SW8120102_CURRENT PERMIT_20200702

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 120 1 oz
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�107,0 07 02
YYYYM M D D

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
July 2°d, 2020
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 120102
Courthouse Bay BEQ at Munro Road
Onslow County
Dear Mr. Paul:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this permit
will now reference DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
Courthouse Bay BEQ at Munro Road on June 2" , 2020. The Division is hereby notifying you that permit SW8 120102
has been renewed on July 2nd, 2020, and shall be effective until January 30", 2028. 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 January 30t", 2012, will remain
in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000 effective September 1,
1995.
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 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, need additional copies of the permit or approved plans, please contact Kellie Norris in the
Wilmington Regional Office, at [phone] or kellie. [e-mail],
Sincerely,
l
1 C � kerr
.� Brian Wrenn,
Division of Energy, Mineral and Land Resources
0-41 ®�
Q
1- North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
_ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
° a � . 910.796.7215

State Stormwater Permit No, SW8 120102
Page 2 of 2
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/kn: \\\StormwaterTermits & Projects120121120102 HD12020 07 permit 120102
cc: Wilmington Regional Office Stormwater Pile

State Stormwater Management Systems
Permit No. SW8 120102
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT SA WATERS
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
US MCB Camp Lejeune
Courthouse Bay BEQ at Munro Road
Command Drive and Monro Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond discharging to a level
spreader/ vegetated filter strip draining to Class SA waters in compliance with the provisions
of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively 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 (the "Division" or "DEMLR") and considered an enforceable part of this
permit.
This permit shall be effective from the date of issuance until January 30th, 2028, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 on of this permit. The stormwater control has been
designed to handle the runoff from 234,164 sf of impervious area.
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. The volume in excess of the design storm from the wet pond must flow overland
through a level spreader and 50-foot vegetated filter strip designed to pass the peak
flow from the 10 year storm in a diffuse, non -erosive manner.
5. The drainage area(s) will be limited to the amount(s) of built -upon area indicated in
Sections 1.2 and 1.8 of this permit, and per approved plans. The built -upon area for the
future development is limited to 1,000 square feet.
Page 1 of 5

State Stormwater Management Systems
Permit No, SW8 120102
6. 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 required easements.
7. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater
control system.
8. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres:
10.14
Onsite, ft2:
441,826
Offsite, ft2:
none
b. Total Impervious Surfaces, ft2:
234,164
Onsite, ft2:
234,164
Offsite, ft2:
none
C. Design Storm, inches:
3.8
d. Average Pond Design Depth, feet:
4.0
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
25.0
g. Permanent Pool Surface Area, ft2:
25,515
h. Permitted Storage Volume, ft3.
68,782
i. Temporary Storage Elevation, FMSL:
27.3
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.2
k. Controlling Orifice:
2.7"0 pipe
I. Orifice flowrate, cfs:
0.17
M. Permitted Forebay Volume, ft3:
19,107
n. Fountain Horsepower:
113 HP
o. Receiving Stream/River Basin:
Courthouse Bay 1 White Oak
P. Stream Index Number:
19-36
q. Classification of Water Body:
"SA, HQW'
9. The design storm volume discharged from the
wet pond must be directed to a level
spreader I vegetated filter strip designed to effectively infiltrate the design storm and to
pass the peak flow from the 10-year storm in a
diffuse, non -erosive manner. The
following design criteria have been provided in
the secondary BMP and must be
maintained at design condition:
a. Peak Discharge:
Design Storm, cfs:
0.17
10-yr Storm, cfs:
3.40
b. Length of Level Spreader, ft:
40
C. Width of Vegetated Filter Strip, ft:
100
d. Slope of Vegetated Filter Strip:
1.0%
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 120102
3. 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.
4. 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'/3 horsepower.
5. The permittee shall at all times 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.
6. Records of maintenance activities must be kept and made available upon request to
authorized personnel of Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
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.
8. 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.
9. No person or entity, including the permittee, shall alter any component shown in the
approved plans and specifications. Prior to the construction of any modification to the
approved plans, the permittee shall submit to the Director, and shall have received
approval for modified plans, specifications, and calculations including, but not limited
to, those listed below. For changes to the project or SCM that impact the
certifications, a new or updated certification(s), as applicable, will be required and a
copy must be submitted to the appropriate DEQ regional office upon completion of the
modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included
in the approved plans and specifications.
g. Other modifications as determined by the Director.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 120102
10. Clear access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriately recorded easements.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. 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. This 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;
2. 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;
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 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.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 120102
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, specifications, application forms, and design calculations for this
project are incorporated by reference and are enforceable parts of the permit.
11. A permit renewal request must be submitted at feast 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 2nd day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Directo
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Courthouse Bay BEQ at Munro Road
SW8 120102
Approval
Date
permit Action
B1MS
Version
Description of the Changes
1/30/2012
Original
Approval
1.0
1 pond subject to Session Law 2008-211
7/2/2020
Renewal
2.0
no changes
Page 1 of 1

