaged.
Repair or replace the pipe.
The secondary water
Not operating properly.
Consult an, expert.
supply
The cistern
Sediment accumulation of 5%
Remove sediment.
or more of the design volume.
Algae growth is present
Do not allow sunlight to penetrate the cistern.
inside the cistern.
Treat the water to remove/ prevent algae.
Mosquitoes in the cistern.
Check screens for damage and repair/replace.
Treat with 'mosquito dunks' if necessary.
The screen's and filters
Debris and/or sediment has
Search for the source of the debris/sediment
accumulated. Screens and
and remedy the problem if possible.
filters are clogged.
Clean/clear debris/sediment from screen or
filter. Replace if it cannot be cleaned.
Form SW401-Rainwater Harvesting O&M-Rev.I
Page 2 of 3

Permit Number. ,ti() F (f-O -
(to be provided by DWQ)
Drainage Area Number: 3
I acknowledge and agree by my signature below, that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: P1349 Special Operations Training Complex
BMP drainage area number:
Print name:
Title: Deputy Public Works Officer
Address: 1005 Michael Road, Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,
County of
day of ��Qy\
forgoing rooftop management
seal,
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
a Notary Public for the State of
M) , do hereby certify that
personally appeared before me this
and acknowledge the due execution of the
mcqreW=s. Witness my hand an
SEAL l `
My commission expires
Form SW40I-Rainwater Harvesting O&M-Rev.I
Page 3 of 3

.J
Permit Number.
sw e/
(to be provided by DWQ)
Drainage Area / Lot Number: 4-C.SnvfA
Permeable'Pavement Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
At all times, the pavement shall be kept free of:
— Debris and particulate matter through frequent blowing that removes such
debris, particularly during the fall and spring.
— Piles of soil, sand, mulch, building materials or other materials that could deposit
particulates on the pavement.
— Piles of snow and ice.
— Chemicals of all kinds, including deicers.
The permeable pavement will be inspected once a quarter. 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. Any problems that are found shall
be repaired immediately.
BMP element:
potential problem:
........................ .. ..
How to remediate the problem:
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
permeable pavement
erosive gullies
remove the gully, then plant ground
cover and water until established.
A vegetated area drains
Regrade the area so that it drains
toward the pavement.
away from the pavement, then plant
ground cover and water until
established.
The surface of the
Trash/debris present
Remove the trash/debris.
permeable pavement
-------------
j
Weeds
Do not pull the weeds (may pull out
I
media as well). Spray them with a
systemic herbicide such as
glyphosate and then return within
the week to remove them by hand.
(Another option is to pour boiling
--- -
water on them or steam them.)
-. _
Sediment
Vacuum sweep the pavement
---- ---
Rutting, cracking or slumping
Consult an appropriate professional.
or -damaged -structure
Observation well
Water present more than five
Clean out clogged underdrain pipes. .
days after a storm event
Consult an appropriate professional
for clogged soil subgrade.
Educational sign
Missing or is damaged.
Replace the sign.
Form SW401-Permeable Pavement O&M-Rev.4 10/03/2012 Page 1 of 2

-%► - Permit Number: 5CU?tP0/ZZ
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for -the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: P1349 Special Operations Training Complex
BMP drainage area or lot number:
Print
Title: Deputv Public Works Officer
Address:. 1005 Michael Road, Camp Leieune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1�' V �� uWV va Notary Public for the State of
County of _ UV\Nj Loj jfkJ do hereby certify thatnn.//11
personally appeared before me this v�
day of �J KN\ /,U 1V1, and acknowledge the due execution of the
I
forgoing permeable pavement maintenance require e s. itness my hand
seal,
SEAL
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
My commission expires
Form SW401-Permeable Pavement O&M-Rev.4 10/03/2012 Page 2 of 2

Permit Number:
(lobe provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BiN41 .
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the,
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches' depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary-
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a 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. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
s stem
I I
'
The flow splitter device
The flow splifter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
JAN 3 i 2014
BY:_
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
The swale and the level
lip
The bypass channel
The receiving water
Potential problem:
The swale is clogged with
sediment.
The level lip is cracked,
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader that
shows stormwater has
bypassed it.
Trees or shrubs have begun
to grow on the swale or just ..
downslope of the level lip.
Areas of bare soil and/or
erosive gullies have formed.
Turf reinforcement is
damaged or ripap is rolling
downhill.
Grass is too short or too long
Areas of bare soil and/or
erosive gullies have formed.
Sediment is building up on
the filter strip.
Plants are desiccated.
are dead, diseased or
dying.
Nuisance vegetation is
choking out desirable species.
Erosion or other signs of
damage have occurred at the
outlet.
Remove the sediment and dispose
of it off -site.
Repair or replace lip.,
Regrade.the soil to create a berm
that is higher than the level lip, and
then plant a ground cover and
water until it is established. Provide
Lime and a one-time fertilizer
Remove them.
Regrade the soil if necessary to
remove the gully, and then
reestablish proper erosion control.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestablish
the erosion control material.
Maintain grass at a height of
approximately three to six inches.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
estabhshed. Provide time and a
one-time fertilizer application.
Remove the sediment and
restabilize the soil with vegetation if
necessary. Provide time and a one-
time fertilizer application.
Provide additional irrigation and
fertilizer as needed.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Remove vegetation by hand if
possible. If pesticide is used, do not
allow it to get into the receiving
water.
.Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

