SW8080931_CURRENT PERMIT_20200623

,..W-
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 oD�3t
DOC TYPE
© CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�i_OZC7 o(p 27�
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
August l 0', 2020
NORTH CAROLINA
Ereelronmentat Quality
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 080931
FOB at G5 Range Shipping Container Storage Area
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stonnwater Management Permit Renewal Application for
the subject project on June 231d, 2020. The Division is hereby notifying you that permit SW8 080931 has been renewed
on August 1 I lh, 2020, and shall be effective until January 12m, 2027. For your records, please find enclosed a
renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all
times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely
restates and clarifies some of the previous terms to provide you with a better understanding of your obligations under
the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on September 26th, 2011 and most
recently revised on February 271h, 2012, will remain in full force and effect in accordance with the regulations set forth
in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 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.NCOAE.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Kellie Norris in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
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/1cn: %StormwaterTermits & Projects120081080931 14D12020 08 permit 080931
cc: Wilmington Regional Office 5tormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington- North Carolina 28405
as
o.nmwM a cn"'o.""'a' awh 910.796,7215

State Stormwater Management Systems
Permit No. SW8 080931
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
FOB at G-5 Range Shipping Container Storage Area
Hwy 172 -1.3 miles south of Lyman Rd., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H A 000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy. Mineral and
Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until January 121h, 2027, and shall be subject
to the following specified conditions and limitations:
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 of this permit. The stormwater control has been designed to handle
the runoff from 115,040 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 of this permit,
and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system,
6. The built -upon areas associated with this project shall be located at least 30 feet landward of
all perennial and intermittent surface waters.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 080931
7
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres:
208,783
Onsite, ft2:
0
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
115,040
Buildings, ft2:
0
Sidewalk & Concrete, ft2:
0
Roads & Parking, ft2:
115,040
Offsite, ft2:
0
C. Design Storm, inches:
3.67 (pre -post 1 yr 24 hr)
d. Average Pond Design Depth, feet:
5.0
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
16.5
g. Permanent Pool Surface Area, ft2:
16,875
h. Permitted Storage Volume, ft3:
45,222
i. Temporary Storage Elevation, FMSL:
18.3
j. Controlling Orifice:
2.375 "O pipe
<. Receiving Stream/River Basin:
Browns Creek WOK01
I. Stream Index Number:
19-41-8
M. Classification of Water Body:
"SA, HQW'
n. Forebay volume, ft3:
17,041
o. Maximum Pump HP:
1/3
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level spreader, filter
strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The records will
indicate the date, activity, name of person performing the work and what actions were taken.
5. The permittee shall submit to the Division an annual summary report of the maintenance
inspection records for each BMP. The report shall summarize the inspection dates, results of
the inspections, and the maintenance work performed at each inspection.
6. Clear and unobstructed access to the stormwater facilities shall be maintained at all times.
7. 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.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 080931
B. 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.
9. 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.
10. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is horsepower.
11, The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet the
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
12. A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
13. 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.
Ill. GENERAL CONDITIONS
Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 080931
2. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants-
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
3. 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.
4. Any individual or entity found to be in noncompliance with the provisions of this stormwater
management permit or the requirements of the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
5. 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.
6. 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.
7. The permittee grants DEQ Staff permission to enter the property during normal business hours
for the purpose of inspecting all components of the permitted stormwater management facility.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do
not stay any permit conditions.
9. 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. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit 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.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated and reissued this the 11th day of August 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. Brian-Wrenla irectbr u
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 080931
Attachment A
FOB at G-5 Range Shipping Container Storage Area
Stormwater Permit No. SW8 080931
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 specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater_Management Systems
Permit No. SW8 080931
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/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Page 6 of 6