I)FMI R 1151 ()NI Y
Date Received
Fee Paid
Permit Number
o
�Lkxllaaloa 505
St��� ad Oa
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 120102
2. Project name: Courthouse Bay BEQ at Munro Rd
3. Project street address: XXX
City: MCB Camp Leieune _ _ _ _ _ County: Onslow
ZIP : 28542
4. What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.Qov/aboui/divisions/energy_
mineral-land-resources/ener -mineral-land-ruies/stormwater- ro ram/ ost-construction.'
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-pro,. r�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 Leieune 1005 Michael Rd.
City: MCB Camp Leieune _ _ _ _State: NC
ZIP : 28547-2521
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email: neal.paulQusmc.mil
Stormwater Permit Renewal Form Page 1 of 3
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May 11, 2018

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C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQ W/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:
A__, . A permit application processing fee of $505.00 payable to NCDEQ.
One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;'
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or i
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
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. It
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.
/-_�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.
/a —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.gov/online services/search/by-title/ Business Registration
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JUN 0 2 2020 '
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

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D. PERMITTEE'S C RTIFIC�TION LL'_
k, /1 1 f the person legally responsible for the permit, certify that I have
a copy of the Permit and 0&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. k 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. All information provided on this permit renewal application is,'to the best of my
knowledge, cor ect and comple .
SignatuDate: 7�
NOTA ZATION-
lR a Notary Public for the State of
—County of do hereby certify
that t�cl���1 personally appeared before me
this the day of 20�and acknowledge the due
,.'0��Btio�q orgoing instrument. Witness my hand and official seal,
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Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, H<G , the person legally responsible for the permit, certify that I have
a copy of the Permit and OA 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 owner hip. information provided on this permit renewal application is, to the best of my
knowledge, correct c ete.
Signature: Date: A17, 0
NOT A VON:I, a Notary Public for the State of
County of do hereby certify
that KI personally appeared before me
this the qay of 20�7 and acknowledge the due
IHI p
executi i instrument. Witness my hand and official seal,
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Not gnatur p
My com S�,&iiu4vM s-i%��J��_�CC.L
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JUN 01 2020
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

DWQ USE�ONLY.
Date Received
Fee Paid
Permit Number
/20
Applicable Rules:
❑ Coastal SW —1995 ❑ Coastal SW — 2008
❑ Ph II - Post Construction
(select all that apply)
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far 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.):
Courthouse Bay BEO at Munro Road
2. Location of Project (street address):
Command Drive
City:Camp Lejeune County:Qnlsow Zip:28547-2539
3. Directions to project (from nearest major intersection):
Intersection of US 17 and NC172. Take NC 172 East approximatley 11.2 miles. Turn Right, onto Munro Road
site is located 0.1 miles down Munro on the Right.
4. Latitude:34° 35' 07" N Longitude:77° 21' 31" 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 number , its issue date (if known) , and the status of
construction: []Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from 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 ®Sedimentation/Erosion Control: 13 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
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 07.1uly2009 Page l of 6
RECEIVED
JAN 1 9 2012
BY:

W. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:MARINE CORPS BASE, CAMP LEIEUNE
Signing Official & Title:Carl Baker De u Public Works Officer
b.Contact information for person listed in item 1a above:
Street Address:BLDG 1005 MICHAEL ROAD
City:MCB CAMP LEIEUNE_ State:NC Zip:28547
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 451-2213
Emait:carl.h.bakerOusme.mil
Fax: (910_ _ _ ) 451-2927
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:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone:
Email:
Fax:
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: MCAS Camp Lejeune
Point of Contact:_y Phone #: ( )
7BY.-
IVED
9 2012
Form SWU-101 Version 07July2009 Page 2 of 6