I
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior.to any changes to the system or responsible party.
Projeci nome: P 1349 Special Operations Trainiru; Complex
BAIPdrainageareanumber: 3(LS38); 2(LS 38); 2(LS56); 3(LS42)'
Print
Title: Deputy Public Works Officer
Address: 1005 Michael Road, Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I. ."Y'AA AWN kLUUXV11 LA *) , a Notary Public for the State of
County of UV 10 UT" do hereby certify that
yujU� personally appeared before me this
day of 0)l and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level
Witness my hand and official seal,
KELLEY VANDECOEVERINO
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
My commission expires
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

UEMLH Ubt UNLY
Date Re eived
Fee Paid
Permit Number
to a�
mt�WFu7U 3 SaS=
sus t vla�
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 140122
2. Project name: P1349 Speical Operations Training Complex Site 1
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energv-
mineral-land-resources/energy-mineral-land-ru I es/stormwate r-prog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lcieune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: [e-mail]
AUG i o 2o22 l
ay,
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEO.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
MCT 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
tG �e 0 W a.,,
AUG 10 2022
Slormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

1
D. PER LEE'S C RTI/FICA,TIIO`N-
I, U, �7J�✓�1' the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, wnership. mation provided on this permit renewal application is, to the best of my
knowledge, c rre d com ete.
Signature: Date: ?'L
NOTARIZATION: I' j
I, 1 v� 1 1 v on /� a Notary Public for the State of
1 '/f , County of ✓)S�O , do hereby certify
that r / t- 14 �VVC4., opersonally appeared before me
this the day of PaA (Aj I 20 27! and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires 5APf - 22t
.v......
�v�•NpTARy '• _
01.
tis .
O �.
rr�rrnt�r����
AUG 10 2022
BY.•,
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No—:!�& o /� / �—
(to be provided by DWO)
AMMSTORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
o=Of WArfgq
jf
olqiii�I
I. PROJECT INFORMATION
Project Name
P1349 Special Operations Training Complex
Contact Person
David Tower
Phone Number
910-451-3238
Date
2/19/2014
Drainage Area
1
III. DESIGN INFORMATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade C
Infiltration rate 1.13 in/hr
Pavement Design Summary BUA Credit for Permeable Pavement Footprint:
Permeable Pavement (PP) design type Infiltration - HSG C/D 50% BUA Credit
SA of PP being proposed (Ae)
Resulting BUA counted as impervious for main application form
Adjacent BUA directed to PP (AJ
Ratio of A, to Ao
Flow from pervious surfaces is directed away from PP?
sign rainfall depth
ermeable pavement surface course type
Layer 1- Washed aggregate size (ex. No. 57)
Layer 1-Aggregate porosity (n)
Layer 2 - Washed aggregate size (ex. No. 57)
Layer 2 - Aggregate porosity (n)
Minimum total aggregate depth for design rainfall (q„o)
Drawdown/infiltration time for as
How is 10-yr, 24-hr storm handled?
Aggregate depth to infiltrate 10-yr, 24-hr storm (Dro)
Drawdown/infiltration time of 10-yr, 24-hr storm
Actual provided total aggregate depth
Top of aggregate base layer elevation
Storage elevation of design rainfall depth
Overflow elevation
Bottom elevation at subgrade
SH WT elevation
Underdrain diameter
77,944
ftz
38,972
ftz
1,100
It,
OK
0.01+
(unitless)
Yes
OK
lyr,24hr post -pre
in
PC
57
0.40
(unitless)
OK
2.00
0.40
(unitless)
OK
9.3
in
0.7
days
OK
infiltrated
3.7
in
1.27
days
14.0
in
OK
32.63
fmsl
32.30
fmsl
32.63
fmsl
31.33
fmsl
29.00
fmsl
NA
in
#REF!
ECEIVE
FES 2 0 2014
BY. -
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

