SW8020612_Current Permit_20151030

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
October 30, 2015
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: State Stormwater Management Permit No. SW8 020612
FC371 & FC372 / SWP 55 French Creek BEQs P893 / 00-0160
High Density Wet Detention Pond Project
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for FC371 & FC372 / SWP 55 French Creek BEQs on October 27, 2015. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211, as
applicable. We are forwarding Permit No. SW8 020612 dated October 30, 2015, for the
construction, operation and maintenance of the BMP's and built -upon areas associated with the
subject project.
This permit shall be effective from the date of issuance until August 16, 2024, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the conditions
listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to transfer the permit, or to renew the permit, will
result in future compliance problems.
The following modifications are included and covered by this permit:
1. The increase in approved built -upon area to account for an additional building to be
constructed as part of the Steam Decentralization Project as well as a small amount of
future built -upon area.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes, and must be filed with the OAH within thirty (30) days of receipt of this permit. You
should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are
made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Hall in the Wilmington Regional Office, at [phone].
Sincerely,
. - j6eraCItan\d
0,
acy DaisP.Eor
Division of Energy, Land Resources
GDS/ canh: 111StormwaterlPermits & Projects120021020612 HD12015 10 permit 020612
cc: Jennifer Williams, Cape Fear Engineering, Inc.
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section -Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] - Internet http://portal.ncdenr.org/web/lrl
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

State Stormwater Management Systems
Permit No. SW8 020612
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB Camp Lejeune
FC371 & FC372 / SWP 55 French Creek BEQs P893 / 00-0160
Buildings FC370, FC371 and FC372, Barker St, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as applicable (hereafter
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Energy, Mineral and Land Resources (hereafter referred to as the Division or
DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until August 16, 2024, and shall be
subject to the following specified conditions and limitations:
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 Section 1.6 of this permit. The runoff from all built -upon area within the
permitted drainage area of this project must be directed into the permitted stormwater
control system. The stormwater control has been designed to handle the runoff from
239,099 square feet of impervious area.
3. The maximum built -upon area allowed for the entire project is 239,099 square feet.
4. The drainage area will be limited to the amount of built -upon area indicated in
Sections 1.2 and 1.6 of this permit, and per approved plans. The built -upon area for the
future development is limited to 529 square feet.
5. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 020612
6. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres: 12.72
Onsite, subject to 1995 rules, ft2:
1,550
Onsite, subject to SL2008-211, ft2:
552,533
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
239,099
Onsite, subject to 1995 rules, ft2:
237,549
Onsite, subject to SL2008-211, ft2:
1,550
Offsite, ft2:
0
c. Pond Design Depth, feet:
5.0
d. TSS removal efficiency:
90%
e. Design Storm:
subject to 1995 rules, inches:
1.0
subject to SL2008-211, inches:
1.5
f. Permanent Pool Elevation, FMSL:
19.7
g. Permitted Surface Area @PP, ft2:
25,362
h. Permitted Temporary Storage Volume, ft3:
32,572
i. Temporary Storage Elevation, FMSL:
20.9
j. Predevelopment 1 yr-24 hr. discharge rate, cfs:
unknown
k. Controlling Orifice:
2 5" O pipe
I. Orifice Flowrate, cfs :
0.12
m. Permanent Pool Volume, ft3:
87,764
n. Forebay Volume, ft3:
17,139
o. Maximum Fountain Horsepower:
1/3
p. Receiving Stream / River Basin:
French's Creek / White Oak
q. Stream Index Number:
19-24
r. Classification of Water Body:
"Sc, NSW"
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 020612
6. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
7. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. If the stormwater system is 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.
10. All stormwater collection and treatment systems must be located in either public
rights -of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater facilities
for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
11. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future SUA listed on the application.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 020612
13. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the subdivision, sale or conveyance of the project
area in whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. The permittee shall maintain a copy of the permit,
O&M agreements, and the approved plans at all times.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 020612
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. 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 as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request 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.
Permit modified and reissued this the 30th day of October 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 020612
Page 6of8

State Stormwater Management Systems
Permit No. SW8 020612
FC371 & FC372 / SWP 55 French Creek BEQs P893/ 00-0160
Stormwater Permit No. SW8 020612
Onslow County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 020612
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
.11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
.13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
.16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Onslow County Building Inspections
Page 8of8