1V. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be captured in inlets and swales and directed to a wet basin designed for 90%TSS removal
The pond has been designed to manage the lvr storm event and store the volume difference from the the lyr
pre / post storm event.
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 PUDApproval 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 II — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 10.14 acres 5. Total Coastal Wetlands Area: 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`:
10.14 acres
Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 53 %
9. How many drainage areas does the project have?l (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.Iriforination '` '. b s , x ; .
Drama a Aiea, ,'
f{ Drairia 'e';`Area;'t
,Drama e.:4°rea
'Drama e;Ar'ea',iRti
Receiving Stream Name
Courthouse Bay
Stream Class *
SA;HQW
Stream Index Number *
19-36
Total Drainage Area (sf)
441,826sf(10.14a)
On -site Drainage Area (sf)
441,826sf(10.14a)
Off -site Drainage Area (so
Proposed Impervious Area** (sf)
234,164 sf (5.38a)
% Impervious Area** (total)
53.0
Im `envious'Surface Area' �.`. `^
"'Dr`aina'`e Area :'
.' Drama 'e``Area:.
`.Drains e.Area.y.
Drairia e Area'
On -site Buildings/Lots (sf)
128,595sf (2.95 a)
On -site Streets (sf)
On -site Parking (so
23,108 sf (0.53a)
On -site Sidewalks (so
24,979 sf (0.57a)
Other on -site (sf)
56,482 sf (1.30a)
Future (so
1,000 sf (0.02a)
Off -site (sf)
Existing BUA*** (sf)
Total (so:
234,164 sf (5.38a)
* Stream Class and Index Number can be determined at: htt : 2o.enr.state.nc.us ims re arts r ortsWB.html
** Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. w. T
*** Report only that amount of existing BUA that will remain after development. Do not report any existingLIAt.ttiatfis��
to be removed and which will be replaced by new BUA. JAN 1 9 2Q12
Form SWU-101 Version 07July2009 Page 3 of 6
RV

'11. How was the off -site impervious area listed above determined? Provide documentation.
Proieets in Union 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 stormwater 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 BMP specified for this project. The latest versions of the forms can be downloaded
from http://h2o.enr.state.nc.us/suLbmp_forms.htm.
VI. 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 httur/ /h2o.enr.state.nc.us/su/b_mp forms.htm. 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 hU://h2o.eenr.state.nc.us/su/bmi2 forms.htm.
Initials
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 V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M�
agreement(s) for each BMP.
4. Permit application processing fe��5ayable to NCDENR. (For an Express review, refer to+�.
htW://www.envhel_p.orgZpages/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. Ad eta i led narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the ll/.
receiving stream drains to class SA waters within Y2 mile of the site boundary, include the 14
mile radius on the map.
7. Sealed, signed and dated calculations.
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.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. 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).
p. Vegetated buffers (where required).
a, ?,
u1te,
RECEIVEI;
JAN 1 9 2012
BY:
Form 5WU-101 Version 07July2009 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
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 verify the SHWT prior
to submittal, [phone].) T
A copy of the most current property deed. Deed book: Page No:
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 NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htW://www.secretary.state.nc.us/Cori2orations/"CSearch.aspx
V11. 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
httr)://h2o.enr.state.nc.us/su/bmr) 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 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 DWQ, and that they will be recorded prior to the sale of any lot.
VII1. 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:Howard Resnik, PE
Consulting Firm: Coastal Site Design, PC
Mailing Address:Po BOX 4041
C i ty: Wi l mington Sta te:NC Zip:28406
Phone: (910 ) 791-4441
Email:[e-mail]
Fax: (910 ) 791-1501
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item IN 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.
� RECEIVED
JAN 1 9 2012
BY
Form SWU-101 Version 07July2009 Page 5 of 6

W 'o*ihe 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 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: Da
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,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type narne of person listed in Contact Information, itenn 2) C,,- 1 H, Ua6r
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 stormw e rules under 15A AC 2 .1000, SL 2006-246 (Ph. II - Post Construcction) or SL 2008-211.
Signature: /V . Date: !�1,
I, r / ��// a Notary Public for the State of /`'t' j����- County of
do hereby certify that (?V / personally appeared
before me this ol"'�day of C7!:�rku•y ':y , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,f
ALICE A. SONNETTE
Notary Public
Onstow County
State of North Carolina
AA CommissIon Ex Irea r a� f
SEAL
My commission expires
Form SWU-101 Version 07July2009 Page 6 of 6
RECEIVED
JAN 1 9 2012
13Y:

Permit No.
tto W provided by DWQ)
o r
NCDENR Q
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with aft of the required information.
I., PROJECT INFORMATION
Project name BEG AT, INTERSECTION OF. MUNRO AND COMMAND (P-1251 & P•1254)
Contact person KOWARD RESNIK; PE '
Phone number 910-791.4441
Date .111012012 t
Drainage area number 'A .
IL DESIGN: INFORMATION'. ,.� ° .. ...771
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development l-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 intensly 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 pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom 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 top of the additional volume
441,826 ft
234,164 if
53.00 %
1.5' in
0. ft3
0 ft3
29,2637fe
7,049' ft3
74,717:ft3
67,668 ft3
• 68,782 ft3
Insufficient required volume.
Do NOT fill out BOTH Nan -SR and SR data.
OK, volume provided is equal to or in excess of volume required.
Do NOT fill out BOTH Non -SA and SA data.
�y' (YorN)
3.8 in
0.20 (unitless)
0.60:(unitless)
0.16.in/hr OK
0.20 ft'1seC
7.30 felsec
7.10 ft3lsec
27.30 fmsl
25.00 fmsl
'24,30 fmsl
25.50 fmsl
24.50 fmsl
20.00' fmsl
19.00 fmsl
1.00 ft
N (Y or N)
27.3 fmsl OK
R-ECEIVED
JAN 1 9 2012
(BY:
Form SW401-Wet Detention Basin-Rev.8-9117M Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION" n'
Surface Areas
Area, temporary pool 32,549't?
Area REQUIRED, permanent pool 20,324 fe
SAIDA ratio 4.60:(unitless)
Area PROVIDED, permanent pool, A,,m_P,, 25,515,fe OK
Area, bottom of 10ft vegetated shelf, Aw i n 22.370,
Area, sediment cleanout, top elevation (bottom of pond), k,� d 14,M7 ft'
Volumes
Volume, temporary pool
6B,7B2,ft3
OK
Volume, permanent pool, V�,�
94,909 je
Volume, forebay (sum of forebays if more than one forebay)
' 19,107' ft3
Forebay % of permanent pool volume
20.1% %
OK
SAIDA Table Data
Design TSS removal
90'%
Coastal SAIDA Table Used?
:.Y ".: ` . (Y or N)
MountainlPiedmont SAW Table Used?
: i(Y or N)
SAIDA ratio
4.60 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N' (Y or N)
Volume, permanent pool, Vp,n -,,d
94,909 tt3
Area provided, permanent pool, A,._,w
25,515 ie
Average depth calculated
s ft
Need 3 it min.
Average depth used in SAIDA, d,.,, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10.2b)
Y .(Y or N)
Area provided, permanent pool, Ap„._pw
25,515 ft'
Area, bottom of 1 Oft vegetated shelf, A*_a,,,i
22,370 fe
Area, sediment cleanout, top elevation (bottom of pond), Abm_x,d
14,673 fe
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
4.50 it
Average depth calculated
4.20ift
OK
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
4.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
(Y or N)
Diameter of orifice (if circular)
.2.70.in
Area of orifice (if -non -circular)
" `in2
Coefficient of discharge (CD)
0.60:(unitless)
Driving head (H j
0.77:ft
Drawdown through weir?
N'(Y or N)
Weir type
(unifless)
Coefficient of discharge (C„)
;(unittess)
Length of weir (L).;ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.20:ft31sec
Post -development i-yr, 24-hr peak flow
7.30 ft3/sec
Storage volume discharge rate (through discharge orifice or weir)
t).17:ft'lsec
Storage volume drawdown time
4.74`,days
OK, draws down in 2 5 days.
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 filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin•Rev.8.9l17109
3,:1
OK
10:1
OK
10.0 tt
OK
773::1
OK
3.0:1
OK
Y . (Y or N)
OK
:1.2-h
OK
Y . (Y or N)
OK
N •(Y or N)
Insufficient. Recorded drainage easement required.
Y . •(Y or N)
OK
PORTABLE PUMP
Parts I. & II. Design Summary, Page 2 o12
JAN 1 9 2012