Permit
11
Detention Systems (skip for infiltration systems)
Diameter of orifice
efficient of discharge (Cu)
hiving head (H.)
Storage volume discharge rate (through discharge orifice)
Storage volume drawdown time
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Additional Information
Slope of soil subgrade at bottom of permeable pavement
Slope of the permeable pavement surface
Construction sequence minimizes compaction to soils?
Subsoil preparation specified (must select one)
Meets industry standards for structural requirements?
Washed stone is specified for the aggregate?
Required signage specified on plans?
Number of observation wells provided
Distance to structure
Distance to surface waters
Distance to water supply well(s)
in
(unitless)
ft
ft'/sec
days
ft'/sec
ft'/sec
O.so
%
OK
2.50
%
OK
Yes
OK
scarified
Yes
OK
Yes
OK
Yes
OK
11
OK
139.00
ft
>SO
ft
OK
>100
ft
OK
(to be provided by DWO)
ECEIVE
FEB 2 0 2014
BY,
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Permit No.
I' (to be provided by DWO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request
for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements
have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification.
1. Plans It" = 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per
basin),
- Location of permeable pavement,
- Roof and other surface flow directed away from permeable
pavement,
- Location of the permeable pavement sign(s).
2. Section view of the permeable pavement (1" = 20' or larger)
showing:
- All layers (including details about the surface course), and
SHWT
3. A detail of what the permeable pavement sign.
4. A site specific soils report that is based upon an actual field
investigation, soil borings, and infiltration tests within the
footprint of the proposed permeable pavement. The soils
,vestigation shall state the infiltation rate, SHWT elevation, and
ormation about any confining layers. County soil maps are not
an acceptable source of soils information.
(Projects in the WiRO -The results of the soils report must be
verified in the field by DWO, by completing & submitting the soils
investigation request form.)
5. A construction sequence that shows how the permeable
pavement will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance
(0&M) agreement.
8. A copy of the deed restrictions (if required).
MA
CS001
C-509
C-509
Attached
C-001/C-501
Attached
Attached
Pagel Plan Sheet No.
itCEIVE
FEB 2 0 2014
BY:
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 3 of 3

Permit Number:��`
(to be provided by DWQ)
OF W ATpq
DENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section III) and the I&M Agreement (Section IV)
I. PROJECT INFORMATION
rroleci name
Contact name
Phone number
Date
Drainage area number
P1349
910-451-3238
February 19, 2014
3 (Sand Filter 1)
II. DESIGN INFORMATION
Site Characteristics
Drainage area (AD) 130,783.00 it OK
Impervious area
% Impervious (IA)
Design rainfall depth (Ro)
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
st 1-yr, 24-hr peak control
_.ge Volume
Design volume (WOV)
Adjusted water quality volume (WOVAa)
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand filter (hMa F;ner)
Average head on the sedimentation basin and sand filter (hA)
Runoff Coefficient (Rv)
Type of Sand Filter
Open sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dsewr)
Closed/pre-cast sand filler?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dsewT)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
structure (dsp,e)
56,731.00 ft2
43.4% %
1.50 In
3.67
in
0.15
in/hr
2.25
ft3/sec
4.23
ft3/sec
1.98
ft'/sec
6,883.00 ft3
5,162.25 h3 OK
10,287.00 If
27.25 it amsl
27 it amsl
1.50 If Insufficient depth.
0.75 It OK
0.44 (unilless)
Y YorN
23.00 It amsl
23.45 ft amsl
0.45
YorN
ft amsl
ft amsl
ECEIVE.
FEB 2 0 2014
ey-.___�_
Form SW401-Sand Filter Rev.52009Sept17
Parts I and IL Project Design Summary, Page 1 of 2

Permit
Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basin/chamber depth
9ler
_..ce area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dr)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet discharge/flowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (WsJ?
What is the depth of sand over the outlet pipe (dpipe)?
�i4 (to be provided by DWO)
�
( 1 748 d0 (tz Z' OK. Meets minimum, but may need to be increased to
1.50 ft
5,179.00 fe OK. Meets minimum, but may need to be increased to
25.50 ft amsl
23.45 ft amsl
2.05 it
3.50 (fYday)
6.00 in
0.42 ft'/sec
6.70 hours
OK. Submit drainage calculations.
0.28 days
Y
YorN
OK
Y
Y or N
OK
Y
YorN
OK
50.00 ft
Y
YorN
OK
Y
YorN
OK
Y
YorN
OK
Y
YorN
OK
NA
18.00 ft
1.50 ft
Y or N Insufficient ROW location.
OK
OK
' * J
FEB 2 f
2014
Bi
Form SW401-Sand Filter-Rev.5 2009Sept17 Pans I and II. Project Design Summary, Page 2 of 2

11=0
(to be provided by DWQ)
REQUIRED ITEMS
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials
Page/ Plan
Sheet No.
CS001
�11
0
CG-102
1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable), and
Boundaries of drainage easement.
. Plan details (1" = 30' or larger) for the sand filter showing:
System dimensions (length, width, and depth) for both the sedimentation chamber and the
chamber,
- Maintenance access,
- Flow splitting device,
- Vegetative filter strip dimensions and slope (if SA waters),
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
- Boundaries of drainage easement.
C-520 3. Section view of the sand filter (1" = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
filter
- Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
- SHWT elevation,
- Outlet pipe, and
- Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
Attached 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6L Attached 5. Supporting calculations (including drainage calculations)
plA Attached 6. Signed and notarized operation and maintenance (0&M) agreement
N/A 7. A copy of the deed restrictions (if required).
F-C. EI E .
FEB 2 0 2014
BY. —
Form SW401-Sand Filter-Rev.5 2009Sept17 Part III, Page 1 of 1