Attachment C - Permitting History
G-6 Range Pond
Permit No. SW8 080931
w
Permit Actilaii
F (Dascnf.f„ -
��:Qf LL1Y CLfali�,. 4rJ ,-
:Date
.,
Veisian
4
Original
10/9/2008
1.0
1 wet pond subject to Session Law 2006-246
Approval
I . Added 7,508 square feet of new built -upon area and
23,199 square feet of new drainage area for the
construction of an Entry Control Point.
2. Corrected the expiration date to October 9, 2018.
3. Corrected the receiving stream name to Browns
9/27/201 l
Modification
1.1
Creek WOKO1 19-41-8, Class SA (SR) waters.
4. The pond does not have to be enlarged to
accommodate the expansion therefore it is a minor
modification under the 2008 rules and is subject to the
NPDES Phase Il post -construction rules.
5. Added the new OAH required language for
adjudication procedures.
2/27/2012
Plan Revision
1.2
realignment to the entrance road to the FOB
Renewal
2.0
no changes
Page 1 of 1

I)FMI H I VP ( )NI V
Date ecei ed
I Fee Paid
I Permit Number
3 ,2090
tS o W 131 S �
K b90 1
tc f t/
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 080931
2. Project name: G-6 Range Pond
C7
Project street address: XXX
City: MCB Camp Leieune
ZIP : 28542
4. What, if any, changes have been made to the project as permitted?
County: Onslow
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: htt6s:Hdeg.nc.gov/about/divisions/energy_-
mineral -land -resources/energv- mineral -land -rules/stormwater-program/post -con struction.
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-
resourceslenergy-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 Lejeune 1005 Michael Rd.
City: MCB Camp Leieune _ _ State: NC
ZIP: 28547-2521
5. Street Address:
City: State:
6. Phone: [phone] [e-mail]
i�
JUN 2 31020
BY:
Stormwater Permit Renewal Form
Page 1 of 3
May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional onal Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and i will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
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. [1F APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.g_ov/online services/search/by title/_Business Registration
` JUN 2 3 2020
sY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

Q
PER ITTE 'S CERTIFICATION
I, , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership information provided on this permit renewal application is, to the best of my
knowledge, corl'e'al. nd co plete.
Signature: Date: � A ()
NOTARIZAVIDN:
v
(NW4OUR),
Seal)
C
0
PUBLkG
ignatu •�
W co C1 1_,&_Cem604 �] r�
My comm1 Sion expires
a Notary Public for the State of
do hereby certify
personally appeared before me
202B, and acknowledge the due
rV c m_ S ,
JUN 2 3 2020 €
BYL
Stormwater Permit Renewal Application Form Page 3 of 3
May 11, 2018

o
^ �
'

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Il - Post Cons ruction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters . ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. 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.):
FOB a't C-r-S' Ra+,aG 5-A ; o 90i '%r, 604-kr mac, S-�✓� 9e A-rcul
2. Location of Project (street address):
Near Hwy 172
City:Camp Lejeune
County:Onslow
Zip:28542
3. Directions to project (from nearest major intersection):
Hwy 24 to Ilwy 172 through back gate. Project site is apQroximately 2 miles on left next to Range G-5.
4. Latitude:34° 36' 56" N Longitude:77° 14' 20" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080931 , its issue date (if known)October 9, 2008 , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System - ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
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 ❑Sedimen tation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Ju[y2009
Page 1 of 6
SEP 2 2 2011
i

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the Project):
Applicant/ Organization:Commanding Officer, US MCB Camp Lejeune
Signing Official & Title:Carl Baker, Deputy Public Works Officer
b.Contact information for person listed in item I above:
Street Address:BldLy 1005 Michael Road
City:Camp Lejeune State:NC Zip:28542
Mailing Address (if applicable): Bldg 1005 Michael Road
City:Camp Lejeune State:NC Zip:28542
Phone: (910 ) 451-2213 Fax: (910 _451-2927
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:Same as above
Signing Official & Title:
b.Contact infonnation for person listed in item 2a above:
Street Address:
City:
State:
Zip:
Mailing Address (if applicable):
City:
State:
Zip:
Phone: l }
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:
State:
Zip:
Phone: { }
Fax: { }
Email:
4. Local jurisdiction for building permits:
Point of Contact:
Phone #:
r
form SWLI-101 Version 07Ju1y2009 Page 2 of 6
i SEP 2 2 2011