ME
Permit
(to be provided by DWQ)
III. REQUIRED'ITEMS,CHECKLIST�4 :
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result In a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may.initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
dao
— 30
1. Plans (1' - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
- Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
3. Section view of the wet detention basin (1' = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. It the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
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 (O&M) agreement.
4d 9. A copy of the deed restrictions (if required).
E^JcseJ
cr ks 14. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests, County
soil maps are not an acceptable source of soils information.
RECEIVED
JAN 1 9 2012
Form SW401-Wet Detention Basin-Rev.8-9/17M Part III. Required Items Checklist, Page 1 of 1
BY:

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 BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet,
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40l-Wet Detention Basin O&M-Rev.4
R ,CEIVED
JAN 1 9 2012 Page 1 of 4
BY:

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How i will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the.
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than 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.
JAN 1 9 2012
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
BY:

Permit Number
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 25
Sediment Removal El. 20--------- Pe manen Pool
---- -- Volume Sediment Removal Elevation 20 jl�u�mje
Bottom Elevatio 19 ft Min. ------------------------------------------- Sediment Bottom Elevation 19
Storage Sediment
Storage
FOREBAY MAIN POND
RECEIVED
.BAN 1 9 2012
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
BY

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:BEQ located at intersection of Munro Road and Command Drive.
(Courthouse Bay P 1251) ,
B1LfP drainage area number:
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:BLDG 1005 MICHAEL ROAD MCB CAMP LEJEUNE NC 28547
Phone:
Signati
Date: — c2o ( L.
Note: The legally responsible parry should not be a homeowners association unless more than 50% of
. the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
/��• /r 4'A , County of t�iZ/'J , do hereby certify that
personally appeared before me this
day of and acknowledgc the due execution of the
forgoing wet detention basin maintenance require ents. Witness my hand and official
seal, a
ALICE A. BONNETTE
Notary PUbIIC
Onelow County
State of North Carolina
Commiss on Ex lrea-?_�: r/s5
SEAL
My commission expires U-1�
RE eFuVED
JAN 1 9 2012
BY:
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
Ir PROJECT'INFORMATION*
Project name 3 BEG CORNER OF MUNRO AND COMMAND (P1251 & P.1254). ,
Contact name HOWARD RESNIK,' PE i
Phone number 910.791.4441 t
Date January 10, 2012 , s
Drainage area number 'A
II: DESIGN, INFORMATION
The purpose of the LS-VFS SW Rule:, !0-year drawdown.from Wet Pond,
Stormwater enters LS-VFS from A BMP,,,
Type of VFS Engineered. filter strip (graded & sodded, slope < 8%)
Explanation of any 'Other' responses above r
, , 5
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed 10 the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
fe
Do not complete this section of the form.
f>z
Do not complete this section of the form.
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the form.
min
Do not complete this section of the form.
inlhr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
cfs
Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
Wet detention pond
0.199 .. ..
cis
3.395,,..,
cfs
10
cfs
` 3.395,:.,
cfs
0
• sq 1t No forebay is required.
0 ,;
in
in
10
tvcfs
34
ft
40: '<
ft
7BY
ECEIVED
AN 1 9 202
Form SW401 - LS-VFS - 27JuI2011 - pev,9 page 1 of 3

Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (it applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
100 n.
It
24.00' ,
fmsl
nod'. `... ,
fmsl
1.00
%
N.._;'.
,.(YorN) OK
Y
(Y or N)
. (Y or N)
(YorN)
(du�uitr tti� 1 U y i stur�uj
----------1 t
+ Ti +
Ill.`. REQUIRED ITEMS CHECKLIST' 'a�. '
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below, It a requirement has not been met,
attach justification.
Requried item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (it applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
Form SW401 - LS-VFS-27Ju12011 - Rev.9
JAN 1 9 201Z page 2of3
BY:

2. Plan details (V = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1' = 20' or larger) showing:
• Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
B. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7, The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
LJAN 1 9 2012
BY:
Form SW401 - LS-VFS - Mu12011 - Rev.9 page 3 of 3

Permit Number: .5x) ✓ --
(to be provided by DWQ).
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
Iog in a known set Iocation. 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 lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation' and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
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
damaged.
replace if damage is too large for
repair.
RECEIVED
JAN 1 s 2012
BY:
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 4

