SW8120302_CURRENT PERMIT_20200630

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1jv3o2
DOC TYPE
© CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
June 30, 2020
MCB Camp Le] eune
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 120302
French Creek Exchange
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 subject property on June 2°a, 2020. The Division is hereby notifying you that permit SW8
120302 has been renewed on June 30, 2020, and shall be effective until April 12, 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 some of the previous terns 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 April 12, 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 (OA-H).
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 [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
EQNorth�� Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
D�
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
�rt•ragdwa
910.796.7215

State Stormwater Permit No. SW8 120302
Page 2 of 2
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/kn: I11Stormwater\Permits & Projects120121120302 HD12020 06 permit 120302
cc: Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 120302
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US Marine Corps Base Camp Lejeune
French Creek Exchange
intersection of Gonzalez Blvd and River Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond(s) and an area of
redevelopment 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 April 12, 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. A drainage area of 91,742 square feet that contains 62,631 square feet of impervious
area has been found to meet the redevelopment exclusion criteria under the following
conditions: 1) The project must be constructed as shown on the plans submitted to
this Office; 2) The proposed redevelopment built -upon area of 62,631 square feet does
not exceed the existing built -upon area of 1.5 acres (approx 65,340 square feet); and,
3) The proposed stormwater control, sheet flow and a stormwater collection as well as
a wet detention pond designed to treat the additional built upon area, provides equal
protection of surface waters as the existing stormwater control of sheet flow and a
stormwater collection system.
3. This stormwater system for the additional development on this site has been approved
for the management of stormwater runoff as described in Section 1.9 of this permit.
The stormwater control has been designed to handle the runoff from 38,244 square
feet of additional impervious area.
4. 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.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 120302
5. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
6. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. This permit does not provide any allocation of built -upon area for
the future development.
7. 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.
8. 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.
9. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres: 1.35
Onsite, ft2: 58,795
Offsite, ft2: none
b. Total Impervious Surfaces, ft2: 38,244
Onsite, ft2: 38,244
Offsite, ft2: none
C. Design Storm, inches: 1.5
d. Average Pond Design Depth, feet: 3.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 20.0
g. Permanent Pool Surface Area, ft2: 6,128
h. Permitted Storage Volume, ft3: 5,009
i. Temporary Storage'Elevation, FMSL: 20.7
J. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 13.49
k. Controlling Orifice: 1.0" 0 pipe
I. Orifice flowrate, cfs: 0.01
M. Permitted Forebay Volume, ft3: 2.805
n. Fountain Horsepower n/a
o. Receiving Stream/River Basin: Cogdels Creek I White Oak
P. Stream Index Number: 19-23
q. Classification of Water Body: "Sc, NSW"
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.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at the design condition. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. 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.
5. Decorative spray fountains will not be allowed in the stormwater treatment system, as
the permanent pool volume is less than 30,000 cubic feet.
a.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 120302
6. 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.
7. 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.
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. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
10. 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.
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 minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
12. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
Page 3 of 5

State Stormwater Management Systems
Permit No, SW8 120302
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) tote Division wit in 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;
2. 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.
3. 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.
4. 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.
5. 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.
6. 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.
7. 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.
8. 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.
9. 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.
10. 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)
accompante y the re uired ee 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. The assignment or conveyance of declarant rights to another individual or
entity;
c. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-
05 or NCGS 57D-6-07 and 08,
d. Bankruptcy;
e. Foreclosure, subject to the requirements of Session Law 2013-121,
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 120302
11. 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 30th day of June 2020.
NORTH CAROL A E VIRONMENTAL MANAGEMENT COMMISSION
�..,Brian renn, c or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
French Creek Exchange
Permit No. SW8120302
Approval
Date
permit Action
BIMS
Version
Description of the Changes
4/12/2012
Original
Approval
1.0
6/30/2020
Renewal
2.0
no changes
Page 1 of 1