Permit Number:
(to be provided by OWO)
�CDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section Ill) and the I&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name P1349 Special Operations Training Complex
Contact name David Towler
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
910-451-3238
,19,2014
Filler 2)
Drainage area (AD)
82,052.00 it
OK
Impervious area
18,422.00 ft2
% Impervious (IA)
22.5% %
Design rainfall depth (Ro)
1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.67 in
1-yr, 24-hr intensity
0.15 in/hr
Pre -development 1-yr, 24-hr runoff
2.21 ft"/sec
Post -development 1-yr, 24-hr runoff
1.94 fl3/sec
,sl 1-yr, 24-hr peak control
-0.27 ft3/sec
ge Volume
Design volume (WOV)
2,667.00 Its
Adjusted water quality volume (WOVAdi)
2,000.25 h3
OK
Volume contained In the sedimentation basin and on top of the sand filter
6,356.00 If
Top of sand filter/grate elevation
28.75 it amsl
Weir elevation (between chambers)
28.5 it amsl
Maximum head on the sedimentation basin and sand filter (hMmFihe,)
1.50 if
Insufficient depth.
Average head on the sedimentation basin and sand filter (hA)
0.75 It
OK
Runoff Coefficient (Rv)
0.25 (unitless)
Type of Sand Filter
O?�O�F�W,�A,[T\F9�\\OG
I V�A/�/���y
p�<
Open sand filter? Y Y or N
SHWT elevation - 24.50 it amsl
Bottom of the sand filter elevation 25�ft amsl
Clearance (dsHw,) 0.60
Closed/pre-cast sand filter? Y or N
SHWT elevation ft amsl
Bottom of the sand filter elevation ft amsl
Clearance (dSHvrr)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground ft
structure (dsprce)
FEB 2 0 2014
BY:________ __
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and It. Project Design Summary, Page 1 of 2

Sedimentation Basin
Surface4rea of sedimentation basin (As)
Sedimentation basin/chamber depth
-ilter
de area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filler bed/drain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet discharge/flowrale
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (Ws�)?
What is the depth of sand over the outlet pipe (dpipe)?
Permit Number
(to be provided by DWO)
(p _1,286-00 h2 4` OK. Meets minimum, but may need to be increased to
1.50 ft
3,223.00 it OK. Meets minimum, but may need to be increased to
27.00ftamsl t 2$•5¢s%72//avvS{}
25.10 ft amsl fdeWS
l r �L ZI�oW LS I
1.90ftQd¢eP¢ST• l,$ Zfy,
3.50 (fVday)
6.00 in
0.26 ft'/sec
4.10 hours OK. Submit drainage calculations.
0.17 days
Y YorN
OK
Y YorN
OK
Y Y or N
OK
50.00 ft
Y YorN
OK
Y YorN
OK
Y YorN
OK
Y YorN
OK
NA
32.00 It
1.50 If
Y or N Insufficient ROW location.
OK
OK
ECEIVE
FEB 2 0 2014
BY,
Form SW401-Sand Filter-Rev.52009Sem 17 Pans I and II. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials
Page/ Plan
Sheet No.
CS001
1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
CG-102
- Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access,
Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable), and
Boundaries of drainage easement.
L C-521 3. Section view of the sand filter (1" = 20' or larger) showing
l - Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
- Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
- SHWT elevation,
- Outlet pipe, and
- Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
Attached 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
(� investigation request form. County soil maps are not an acceptable source of soils information.
1 Attached 5. Supporting calculations (including drainage calculations)
Attached 6. Signed and notarized operation and maintenance (0&M) agreement
N/A 7. A copy of the deed restrictions (if required).
Form SW401-Sand Filter-Rev.5 2009Sept17
ECrZ8V"
FEB 2 0 2014
BY:
Part III, Page 1 of 1

Permit No.
(to be provided by DWO)
OF wA7FR
PB+ AO�G
h C
ICDENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
RAINWATER HARVESTING SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part IIQ must be printed, filled out and submitted along with all of the required information,
Project name
Contact person
Phone number
Date
Drainage area number
Site Characteristics
Captured Horizontal Surface Area of Roof
Are you in Coastal County SA waters or ORW Areas?
Storage Volume: Non -SA Waters / Other
Design rainfall
Rain Harvesting Volume Provided (Must include a factor of safety at
least 1.2x design rainfall)
Rain Harvesting Volume Provided
Storage Volume: SA Waters & Saltwater ORW Areas
Inoff Volume generated from 1.5"
1-yr, 24-hr rainfall depth at your site
Pre -Development 1-yr, 24-hr Runoff
Post -Development 1-yr, 24-hr Runoff
1-yr, 24-hr Runoff Volume Post -Pre
Use 1.5" or Pre/Post?
Volume of Rainwater Harvesting System Provided
Rain Harvesting Volume Provided at Site
Factor of Safety
Rain Harvesting Volume Provided
910-451-3238
3
P1349
2,730 it'
Yes
in
to
0.00 ga
342.00 It]
3.67 in
126.00 ft3
793.00 ff3
667.00 it
Pre -Post Control
2,005.00 ft3
3.00
14999.41 as
David Towler
Fill out SA Waters & Saltwater ORW Areas Section
DO NOT FILL OUT THIS SECTION
OK
OK
OK
(sk=CEIVE
[I FEB 2 0 2014
BY:
Form SW401-Rainwater Harvesting-Rev.3 Parts I. 8 If. Design Summary, Page 1 of 3