Permit Number.���`
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMI'. 'I`his maintenance record will be kept in a
log in a known set location. Any deficient BNM elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of suuct-.mres, safety of the public, and the removal efficiency of the BM?'.
The wet detention basin system is defined as the wet -detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
L_] does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maint the
flushing of sediment through the emergency drain should be I V IE
maximum extent practical. OCT 211015
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a moilfirmyd—
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the problem:
The entire BMP
Trash/ debris is present
Remove the trash/ debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil iEnecessary to
detention basin
erosive gullies have formed.
remove ti-e gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer apphcation.
Vegetation is too short or too
long.
Maintain vegetation at a height of
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

OCT
BY: -
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose Qf the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
a depth greater than the
original. design depth for
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra '-
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and -
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra '
The main treatment area
Sediment has accumulated to
a depth greater than the
original design sediment
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
storage depth
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
2 2�15
Alg 1 growth covers over
50% of the area.
Consult a professional to remove
and control the algal growth.
Cattails, phragniftes or other
Remove the plants by wiping them
invasive plaints cover 50% of
with pesticide (do riot spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4

Permit Number.
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:-
How I will remediate theproblem:
The embanlanent
Shrubs have started to grow
Remove shrubs immediately.
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
damage have occurred at the
Contact the local NC Division of
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 33 - feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 2.Z.S feet in the forebay, the sediment
shall be removed.
Sediment Removal A. 17.5 75%
---- ------------
Bottom Elevatio Ib.7 1.511
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
zil �%S /r
Sediment Removal Elevation j&Q - - - - - - - - �Q
----------------------------------- --
Bottom Elevation f Z y /� I
FOREBAY MEGEIV FOND
OCT 2 7 2015
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

PermitNumber:
(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.
Projectname: F:L 3711 i".A BEQ's w2yi0-0160
BAIP drainage area number:_ Pond Ii 1
Print name:Thomas Bradshaw. PE
Title:Civil Engineer, Public Works Department
Address:1005 Michael Rd Camp Lei eune, NC 28542
Phone:[phone] , Pd.. 32.45
Signature: O i'
Date:--Lolu
Note: The legally responsible. parry should not be a homeowners association unless more than 50% of
thelots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
to , County of t)6W , do hereby certify that
k_
�dL personally appeared before me this
day of OQAek,%A , W ( �, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Al'0-dV oil
ti
edoaroZ/90
=ojldn uolsslwwOO AM
Alunoo Molsup
ollgnd Aio;oN
My commission expires 5 jake\ e 5'
EIVE
G OCT 2 7 2015
ru
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

11 Date Received _ I FmXaid_ , I Permit Number 11
Applicable Rules: " ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mtmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
FC371 & FC372 / SWP 55 French Creek BEOs P893 / 00-0160
Z Location of Project (street address):
Buildings FC370, FC371 & FC372 Camp 14eune
City:Camp Leieune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
From Main Gate, follow Holcomb Blvd to traffic circle and make left on McHugh Blvd Follow McHugh Blvd
to Gonzalez Blvd and make right. Follow Gonzalez to Anderson and make left then left onto Barker St
FC 371 / 372 will be on left.
4. Latitude:3V° 38' 55.6" N Longitude:770 19' 46" W of the main entrance to the project.
IL PERNIIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
tRenerwals with modifications also requires SWU 102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 020612 , its issue date (if known)Apri14, 2012 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
Flow Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired p1paswe provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport?
V yes, see S.L. 2012-200, Part V1. httEs:Hporta1mcdennorg,
Form SWU-101 Version Oct 31, 2013 Page 1 of 6
C' M lip
OCT 2 12015
BY:

M. CONTACT INFORMATION
LA. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the vroiect):
Applicant/Organization:USMCB Camp Leieune
Signing Official & Title:Thomas Bradshaw, PE, Public Works Des M Civil Branch 4er^ Nam. l &
b. Contact information for person listed in item 1a above:
Street Address:1005 Michael Road
City:Camv Lejeune State:NC Zip:28457
Mailing Address (if applicable):1005 Michael Road
Pj State -NC Zip:28457
Phone: (910 ) 451-3238 ext 3285 Fax: (910 ) 451-3300
Emal7:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
Z a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Marling Address (if applicable): u- _
State: Zip:
Phone: �� �� Fax. ( )
Email
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above.
Mailing Address:
City:
Phone: ( )
Email;
4. Local jurisdiction for building permi+s:
State:
Fax ( 1
Point of Contact phone #: ( )
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
GENE
CT 212015