DEMLH USE ONLY
Date Received
Fee Paid
Permit Number
aotn^
L4sWa10u3og A
8 a030
T
(ff (= 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 2011-388 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 120302
2. Project name: French Creek Exchange
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? NIA
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:Hdeg.nc.gov/about/divisions/energy-
mineral- land -resources!energy- mine ral-1and -rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: httos:Hdeq.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] Email:[e-mail]
ZIP :
JUN 02 2020
BY.—
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. "SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
I�f7l.
'tem below to indicate that the required information is provided in the application package:
A permit application processing fee of $505.00 payable to NCDEQ.
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. Sale proprietor; or
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. 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.
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
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.
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. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2W. 1043(3)(b).
https://www.sognc_gov/onli_ne_services/search/by_title/_Business Registration
3.
1U N 022020
L;:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D.' PERMIITTEE'S CERTIICATION
I, �1 /O LAA4, SL_ - , 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. All information provided on this permit renewal application is, to the best of my
knowledge, correct and compl e.
Signature: Date: '1 z,? 7ti
NOTARIZATION
I, 1 n " a Notary Public for the State of
L.'IJ' G- County of �� �� do hereby certify
that personally appeared before me
this,gA.4= day of 2�, and acknowledge the due
S,,qq��.,,'''f•,
rgoing instrument. Witness my hand and official seal,
-
_ PUBLIC C�
0
My commission expires m
E��
JUN 0 2 2020
BY•
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit Number SW8120302
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
kellie.norris
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Central Files: APS _ SWP _
6/30/2020
Permit Tracking Slip
Status
Project Type
Active
Renewai with major mod
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
French Creek Exchange Minor Wilmington
Location Address County
Int Gonzalez Blvd And River Rd Onslow
Facility Contact Affiliation
Camp Lejeune NC 28547
Owner
Owner Name Owner Type
Commanding Officer Marine Corps Base Camp Lejeune Government - Federal
Owner Affiliation
Robert A. Lowder
12 Post Ln
Dates/Events Camp Lejeune NC 2854725,
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/12/2012 6/2/2020 6/30/2020 6/30/2020 4/12/2028
Regulated Activities Requested /Received Events
State Stormwater - Exclusion
State Stormwater - HD - Detention Pond
State Stormwater - Redevelopment
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

State Stormwater Management Systems
Permit No. SW8 120302
French Creek Exchange
Stormwater Permit No. SW8 120302
Onslow_County
Designer's Certification
I, �JIuaou, Z. 592m&A_ , as a duly registered T :rRoFF46leHAt- Ei,. it5fR-- in the State
of North Carolina, having been authorized to observe eno Ica vim/ ) the
construction of the project, • . .
(Project)
for _ ,J� IG uaE (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:
. pu'Tl T sr^�uC"17�RG LoNSTI -T�i� Wlii'ti GY �� Sl�i aN 3 stnES of
�cu�cTc�t� I►►S�EP� or -SW4kLe- SLot &►4aW� ar+Arrfoveo pLAmS. A%&j-yS!S. of
�„y v.CS�O �'RJ�T STRx.rC'1`�V6� INn�c+�s"�5 4- f`kL Oi'YG M - CsL1 1s
Signature
Registration Number. v3so Z.')
Date -III C t3
SEAL
H }CA,?o�i,�
SSS/O �2p
:•C� SEAL y9 _
_ r
035027
ECEIVE
JUL 15 2013
7F:
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 120302
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 gradod such that the runoff
drains to the system.
✓4. All roof drains are located such that the runoff is directed into'the system.
✓ 5, The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
✓ 8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
✓ 11, The permitted amounts of surface area and/or volume have been provided.
✓ 12. Required drawdown devices are correctly sized and located per the approved
plans.
✓ 13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
wjA 16, All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Page 7 of 7

TIMMONS GROUP .0 100
YOUR VISION ACHIEVED THROUGH OURS. • 0
5410 Trinity Road, Suite 112, Raleigh, NC 27607
To: Ms. Christine Nelson
NC Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
From: Zak Shipman, PE
Project: SW8 120302-French Creek Exchange Engineers Certification
Enclosed Please Find:
DATE
1 1 7-11-13 1 Designers Certification
Comments:
Ms. Nelson,
Attached please find the Designer's Certification for the subject permit. If you have any
questions, please don't hesitate to contact me at [phone].
Thanks,
ECEIVE
z
JUL 15 2013
BY:
SIGNED: A �—
Shipman, PE

DWQ USE ONLY
Date Received
Fee Paid Yermit Number
-i �e/ ooz7L =S v,
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ' 0 Ph 11 - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgrn t 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.):
French Creek Exchanee
2. Location of Project (street address):
Adjacent .to_Inters_ectidn of Gonzalez Blvd and River Road
City:Camp LejeuneCounty:Onslow Zip:27547
3, Directions to project (from nearest major intersection):
From Main Gate, Camp Lejeune,,travel south along Holcomb Blvd tothe dead end at River Road., Travel
south on River Road to the intersection with Gonzalez Blvd. Make a right on Gonzalez and travel
approximately 100.yards. Project site is on left.
4. Latitudc:34° 38' 50" N Longitude:77* 20' 8" 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 modification to an existing permit, list the existing
permit number —,.its issue date (if known) , and the statics of.'
construction: [-]Not Started ❑Partially Completed* ❑ Completed' *provides! 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 Cenrer'at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 3.46. ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits hcive already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit.
Form SWU-101 Version 071un2010 Page I of 6
RECEIVED
MAR 2 6 Z012
BY:

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:Commandin Officer Marine Cor s Base am Le'eune
Signing Official & Title:Cart H. Baker PE -Deputy Public Works Officer
b.Contact information for person listed in item la above:
Street Address.1005 Michael Road
City:c6m-p Le'eune State:NC Zip:27547
Mailing Address (if appi'icaW):
City: State: Zip:
Phone: (91Q 451-5950 _ Fax: (910 } 451-2927
Ema i l:ca rl. h .ba ker4usmc.m i I-
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.leas'e 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: ( ) _ 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:David Towler
Signing Official & Title:
b. Contact infonnation for person listed in item 3a above:
Mailing Address:1005 Michael Road
City:Camp-Lc(eune _ State -.NC Zip:27547
Phone: (910 ). 451-3238 Fax:
Email:david.towlerOusmc.mil
4. Local jurisdiction for building permits: Camp,Leieune
Point of Contact: _ _ Phone #:
RECEIVED
MAR 2 6 Z01Z
Form SWU-101 Version 071un2010 Page 2 of 6 BY:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be treated by a sin le wet detention pond sized to handle newly constru red BUA based on
an analysis of pre versus post development impervious levels.
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:
❑ Valad Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
ElCoastal SW �--1995 El Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 3.46 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':
3.46 acres
' Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the )larrnal'Hi h.Water WHW).line or Mean High Water
(MHW) line, and coastal wetlands landward frorii 1he.NHW (orMHt�) line. The resultant profectarea is used to
crilcitlate.overall-percetrt'built ttpUn area (BUA). Non -coastal wetlands landwardof thin NHW (or,MHW) line ►gray be
included.in the total:project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100=.�� (07.�) y %
9. How many drainage areas does the project have?l (For high density, count I for each proposed engineered
stormwater BMP. For low density and other profects, 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 to the project, attach an additional sheet with the information for each area
provided in the same format as below. Doha �e�►t�wr+�on�
Basin :fn ormation
Draina Area
e -
Draina Area 2
e
n raie Area
Drainage rea s1
Receiving Stream Name
ogde s Creek
Cog e s Creelt3
Stream C ass
SC-NSWSC-NSW
Stream Index Number "
19-23
-2
Total Drainage Areas
58,795
91,742
15O�g7 (3.�Ibcc
On -site Drainage Area (s
58,795
91,742
Off -site Drainage Area (so
0
Proposed Impervious Area'* (so
38,244
62,631**
1i3�g7 (aid c
% Impervious. Area** (total)
-64-3Q 65,05
8. 77
1p7.Q 1
Impervious- Surface Area
Drainage Area 1
Draina a Area 2
Draina a Area
Drainage Area_.
-site Buildings/Lots s)
3,889
On -site 9treets (so
.On -site Parking (so
30,787
On -site Sidewalks (sf)
3,568
Other on -site (sf)
Future (sf)
Off -site s
Existing BUA*** (so
62,631
Total s
8,244
62,631
Stream CIass and Index Number can be determined at. htW;Z,(Vortal.ncdenr.or eb s csuklassiffcations
** lm ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sid�walks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any.existing BUA that is
to be removed and which will be replaced by new BUA. �.�ED
11. How was the off -site impervious area listed above determined? Provide documentation. I
Form S WU-101 Version 07Jun2010 Page 3 of 6
BY:

Projects in Uniun County: Contact DWQ Central Office staff`to check if the project Lv located within a Threatened &
Endangered Species watershed that maybe 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:l/porf,-ii,ncdenr.org/"web/wq/w su bmp-manual.
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 ham: orta 1. ncd enr.org/web/wq ws/sulstatesw/forms._docs. 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 h"cttp://portal.ncdenr.org/web/wq/­ws/su/maps.)
Please indicate that the following required information have -been -provided by initialing, in the space provided
for each item. Ail original documents MUST be signed and'initiAed in blue ink. Download the latest versions
for each submitted application package from htti2;//-P-o-rtal.ncdenr.org/­­web/­wqLws suZstateswforms dots.
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. (y required as per Part VII below)
I Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
ti www.envhelp.org[�,igesLonestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate appropriate regional office Express Permit Coordinator for
additional information and to sched'u[e the required application meeting.)
5. A detailed 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
receiving stream drains to class SA waters within ih mile of the site boundary, include the'r4
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).
I-RECIFERV]C�
MAR 2 6 Z01Z.
Form SWU-101 Version 07Jun2010 Page 4 of 6
BY:

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"zl1,, 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'detcrmining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Nr/k
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.
htti2://www.secretaEy.state.nc.us/CoEl2orations/CSearch.giipx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outOicels, 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
B3UA 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
hitp./ /portal.ncdenr.orgZweb/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In,the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions arc 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.
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:Zak:Shipman, PE
Consulting Firm: Timmons Group
Mailing Address:5410 Trinity Road u' e 112
City:Ralcigh^ _ _ State:NC Zip:27607
Phone: [phone] Fax: (919 l 859-5663
Email : za k.shi p manOtiminons.com
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 lnfornintibn, item 2a) „ _,.,.. certify that I
own the property identified' in this permit application, and thus give permissibmto (print'or type name of parson
listed in Cai,tacf Information, item 1a) with (print or type nume.oforganization l6ti:d.in
Contact lnforination, item 1a) to develop the project.as currentjjy proposed. A copy of
the lease .agreemen t or pending property sales contract has been providesubmit d with the tal; y6ich indicates the
party responsible for the operation and maintenance of: the stormwater.system.
Form SWU-101 Version 07Jun2010
MAR 2 6 zulz
Pagc5of6
BY:

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 pendirig.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 wvalid permit. I understand that the -operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, 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 naive of person listed in Contact Information, item la) — �r� _ alPr
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 storm ater rules under 5 NCAC:2H .1000,51. 2006-246AF11. II - Post.Construction) or SL 20©5-211.
Signature: Date-. --0/,2
nn `/
,a Notary Public for the State ofCounty of
d/•,le-J do hereby certify that personally appeared
stormwater permit, Witness my hand and of ��� 'c e before me this dayof and aovulj a the due execution of the application for a
_ /I� _ _, _ �jj/ ! �
ficial seal, C�GrGi /.7�r-s
AUCE A. BONNETTE
Notary Public
Onslow County
State of North Caro inaF-
My Commission Ire
SEAL
My commission expires_ '--� CK C19 lr
Form S WU-101 Version 07Jun2010 Page 6 of 6
MAR 2 6 1U1Z
BY:

iIVV�I'r J'�'1d\h,r'�-.�-J+.«.nn.•Vv.I�r+.: \IY.i

Permit No, 5Wa_ _ 1Q03M
(to tie provided by DWo)
W i1 r-per
Ur pG
` { f -'
NCDENR
P 'C
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 III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
French Creek Exchange
Contact person
Zak Shipman, PE
Phone number
919 866 4937
Date
317/2012
Drainage area number
Drainage Area 1
II...D@SIGN INFORMATION
Site Characteristics
Drainage area
58.795 fe
Impervious area, post -development
38,244 ftz
% impervious
65.05 %
Design rainfall depth
1,5 in
Storage Vol Non -SA Waters
Minimum volume required 4,670 ft CK
Volume pmvlded 5,009 to
OK, volume provided is equal to or in excess of volume required.
Storage Vol SA Waters
1.5" runoff volume ft1
Pre -development 1-yr, 24-hr runoff to
Post -development 1-yr, 24-hr runoff fl
Minimum volume required tt'
Volume provided to
Peak Flow Calculations
Is the prelposl contolf of the lyr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
3,7 in
Rational C, pre -development
87.00 (unitless)
Rational C, past -development
92.00 (unilless)
Rainfall Intensity: 1-yr, 24-hrstorm
INhr
Pre -development 1-yr, 24-hr peak flow
13.49 ft%ec
Post -development 1-yr, 24-hr peak flow
10.24 ft'Isec
PrelPost 1-yr, 24-hr peak flow control
-325 ft3lsec
Elevations
Temporary pool elevation
20.70 fmsl
Permanent pool elevation
20.00 fmsl
SHWT elevation (approx. at the pens. pool elevation)
20.50 fmsl
Top of 10ft vegetated shelf elevation
20.50 fmsl
Bottom of 10ft vegetated shelf elevatlon
19550 fmsl
Sediment deanout, top elevation jbottom of pond)
15,00 hnsl
Sediment cleanout, bottom elevator
14 00 fmsl
Sed lment storage provided
1.00 It
Is there additional volume stared above the state -required temp pool?
N (Y or N)
Elevation of the top of the additlonal volume
hnsl
Form SW401-Wel Detentfon Basin -Rev a-9117109 Parts 1. d 11 Design Summary, Page 1 of 2