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The proposed site runoff will be treated by an existing, approvedBMP that was previously developed for this
area.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph I1 - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 4.79 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area- 4.79 acres
Total project area shall be calculated to exclude thefollowing: the norrrral pool of imppounded structures, tire area
between the banks of streams and rivers, the area below tire Normal High Water (NM line or Mean High Water
(MH W) litre, and coastal wetlands landward frouu the NHW (or MHM litre. The resultant project area is used to
calculate overall percent built upon area (BI..IA). Notr-coastal wetlands tandwarut of the NHW (or MHW) line rrray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 55.1
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area
Receiving Stream Name eri)W
14eerCreek
Stream Class, *
SA
Stream Index Number*
HQW 19-41t
Total Drainage Area (so
208,783 SF
R�
On -site Drainage Area (sf)
208, 783 SF
Off -site Drainage Area (sf)
0
Proposed Impervious Area" (so
115,040 SF
Impervious Area** total
55.1%
Impervious- Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/ Lots (so
0
On -site Streets (so
7,508 SF
On -site Parking -(so
0
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
0
Off -site (SO
0
Existing BUA*** s
107,532 SF
Total (sf):
115,040 SF
Stream Class and Index Number can be determined at, IrttpA2o.enr.state, tic, uslbir)is/reportslreportsWB.ht?III
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 071uly2009 Page 3 of 6

`Report only that amount of existing BI..IA that will remain after development. Do nol report any existing BUA that
is to be rentoved and which will be replaced by new BUA,
11. How was the off -site impervious area listed above determined? Provide documentation.
Prolects _inUnion County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent storm water requirements as per NCAC 02B .0600,
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BM P specified for this project. The latest versions of the forms can be downloaded
from http://h2o.enr.state,nc.us/su/bmp forms.htm.
VT. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bi-nR forms.htni. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at http://h2o.enr.state.nc.us/su/msi_maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from httl2://h2o.enr.state.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. MF-T
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Nj R
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated), and O&M t^p-C
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to mr-
http:J/www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management ford=-�
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the VrNP-y
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. ( Et r
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a.
Development/Project name.
b.
Engineer and firm.
c.
Location map with named streets and NCSR numbers.
d.
Legend.
e.
North arrow.
f.
Scale.
g.
Revision number and dates.
h.
Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
+ Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i.
Dimensioned property/project boundary with bearings & distances.
j.
Site Layout with all BUA identified and dimensioned. aj
k.
Existing contours, proposed contours, spot elevations, finished floor elevations. ►�
I.
Details of roads, drainage features, collection systems, and stormwater control measures.
Grn
m.
Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
--v 0
qualified person. Provide documentation of qualifications and identify the person who
t%D
made the determination on the plans.
t-Z
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).
0
y
p.
Vegetated buffers (where required).
Form SWU-101 Version 073uly2009 Page 4 of 6

Copy of any applicable soils report with the associated SHWT elevations (Please identify MIFT
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" 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 DWQ to verifij the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: N/A Page No: N/A
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 fisted in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://­­www.secretary.state.nc.us/Corporations/CSearch.aspx
VI1. 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
http://1z2o.enr.state.nc.us/sulbmp forms.htm#deed restrictions. 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 bolder(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 DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:. CCto 7—esrs„
Consulting Firm:
Mailing Address: M�G E �ouston S#r�+� Surcc 3�
City:_ _Scc� Rc�� vi > State: Zip: 70a05
Phone: f eR10 3Fax: ( r3kc ] r)LI-7 `e9080
c5orls
Email: iYlr�x. T'pc r•_. �JrshO :c�rr.
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or hjpe 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 1a) with (print or hjpe name of organization listed in
Contact Information, item 1 b) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system,
Form SWU-101 Version 07Iuly2009 Page 5 of 6
u_ C� VE,D
i
SEP 2.2 2011
SY:

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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ inuuediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater treatment
facility without a valid permit. l 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
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type nante of person listed in Contact Information, item 2) Carl Baker, Depuhl Public Works Officer
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 stormwa!oUules undeylpA PJCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature:
Date: �?—d - /J
I, _' 1 V I CQ .fVD rf 1 S a Notary Public for the State ofI l O� � Catcol 1'County of
D ns a v'J do hereby c rtify that Q0-11- personally appeared
before me this day o Q �D 11 • and ack wledge the due execution of the application for
r
a stormwater permit. Witness my hand and official seal,
SYLVIA N69915
NOTARY PUBLIC
ONSLOW COU;NTY,
NIYCOMm"SION EXPIRES a 5
Form SWU-10I Version 07July2009
SEAL
My commission expires Qa-,
61
7SEPEl
2 2 2011
Page 6 of 6
BY:---

Permit Number:ems V-T&) p� 3
(to be provided by DWQ)
Drainage Area Number: 1
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 BMP.
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 time 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:
Potential roblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter 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
0 f
174
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 1

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
onetime fertilizer ap2lication.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a2elication.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
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 ap2lication.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form S WU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 2

Permit Number: 4f�'1A.5�-() <6-0 1� 3
(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:Camp Lejeune Munitions Training Range Improvements - FOB/ECP Area _ T
BMP drainage area number- I
Print name:Carl Baker P.E.
Title:Devuty Public Works Officer
A
P
S
D
Note: The legally responsible parry should not be a homeowners association unless more than 500/6 of
the lots have been sold and a resident of the subdivision has been named the president.
X_' 71, uf�t , a Notary Public for the State of
County of 0/11d , do hereby certify that
personally appeared before me this
day of , r3yvz�F , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
NOlary Publlc
OObw Count►
state of Nortlh Corolft
Cwnm 010" Upu*$ 9w h. 20l0
SEAL
My commission expires C o�
Form SWU401-Level Spreader, filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

wi Cn:titulaatou �xDlttta pc! 5a' Sgit3
E1f"40 of wools Cctcliun
ow.' Qf* CAf1trM
v,o.,OA Optic
ONCE Mi do l'!Eu