IV. PROJECT INFORMATION
1. In the space provided below, hieft summarize how the stormwater runoff will be treated.
Stormwater will be collected on site and vied to a wet detention basin.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin
4. Total Property Area:12.72 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal. Wetlands Area (5) - Total. Surface Water Area (6) = Total Project
Area+:12.72 acres
* Total project area shall be calculated to exclude the follol0i the normal pool of i ounded structures, the area
between the banks of streams and rivers, the area below, the Normal Hi h 1 Neater line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or line. The resultant pprr ect area is used to
calculate overall percent built upon area (BETA). Non -coastal wetlands landward of the NHW�or MHIN) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 43.15 %
9. How many drainage areas does the project have71(For high density, count 1 for each proposed engineered
stormwater BAP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Receiving Stream Name
French's Creek
Stream Class *
SC NSW
Stream Index Number *
19-24
Total Drainage Area (sf)
554,083
On -site Drainage Area (sf)
_
554,083
Off -site Drainage Area (sf)
Proposed Impervious Area
239,099
%. Impervious Area" total
43.15
wee
^ Area1
_ $Tm
Don,Area;
..tea:
On -site Buildings/Lots (sf)
30,999
increased by 655
On -site Streets (sf)
On -site Parking (sf)
164,789
increased by 366
.On -site -Sidewalks -(sf)
29;202
Other on -site (so
13,580
Future (sf)
529Ll
Off -site (sf)
UCT
iy
Existing BUA*** (sf)
Total (so:
239,099
srream Ciass and inaex ivumber can be determined at. ht aortaLncdenr.e fog dAgg42g cgg closi&gtiom
"� I eroiou9 area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
gravel areas, etc.
Report only that amount of existing BUA that will remain der development. Do not report any existing BUA that
Is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union Countv: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&1VIJ forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhft://portalncdenr.org/web/yg/ws/s-ti/`bmp-manuaL
VL SUBMITTAL REQUIREMEWS
Only complete application packages will be accepted and reviewed by the Division of Energy; Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hft://PortaLncdenr.org/web/MM/ws/su/statww/fo-r=-do The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htty:/ /portal-ncdeng-org/web/n /ws/su/MM.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
fmr each submitted application package from http://RortaLncdenr.org/web/mg./ws/su/statesw/forms does.
Enitials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M V V
agreement(s) for each BMP. /
4. Permit application processing fee of $505 payable fo I\'CDEXR. (For an Express review, refer to Jiyi W
hft://www.m,Khe�l for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) m
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1. . r
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Y2 mile of the site boundary, include the Y2
mile radius on the map. m
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including JMW
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers. d. Legend. E C E IV_
e. North arrow.
f. Scale. OCT 2 201
5
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elev iti?n of
impounded structures, the banks of streams and rivers, the MHW or NH::
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
L Dimensioned properly/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k Existing contours, proposed contours, spot elevations, finished floor elevations.
L Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or'a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct, 31, 2013 Page 4 of 6