BMP element:
The swale and the level
lip
The bypass channel
The filter strip
The receiving water
Potential problem:
The swale is clogged with
sediment.
The level Iip is cracked,
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader that
shows stormwater has
bypassed it.
Trees or shrubs have begun
to grow on the swale or just
_downslope of the level lip.^
Areas of bare soil and/or
erosive gullies have formed.
Turf reinforcement is
damaged or ripap is rolling
downhill.
Grass is too short or too long
if applicable).
Areas of bare soil and/or
erosive gullies have formed.
Sediment is building up on
the filter strip.
Plants are desiccated
Plants are dead, diseased or
dying.
Nuisance vegetation is
choking out desirable species.
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Remove the sediment and dispose
of it off -site.
Repair or replace lip.
Regrade the soil to create a berm
that is higher than the level lip, and
then plant a ground cover and
water until it is established. Provide
lime and a one-time fertilizer
appacanon.
Remove them.
Regrade the soil if necessary to
remove the gully, and then
reestablish proper erosion control.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestablish
the erosion control material.
Maintain grass at a height of
approximatel three to six inches.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Remove the sediment acid
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Provide additional irrigation and
Fertilizer as needed.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Remove vegetation by hand if
possible. if pesticide is used, do not
allow it to get into the receiving
water.
Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1786.
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
RECEIVED
JAN 1 9 2012
BY:
Page 2 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:BEQ located at intersection of Munro Road and Command Drive.
(Courthouse Bay P 1251)
B11P drainage area number:
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:BLDG 1005 MICHAEL ROAD MCB CAMP LEJELJNE NC 28547
Phone:
Signati
Date: — $� alb 12
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of l �i✓ , do hereby certify that
personally appeared before me this y�
day of ';:L2 , and acknowledge the due execution of the
forgoing filter strip, riparian buffer; and/or level spreader maintenance requirements.
Witness my hand and official seal,
ALICE A. BONNETTE
Notary Publlc
Onslow County
State of North Carolina
M Commission Ex Tres •ZT,41
SEAL
My commission expires
RECEIVED
JAN 1 9 2012
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
1
JAN 1 9 2O12
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 4 of 4

f Courthouse Bay BEQ at Munro Road
Stormwater Permit No. SW8 120102
Onslow County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 120102
II
l
l Howard Resnik , as a duly registered prof essi gineer in the
State of North Carolina, having been authorized to observe eriodicall weekly/ full
time) the construction of the project,
Courthouse Bay BEQ at Munro Road
(Project)
for MCB Camp Lej eune (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:
As -built permanent pool surface area is 417 CF less than the design/
permitted value, but well within the minimum required. This deviation
is also within 10% deviation from the permitted value.
1?0-SEAL
�Ess�o . y
Signature SEAL p
del-
0254$3
Registration Number NC PE 025483
4 1
� O•�'vGINE�;.•�a �
Date_ 5/7/2014
ECEIVE
MAY 0 0 2014
BY:
Page 7 of 8

a

9
State Stormwater Management Systems
Permit No. SW8 120102
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.
fir►( 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.
The outlet structure is located per the approved plans.
7.
Trash rack is provided on the outlet structure.
�R. 8.
All slopes above permanent pool are grassed with permanent vegetation.
'� �• 9.
Vegetated slopes above permanent pool are no steeper than 3:1.
r+� 10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
f K 11.
The permitted amounts of surface area and/or volume have been
provided.
rt, 12.
Required drawdown devices are correctly sized and located per the
approved plans.
Age . 13.
All required design depths are provided.
14.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, a vegetated filter, level spreader and a secondary BMP.
�X 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: NCDENR-DWQ Regional Office
Page 8 of 8

Central Files: APS _ SWP .
7/2/2020
Permit Number SW8120102
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
kellie.norris
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Courthouse Bay BEQ at Munro Road
Location Address
Command Dr
Camp Lejeune NC 28547
Owner
Owner Name
Commanding Officer Marine Corps Base Camp Lejeune
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
Renewal with major mod
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Government - Federal
Owner Affiliation
Robert A. Lowder
12 Post Ln
Camp Lejeune NC 2854725,
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
V3012012 8/2/2020 7/2/2020 7/2/2020 1 /30/2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Out#all
Waterbody Name
Streamindex Number Current Class Subbasin