Permit No.`S,vo L"5
(to be provided by DWO)
A'** A
HCDENR
O��rr W A TF9pG
y �
STORM WATER MANAGEMENT PERMIT APPLICATION FORM o Y
401 CERTIFICATION APPLICATiON FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name CAMP LEJEUNE, NC - D0030 NITA CBC FOB (Contract No. M67854-09-D-8000)
Contact person Wendall Morgan, Operations Manager
Phone number [phone]
Date 612912011
Drainage area number
II. DESIGN INFORMATION'
Site Characteristics
Drainage area
208,783 ft2
Impervious area, post -development
115,040 ftZ
% impervious
55,10 %
Design rainfall depth
3.7 in
Storage Volume: Non -SA Waters
Minimum volume required
ft�
Volume provided
ft3
• Storage Volume: SA Waters
1.5" runoff volume
1,304 ft3
Pre -development 1-yr, 24-hr runoff
3,191 ft3
Post -development 1-yr, 24-hr runoff
34,842 ft3
Minimum volume required
31,651 ft3
Volume provided 45,222 ft3
Peak Flow Calculations
Is the prelpost control of the 1 yr 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
PreiPost 1-yr, 24-hr peak Flow control
Elevations
Temporary pool elevation
Permanent pool elevation
't SHWT elevation (approx. at the perm, pool elevation)
Top of 1 Oft vegetated shelf elevation
9ottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
• Elevation of the lop of the additional volume
Form SW401-Wet Detention Basin-Rev.8-91171179
Y (Y or N)
3.7 in
0.20 (unitless)
0.77 (unitless)
0.15 inlhr
Insufficient. Check intensity calculation.
3.97 ft3/sec
0.11 0sec
-3.86 ff3lsec
18.30 fmsl
16.50 fmsl
15.00 imsl
17.00 fmsl
16.00 fmsl
Data not needed for calculation option #1, but OK it provided.
9.00. fmsl
8.00 fmsl
Data not needed for calculation option #1, but OK if provided.
1.00 ft
N (YorN)
fmsl
Sri
CEYED
V
S E P 1 4
2011
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Ill. DESIGN INFORMATION
Surface Areas
Area, temporary pool 33,108 ft2
Area REQUIRED, permanent pool 8,978 ft?
SAIDA ratio 4.30 (unitless)
Area PROVIDED, permanent pool, AP,-P-, 16,875 OK
Area, bottom of 10ft vegetated shelf, Apt ,hr t51
Area, sediment cleanout, top elevation (bottom of pond), Aw, p,d � ft2
Volumes
Volume, temporary pool
45Z2Z— ft'
Volume, permanent pool, Vp,--P
83,682 ft'
Volume, forebay (sum of forebays if more than one forebay)
17,041 ft'
Forebay % of permanent pool volume
20.4% %
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
4.30 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool, V,, pr
83,682 ft'
Area provided, permanent pool, Ate,, vw
16,875 ft
Average depth calculated
4.96 ft
OK
Average depth used in SAIDA, d. (Round to nearest 0.5h)
5.0 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pool, Ate,,,,
-3b 8�5-g2
Area, bottom of 10ft vegetated shelf, Ab u,-r
�7,041�t2
Area, sediment cleanout, top elevation (bottom of pond), Ay,_,,,
ft2
"Depth" (distance &w bottom of 10ft shelf and top of sediment)
-7GO41
Average depth calculated
ft
Average depth used in SAIDA, da,,, (Round to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circufar)
2.38 in
Area of orifice (if•non-circuiar)
ln2
Coefficient of discharge (Co)
(unitless)
Driving head (Ho)
ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak Flow
3.97 fOlsec
Post -development 1-yr, 24-hrpeak Flow
0.11 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.11 ft"Isec
Storage volume drawdown time
4.75 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
10 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of ftowpath to width ratio
3 :1
OK
Length to width ratio
3.0 ;1
OK
Trash rack for overflow & orifce?
Y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filler provided?
Y (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump
Form SW401-Wet Detention Basin-Rev.9-9117/09
Parts I. 8 fl. Oesign Summary, Page 2 of 2

* Permit No.�
(to be provided by D WQ)
11111: yR04 ..', .,CHE KWT-;'{,'1 . � A.,: -. z,?�:'..:
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 addttlonal Information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sh/egtt No.
0 C-Z-
ti1cXI—Sa'L
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate built -out,
- Off -site drainage (if applicabfe),
- Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROM,
Overflow device, and
- Boundaries of drainage easement
2. Partial plan (1" = 30' er larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
Filter strip.
G.Zi 3. Section view of the dry detention basin (1" = 20' or larger) showing;
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, dean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (OW) agreement.
9. A copy of the deed restrictions (if required).
10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests.
soil maps are not an acceptable source of soils information.
Form $Wd0+t-Wet Os%zas;ti_n 0-3efn-riev,d Part 111, RequlrE

.a�U�37
Permit Number• 6t�`6
(to be provided by DWQ)
i Drainage Area Number: 1
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. 'Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilizedafter the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimised to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the roblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form, SW-401 -We.: Detention Basin O&IM-Rev.3 Page 1 of 1

Permit Number: _a "p 0 Q W 3 J
(to be provided by DWQ)
Drainage Area Number: 3
BMP element:
Potentialproblem:
How l will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
She pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
revent future erosion problems.
Weeds are present
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Forni SW401-Wet Detention Basin GR,M-Rev.3 rage 2 of 2