p. Vegetated buffers (where required). � I h-
9. So of any applicable soils report with the associated SHWT elevations (Please identify r v
atums m addrtton w depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the.report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to nett; f the SHWIT prior
to submittal, [phone].) l
10. A copy of the most current property deed. Deed book Page No: / +
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2111003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htta://www.seolet astaiexw.us/Corporations/(Searchgpx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from htti)://r)ortal.ncdenr.org/web& state-stormwater-
forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
V13L CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting enghim and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting EngineerJennifer Williams, PE
Consulting Firm: Cane Fear F &eerj,& Inc
Mailing Address:151 Poole Road, Suite 100
City:Belville
Phone: (910 ) 383-1044
Ema .lennifer.wflUams@c!!RdtargnWng=&.com
State:NC Zip:28451
Fax: (910 ) 3ti3-1045
DL PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item Ia) with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and ri-takibawrice of the stormwater system.
i'nWCEIVE
OCT 27 2015
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
�I 14"
My commission expires.
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item Ia) Thomas Bradshaw, PE
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules der 15A NCAC 2H.10PO and any other applicable state stormwater requirements.
Signature: Date:
1, 9a Notary Public for the State of 46AA- County of
kl�eNel- do ereby certify that personally appeared
before me this,Jday of kk&~ APArand a o ledge a due exe lion of the application for
a stormwater permit. Witness my hand and official seal, on ps
�i,��auuurur���i
i JO.��
,PTAgy $
-_ 'i� �• �°U a t.1G� •: ti
SEAL
My commission expires 3-Z }- %z—
OCT 21 20t5
BY:_
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No�4'�6:5, /. '-7'
(to be provided by DWG)
AVA of wAr�,q
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form mast he filled out printed and submifted.
The Required !terns Checklist (Part 110 must be printed, filled out and submifted along with all of the required information.
Site Characteristics
Drainage area 554,083 l?
Impervious area, post -development 239,099 fe
%impervious 43.15 %
Design rainfall depth 1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1 -yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pod elevation
SHWT elevation (approx. at the perm. pool elevation)
Too of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation{batk- etperrr)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
20,307 fe
32,572 fe
fe
fe
—ft3
fe
ft3
N/A (Y or N)
N/A in
N/A (unitless)
N/A (unitless)
WA in/hr
N/A it/sec
WA fe/sec
N/A ft3/sec
20.90 fmsl
19.70 fmsl
N/A fmsl
19.70 fmsl
18.70 fins)
16.00 finsl
14.70 fmsl
1.30 ft
(Y or N)
20.9 fmsl
UPPLEMENT DO NOT APPLY.
OK, volume provided is equal to or in excess of volume required.
OCT 2 8 2015
Forth SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Surface Areas
Area, temporary pool
28,206 it?
Area REQUIRED, permanent pool
16,628 fl
SAIDA ratio
3.00 (unitless)
Area PROVIDED, permanent pool, Awm_p.,
25,362 fe OK
Area, bottom of loft vegetated shelf, Aid, ,hm
UNKNOWN t?
Area, sediment cleanout, top elevation (beggai s# pand), AW .d gilt, WKN9WW fe
Volumes
Volume, temporary pool
32,572 ft3 OK
Volume, permanent pool, Vpm,_pw
87,764 ft3
Volume, farebay (sum of forebays If more than one forebay)
17,139 ft3
Forebay %of permanent pod volume
19.5% % OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.00 (unkless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10.2b)
NIA (Y or N)
Volume, permanent pool, V,.,,.,
87,764 ft?
Area provided, permanent pool, A .Ln .,
25,362 e
Average depth calculated
It
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
WA (Y or N)
Area provided, permanent pool, A,,,,,,.,
25,362 ftz
Area, bottom of 1 Oft vegetated shelf, AwL,w
UNKNOWN ftz
Area, sediment cieanout, top elevation (helfem of pa id) AboL nd
UNKNOWN fe
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
2.70 ft
Average depth calculated
WA It
-Avemledepth used in SAIDA, d. (mound to down to nearest 0.5ft)
Rdft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (iF-non-circular)
Coefficient of discharge (CD)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (CW)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated tiller provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
2.50 in
�—in'
0.60 (unidess)
0.60 ft
N _(YorN)
(unitiess)
(unitiess)
ft
it
NIA fe/sec
NIA fe/sec
0.12 fe/sec:
2.90 days
Need 3 ft min.
OK
OK, draws down in 2-5 days.
nECEFYff
OCT 2120
N (Y or N) OK'';
N (Y or N)
Y (Y or N) OK
Portable Pump
3 :1
6 :1
6.0 ft
3 :1
3.0 Al
Y (Y or N)
2.9 ft
OK
OK
OK
OK
OK
OK
OK
Forth SW401-WetDatention BasirrRsv.g-41e/12
Parts I. & II. Design Summary, Page 2 of 2

Permit No. SGtf 8. A APR
Date: 'F 1 e 2-
Engineer Certification
I, l/A001 /NrMtl4{at9 a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically the construction of the
Project %3C- 0 CR61C !L , Camp Lejeune, North Carolina for the
Permittee hereby state that to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the approved plans and specifications.
Noted deviations form approved plans and specifications:
Signature: V - Aa-,
Registration No. /-C / V/ Z G .
Date: 5{//Y/e Jam'