Permit
(to be provided by DWQ)
% Runoff
% Runoff Used On -Site
Primary Method Used On -Site
Runoff Treated On -Site
Primary Method of Treatment
% Runoff Infiltrated On -Site
Total Runoff Accounted For
Water Balance Calculations Attached?
Cistern Overflow, Gutter, & Gutter Downspout Sizing
Closest City
Captured Roof Area
Overflow Pipe Diameter Needed (in Dec. Inches)
Maximum Captured Area for above Overflow Pipe
Guttering
Number of Gutters Total
Do you have a plan details showing numbered gutters?
Do you have a detailed table showing slopes of all gutters?
Do you have a detailed table showing diameters of all gutters?
Do you have a detailed table showing downspout diameterof all
gutters?
Do you have a detailed table showing maximum captured area for
all gutters?
Additional Design Elements
'+ave you modeled this system using a water harvesting model?
,ays to Draw Down Rainwater Harvester
Overflow discharged to:
Does the overflow discharge directly to impervious surfaces?
What is the overflow velocity for the 10-year storm?
Is the overflow velocity non -erosive
Is a First Flush Diverter Used?
If First Flush Diverter used, where is bypassed water discharged to?
Actual City
Closest City
Average Annual Historic Rainfall at your Site
Percent of Rainfall that will Overflow Cistern
Additional Design Elements
Which Model?
Does this cistern have a dedicated year-round use?
Screen Sizing at Entrance to Rainwater Harvester
Do you have a secondary water supply to the rainwater harvester?
Plans for the footing included in submittal?
Is the cistern buried?
Pump provided? What is the pressure?
What are the designated uses of the pump?
`re Pump Sizing Calculations Attached?
Cistern Metal?
If Metal Cistern - Is Waterproof Bladder Provided?
If the only use is irrigation - are plans provided?
100
%
Toilets
0
%
NA
0
%
100
%
OK
Yes
Wilmington
2730
hz
14
in
16012
it
Check Area Going to Overflow
Please attach a table showing Gutter numbers, slopes,
diameters, downspout sizing and areas going to each
N/A
gutters
gutter
Yes
OK
15
days
Properly Designed BMP
OK
No
OK
2.35
Ns
Yes
Please provide calculations to show non -erosive
velocity
Yes
Properly Designed BMP
OK
Camp Lejeune
Wilmington
55
in
34
%
Stormtank
Yes
OK
1
mm
OK
No
Yes
OK
If cistern Is burled, calculations must be provided to
Yes
show cisternwillnot float when empty
60
psi
g
sump
gq.drZ I ®B' E.,
No
No
OK FES 2 0 2014
N/A
OK
N/A
OK
Form SW401-Rainwater Harvesting-Rev.3 Parts I. & II. Design Summary, Page 2 of 3

Permit
(to be provided by DWO)
Labeled as non -potable water? Yes
Are Local & State pumbing codes followed? Yes
ies this roof area deduct BUA from calculations of another BMP? Yes
,i so, what BMP?
Notes:
Sand Filter t
OK
E a+v6` 6 OLr E
FEB 2 0 2014
BV.
Form SW401-Rainwater Harvesting-Rev.3 Parts I. & II. Design Summary, Page 3 of 3

Permit
(to be provided by DWO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
*1CS-001 1. Plans (1' - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Rain Harvester dimensions,
Pretreatment system,
Any first flush bypass system,
Maintenance access,
CG-102
�lr \ C-517/C-518
N/A
C-501
Attached
Attached
. N/A
Attached
N/A
IJ ` Attached
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details of rain harvester showing:
Maintenance access
Volume
Area overflow is directed to and appropriate details of overflow area including vegetation, seeding plan
and side slopes
Screen sizing
Waterproof bladder it applicable
Footings
Pump design and sizing
Guttering with sizing and slopes, overflows, and
Filter strip.
3. Section view of the roof and rain harvester (1"= 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. Rain harvesters shall not be used for sediment and erosion control during construction
5 A table of elevations, areas, gutter slopes, gutter and overflow dimensions, incremental volumes &
accumulated volumes for overall site to verify volume provided.
6.
A construction sequence that shows how the rain harvester will be implemented on site.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
g' A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil bodngs, and infiltration tests. County
soil maps are not an acceptable source of soils information.
11 A copy of the printout from the water harvesting model used.
12 A copy of average annual rainfall at your site.
Form SW401-Rainwater Harvesting-Rev.3
IV
FEB 2 0 2014
BY:
Part III. Require�tm, Page 1 of 1