Permit Number: '2_)P o O C ? _� I
(to be provided by DWQ)
Drainage Area Number: 1
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs re air.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Re air or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
Till in the blanks)
Permanent Pool Elevation 16.5
Sediment Removal E 9 44 Pe anen Pool
__--..__-__-_-_ - Volum Sediment Removal Elevation 9.0 Volume
Bottom Elevatio .0 R Min. --------------------------------------------- ------
Sediment Bottom Elevation U l-ft n
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW40 i-°Net Derention Basin O&M-RZ w.3
Page of 3

Permit Number: s � �� 0 UJ f
(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:Camp Leieune Munitions Training -Range Improver�ents - FOB/ECP Area
BMP drainage area number.1
Print name:Carl Baker P.E.-
Title-Deputy Public Works Offi np-r
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.
t' , a Notary Public for the State of
County of _ Q/✓/�'J , do hereby certify that
personally appeared before me this-�f
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
ALICE A BONNETTE
NOtgry Public
Onilow County
Baits Of NOrth Cafollno
ComfnlulOn Explrola Oct 23. 2010
SEAL
My commission expires c;,� d5�1 ,�lJ
Form S W401-W.n Detention Basin :•v.3 Page 4 of 4

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NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)l
I. PROJECT INFORMATION
Project name Camp Lejeune Munitions Training Range Improvements - FOBIECP Area
Contact name Wendell Morgan, Operations Manager
Phone number 910-327-9204
Date July 23, 2008
Drainage area number 1
II, DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP Stormwater Pond
Drawdown flow from the BMP 0.11 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
ft,
Do not complete this section of the worksheet.
Impervious surface area
ft2
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the worksheel.
Rational C coefficient
Do not complete this section of the worksheet
Peak flow from the 1 inlhr storm
cfs
Do not complete this section of the worksheet.
Time of concentration
min
Rainfall intensity, 10-yr storm
inlhr
Do not complete this section of the worksheel.
Peak flow from the 10-yr storm
cfs
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
Y (Y or N) Please complete filter strip characterization below.
To a filter strip or riparian buffer?
N (Y or N)
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50,00
ft
Width of dense ground cover
0.00
ft
Width of wooded vegetation
0.00
ft
Total width
50.00
ft
Elevation at downslope base of level lip
17.00
fmsl
Elevation at top of bank of the receiving water
16,50
fmsl
Slope (from level lip to to top of bank)
1.00
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area sq ft No forebay is needed.
Feet of level lip needed per cfs 13 fil
Answer "Y" to one of the following:
Length based on the 1 inlhr storm? N (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? Y (Y or N)
Design flow 0.11 cfs
Is a bypass device provided? N (Y or N) A bypass device must be provided.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer -Revs Parts t. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below).
M
B
w
Y
Peak velocity in the channel during the 10-yr storm
Channel lining material
M
130.00 ft
#VALUE!
N (Y or N)
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do rot complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
cfs Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
------------
M
Form SW401-level Spreader, Filter Strip, Restored Riparian Buffer-Rev,5 Parts I. and It. Design Summary, page 2 of 2

Please indicate the page or plan sheet numbers where the supporting documentation can he 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. R a
requirement has not been met, attach justification.
Paget Plan
Initlats Sheet No.
1. Plans (1" - 6U or larger) of the entire site showing:
Design at ultimate build -out,
Of( 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 (ROM, and
- Boundaries of drainage easement
4 r,-Z,-' 2. Plan details (1' = W 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
-i'd C ;
� GS
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope chann6, and
- Downslope filter fabric.
4. A date -stamped photograph of the filter strip that dearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader 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 (OW) agreement.
8. A copy of the deed restrictions (ii required).
Form S'A'40I-Level Spreader, Filter Stria , Restored Riparian Buffer-Rev.5