s/C)
Permit No.
_
(to be provided by DWD)
WArFg
A
STORMWATER MANAGEMENT
o?pp
PERMIT APPLICATION FORM p
NCDENR 401 CERTIFICATION APPLICATION
FORM
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
P1349 Special Operations Training Complex
Contact Person
David Towler
Phone Number
910-4513238
Date
2/19/2014
Drainage Area
4
II. DESIGN INFORMATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade
C
Infiltration rate
4.02
m/hr
Pavement Design Summary
BUA Credit for Permeable Pavement Footprint:
Permeable Pavement (PP) design type
Infiltration - HSG C/O
50% BUA Credit
SA of PP being proposed (!b)
17,288
ft'
Resulting BUA counted as impervious for main application form
8,644
ft,
Adjacent BUA directed to PP (A J
390
ftz OK
Ratio of A, to Ap
0.02Z
(unitless)
Flow from pervious surfaces is directed away from PP?
yes
OK
sign rainfall depth
1.5"
in
ermeable pavement surface course type
PC
Layer 1- Washed aggregate size (ex. No. 571
57
Layer 1-Aggregate porosity (n)
0.40
(unitless) OK
Layer 2 - Washed aggregate size (ex. No. 57)
2.00
Layer 2 -Aggregate porosity (n)
0.40
(unitless) OK
Minimum total aggregate depth for design rainfall (C,,)
3.8
in
Drawdown/infiltration time for 4,a
0.2
days OK
How is 10-yr, 24-hr storm handled?
infiltrated
Aggregate depth to infiltrate 10-yr, 24-hr storm (D,o)
0.0
in
Drawdown/infiltration time of 10-yr, 24-hr storm
0.35
days
Actual provided total aggregate depth
14.0
in OK
Top of aggregate base layer elevation
29.33
frost
Storage elevation of design rainfall depth
28.50
fmsl
Overflow elevation
29.33
fmsl
Bottom elevation at subgrade
28.33
fmsl #REF!
SH WT elevation
26.00
It
Underdrain diameter
N/A
in
FEB 10 2014
ow.
Form SW 401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

Permit No.
(to be provided by DWO)
Detention Systems (skip for infiltration systems)
Diameter of orifice
in
efficient of discharge (Co)
(unitless)
driving head (Ho)
it
Storage volume discharge rate (through discharge orifice)
ft'/sec
Storage volume drawdown time
days
Pre -development 1-yr, 24-hr peak flow
ft'/sec
Post -development 1-yr, 24-hr peak flow
ft'/sec
Additional Information
Slope of soil subgrade at bottom of permeable pavement
0.50
%
OK
Slope of the permeable pavement surface
2.50
%
OK
Construction sequence minimizes compaction to soils?
Yes
OK
Subsoil preparation specified (must select one)
scarified
Meets industry standards for structural requirements?
Yes
OK
Washed stone is specified for the aggregate?
Yes
OK
Required signage specified on plans?
Yes
OK
Number of observation wells provided
2
OK
Distance to structure
129.00
ft
Distance to surface waters
>50
ft
OK
Distance to water supply wells)
>100
ft
OK
3ECTE-I'V ..
FEB 2 0 2014
R,
Farm SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Permit
(to be provided by DWO)
111. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request
for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements
have been met. II the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification.
Page/ Plan Sheet No.
rInitials
1. Plans (1" = SO' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per
basin),
CSO01
- Location of permeable pavement,
- Roof and other surface flow directed away from permeable
pavement,
- Location of the permeable pavement sign)s).
2. Section view of the permeable pavement )1" = 20' or larger)
�r
showing:
- All layers (including details about the surface course), and
C-509
SHWT
3. A detail of what the permeable pavement sign.
AM
C-509
4. A site specific soils report that is based upon an actual field
f�,,,,y
rI
investigation, soil borings, and infiltration tests within the
footprint of the proposed permeable pavement. The soils
,vestigation shall state the infiltation rate, SHWT elevation, and
,ormation about any confining layers. County soil maps are not
Attached
an acceptable source of soils information.
(Projects in the WiRO -The results of the soils report must be
verified in the field by DWQ, by completing & submitting the soils
investigation request form.)
5. A construction sequence that shows how the permeable
IfPI- t
��-
pavement will be protected from sediment until the entire
C-001/C-501
drainage area is stabilized.
6. The
supporting calculations.
Attached
7. A copy of the signed and notarized operation and maintenance
Attached
(O&M) agreement.
8. A copy of the deed restrictions (if required).
N/A
� CEIVE
FEB 2 0 2014 ,
Form SW401-Permeable Pavement -Rev.,[ -October 16, 2012 PP Supplement Form, Page 3 of 3

AGA.
MCDENR
Project name
Contact name
Phone number
Date
Drainage area number
yl LJl{ItA [
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
PI349 Specie
David Towlef
910-451-3238
January 28, 2014
2 (LS 38)
II. DESIGN INFORMATION
The purpose of the LS-VFS Other: Explained below
Stormwater enters LS-VFS from A BMP
Type of VFS Engineered filter strip (graded & sodded, slope <8%)
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the t inmr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
Sand filter underdrain flow
fe
f?
cis
min
nmr
cfs
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the forth.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
cfs Do not complete this section of the form.
(Y or N) Do not complete this section of the form.
Other: Explained below
0.26 cis
NA cfs
10 cts
0.26 cfs
N (Y or N) A bypass system is required for the excess flow.
Outlet for sand filter underdrain
ECEIVE
JAN 3 1 2014
BY:
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LS•VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
126
sq It
No forebay is required.
32
in
12
in
Depth is appropriate.
10
tucts
3
ft
Ten feet is the minimum level spreader length.
10
ft
50
ft
22.80
fmsl
22.00
must
1.60
N
(Y or N)
OK
Y
(Y or N)
N (Y or N)
N (Y or N)
3.00 it
2.00 ft
6.00 ft
N/A ft
N/A It
Grass
N/A (Y or N)
Y (Y or N)
System is for underdrain flow only. Not 10-year storm.
xx'
� a
J B 1
Form SW 401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

AV. -
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (it applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1' = 20' or larger) showing:
- Underdrain system (if applicable),
-Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
S. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Initials Page or plan sheet number and any notes:
02
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 3 of 3

oFWArpF
�= o�
A A
rNCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
P1349 Special Operations Training Complex
Contact name
David Towler
Phone number
910-451-3238
Date
January 28, 2014
Drainage area number
2 (LS 56)
II. DESIGN INFORMATION
The purpose of the LS-VFS
Other: Explained below
Stormwater enters LS-VFS from
The drainage area
Type of VFS
Engineered filter strip (graded 8 sodded, slope <8 %)
Explanation of any "Other" responses above
Bypassed flow from Sand Filter
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
82,052 f,
Impervious surface area
18,422 f,
Percent impervious
22.45
Rational C coefficient
0.45
Peak flow from the 1 iNhr storm
0.85 cfs
Time of concentration
15.00 min Please provide calculations for lc.
Rainfall intensity, 10-yr storm
6.3 inmr
Peak flow from the 10-yr storm
5.34 CIS
Design storm
Other: Explained below
Maximum amount of flow directed to the LS-VFS
1.95 CIS
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other" responses above
Flow bypassed from 1-yr, 24-hour storm from sand filter
If Stormwater Enters the LS-VFS from a BMP
Do not complete this section of the form.
Type of BMP
Pick one:
Peak discharge from the BMP during the design storm
cfs
Peak discharge from the BMP during the 10-year storm
cfs Do not complete this section of the form.
Maximum capacity of a 100-foot long LS-VFS
10 cfs
Peak flow directed to the LS-VFS
cfs Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N)
Explanation of any "Other" responses above
Form SW401 - LS-VFS - 2gJune2012 - Rev.10 page 1 of 3

If 1
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
128
sq ft Forebay is adequately sized.
34
in
12
in Depth is appropriate.
10
fNcfs
20
it
40
ft
50
1t
26.80
fmsl
24.20
fmsl
5.20
N
(Y or N) OK
Y
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow splitter & supporting calcs.
3.00
it
2.00
it
8.00
it
NIA
ft
NIA
It
0.61
ft/sec
Grass
N
(Y or N)
Y
(Y or N)
This is overflow
only, the 10-year storm event does not enter into the LS
\\'
♦ B 1
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
k6lT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item: I iti s Page or plan sheet number and any notes:
1. Plans (1"- 50' or larger) of the entire site showing: CS-001
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (V = 20' cr larger) showing:
- Underdrain system (if applicable),
-Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS shoving
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
C-501
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 3 of 3

wAtE9
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL
SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
P1349 Special Operations Training Complex
Contact name
David Towier
Phone number
910.451.3238
Date
January 28, 2014
Drainage area number
3 (LS 38)
II. DESIGN INFORMATION
The purpose of the LS-VFS
Other: Explained below
Stormwater enters LS-VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope c 8 % )
Explanation of any "Other" responses above Bypassed flow from sand filter
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
130,783 fe
Impervious surface area
56,731 f?
Percent impervious
43.38
Rational C coefficient
0.56
Peak flow from the l in/hr storm
1.68 cfs
Time of concentration
18.00 min Please provide calculations for to.
Rainfall intensity, 10-yr storm
5.7 inrhr
Peak flow from the 10-yr storm
9.58 cfs
Design storm
Other: Explained below
Maximum amount of flow directed to the LS-VFS
3 cfs
Is a flow bypass system going to be used?
Y (Y or N)
Explanation of any "Other' responses above
Flow bypassed from 1-yr, 24-ham storm from sand filter
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year stone
Maximum capacity of a 100-foot long LS-VFS
Peak flaw directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
Do not complete this section of the form.
Pick one:
cfs
cfs Do not complete this section of the form.
10 cfs
cfs Do not complete this section of the form.
(Y or N)
ECEIVE
JAN 3 12014
BY:--�_
Form SW401 - LS-VFS - 29June2012 - Rev.10
page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of Forebay at stormwater exit point
Feet of level lip needed per cts
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below).
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
128
sq ft Forebay is adequately sized.
32
in
12
in Depth is appropriate.
10
fVcfs
30
It
67
It
50
ft
22.80
fmsl
22.00
fmsl
1.60
N
(Y or N) OK
Y
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow spliffer & supporting calcs.
2.00
It
8.00
It
N/A
ft
N/A
ft
0.29
ft/sec
Grass
N/A (Y or N)
Y (Y or N)
System is for overflow only. Not 10-year storm.
\\
J F3
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III. P.QUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial In the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1"= 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Page or plan sheet number and any notes:
02
Form SW 401 - LS-VFS - 29June2012 - Rev.10 page 3 of 3

SLJr�/�oi��
©��
020E WAiFgOG
��
5ENR
`
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
P1349 Special Operations Training Complex
Contact name
David Towler
Phone number
910.451.3238
Date
January 28, 2014
Drainage area number
3 (LS 42)
II. DESIGN INFORMATION
The purpose of the LS-VFS
Other: Explained below
Stormwater enters LS-VFS from
A BMP
Type of VFS
Engineered filter strip (graded & sodded, slope <8 % )
Explanation of any "Other' responses above
Discharge from sand filter underdrains
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
ft' Do not complete this section of the form.
Impervious surface area
fe Do not complete this section of the form.
Percent impervious
% Do not complete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 inlhr storm
cfs Do not complete this section of the form.
Time of concentration
min Do not complete this section of the form.
Rainfall intensity, 10yr storm
in/hr Do not complete this section of the form.
Peak flow from the 10-yr storm
cis Do not complete this section of the form.
Design storm
Maximum amount of flow directed to the LS-VFS
cfs Do not complete this section of the torn.
Is a flow bypass system going to be used?
(Y or N) Do not complete this section of the form.
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Other: Explained below
Peak discharge from the BMP during the design storm
0.42 cfs
Peak discharge from the BMP during the 10-year storm
NA cfs
Maximum rapacity of a 100-foot long LS-VFS
10 cfs
Peak flow directed to the LS-VFS
0.42 cfs
Is a flow bypass system going to be used?
N (Y or N) A bypass system is required for the excess flow.
Explanation of any "Other" responses above
Sand filter
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LS-VFS Design
Forebay, surface area
Depth of forebay at stormwater entry point
Depth of forebay at sformwater exit point
Feet of level lip needed per cts
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other" responses above
128
sq ft
No forebay is required.
32
in
12
in
Depth is appropriate.
10
fucfs
4
ft
Ten feet is the minimum level spreader length.
16
ft
60
ft
22.80
fmsl
22.00
fmsl
1.60
N
(Y or N)
OK
Y
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow splifter 8 supporting calcs.
2.00 ft
8.00 It
NIA ft
NIA ft
NIA ft/sec
Grass
N (Y or N)
Y (Y or N)
System is for underdrain flow only. Not 10-year storm.
W
♦ B
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
11
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1"= 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot tope lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1' = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Page or plan sheet number and any notes:
CS-001
Form SW 401 - LS-VFS - 2gJune2012 - Rev.10 page 3 of 3

1111 e J1i 1\� 10:19:06 12-28-2018 6 /9
03-04-'14 09:41 FROM- V/
T-636 1`0008/0009 F-933
Permil No, SW8 140122
P1349 Special Ops Training Complex Site #1
Stormwater Penult No. SWt3140122
Onslow Countv
Doaigner's Cortificatlon
Page 1 -of� I ..
DEC 2 8 2013
1, Mary Ann DuRant as a duly registered Professional Engineer In
Virginia the State of , having been authorized to observe (periodicallyA
4OWFthe construction of the project,
P-1349
Train
for Commanding Officer, MCB Camp Lejeunc(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be bulftwithin substantial
compliance and Intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Slgnature _ A,1�
Registration Number VA 037452
Date December 10, 2018
Page 7 of.8
SEAL (Not Required)

�t 10:19. 20 12-28-2018 719
1'
03-04-'14 09:41 FROM- _ T-690 P0009/0009 F-933
Permit No. SM 140122
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
E,D_2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
A�3, All the bullt-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof -drains are located such that the runoff Is directed into the system.
S. The sand filter elevations are per the approved plan.
6. The sand filter is located per the approved plans.
/ 7. A trash rack is provided on the outlet/bypass structure.
11,r r,J-�n� 8. For open sand filters, all slopes are grassed with permanent vegetation.
g. Vegetated slopes are no steeper than 3:1.
10. The.inlets are located per the approved plans and do not cause short-
circulting of the system.
11. The permitted amounts of surface area and/or volume have been
�AA provided.
r `t� 12. Required drawdown devices are correctly sized and located per the
approved plans.
Phi 13. All required design depths are provided.
00 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter. .
kb IS.. The required dimensions of the system are provided, per the approved
plan.
cc, NCDENR-DEMLR Regional Office
0V1f_.
DEC 2 8 2018
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