Permit No.
(lobe provided byDWQj
II. DESIGN INFORMATION
Surfaco Areas
Area, temporary pool 8,600 ft,
Area REQUIRED, permanent pool 5,083 W
SAIDA ratio B.65 (unitless)
Area PROVIDED, permanent pool, Ape1f,, p,,� 6,120 ft` OK
Area, bottom of 1 Dft vegetated shelf, Ab,, dw, 3,850 W
Area, sediment cleanout, top elevation (bottom of pond), Aborpc m 1,365 ft`
Volumes
Volume, temporary pool
5,009 ft3
OK
Volume, permanent pod, Vim,,,,-p.,
13,723 R3
Volume, forebay (sum of forebays K more than one forebay)
2.805 ft'
Forebay % of permanent pool volume
20.4% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountairUPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
8.65 (unitless)
Average depth (used in SAIDA table):
Calculation epBon 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V, P-1
13,723 ft'
Area provided, permanent pool, Ayd„,_,..
6.128 fV
Average depth calculated
It
Need 3 It min.
Average depth used in SAIDA, d„, (Round to nearest 0.5h)
ff
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Apgm_,.�
6,128 If
Area, bottom of 10ff vegetated shelf, Aw ,, m
3,850 ft`
Area, sediment cleanout, top elevation (bottom of pond), Abmmm
1,365 ft
"Depth" (distance b!w bottom of 10ft shelf and top of sediment)
4.50 it
Average depth calcufated
3.45 ft
CK
Average depth used In SAIDA, d., (Round to nearest 0 5ft)
3.0 It
InsufficienL Check calculation.
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shell width
Length of tlowpath to width ratio
Length to width ratio
Trash rack for overflow & oriflce?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
1,00 in
in2
0.60 (unitless)
0.22 It
N (Y or N)
(unitless)
(unitless)
ft
ft
13.49 ft3lsec
10,24 fe/sec
0.01 111:31sec
4.40 days
OK, draws down In 2-5 days.
3 :1
OK
10 :1
OK
10.0 It
OK
3 :1
Insufficient flow path to width ratio. Must not short-circuit pond.
2.5 :1
OK
Y (Y or N)
OK
10 ft
OK
N (Y or N)
OK
N (Y or N)
Insufficient. Recorded drainage easement required.
Y (YorN)
OK
Pumping andlor emergency drain
Form SW401-Wet Detention Basindtev,8-9117109 Parts I, & It. Design Summary, Page 2 of 2

Permit No.
fto be provided by DWQ)
11I REQUIREDIITEMSICHECKLIST•
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.
0 c5vo 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,
Nigh flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
C —503 2. Partial plan 0" = 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,
G-'53. 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.
6'tC6 4. If 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.
4 C ` Sa3 5. A table of elevations, areas, incremental volumes & accumulated volumes far overall pond and for Forebay,
to verify volume provided.
G -165 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
D� entire drainage area is stabilized.
- 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
`P1=_ 9. A copy of the deed restrictions (;f required).
10, 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.
Form SW401-Wet Detention Basin-Rev.8-9117/09
R' .iJC n E V 3fJJ1--/'
MAR 2 6 ZU1Z
BY:
Part III. Required Items Checklist, Page 1 of 1

Permit Number:-5-;;2
(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 fitter 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:
Potential roblem:
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 SW401-Wet Detention Basin O&M-Rev.4
MAR 2 6 1111Z
]BY:
Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number: .
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale,
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future croblems 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.
Form SW401-Wet Detention Basin O&M-Rev.4 7MAR 2 6 2012 Page 2 4f 4

Permit slumber:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem.
How 1 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.
Sediment Removal
Bottom
15.0 I
14.Or- �-
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 20.0
'e/manenx Pool
/Volume Sediment Removal Elevation 15,0--------_ Volume
-ftMin. - .--.---.---.------.------------------- - - - - --
Sediment Bottom Elevation 14.0 1-ft n..
Storage Sediment
Storage
MAIN POND
Form SW401-Wet Detcnlion Basin O&M-Rev,4
MAR 2 6 201L
Page 3 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:French Creek Exchange
BMP drainage area number
Print name: Ca,- I On L-_r
Title: `� o D .r
Address: 105 ' CalnQ to eu NG -]
Phone: 910 - Y 51 -
Signature:
Date: .3 -- A1. - 14
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
County of do hereby certify that
personally appeared before me this
day of All and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, A
G �
/./ ,�
AUCE A. BONNETTE
Notary Public
Onslow County
Stets of North Car j
Commlealon rea
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4
J37'_t-';-C-4
4V D
MAR 2 6 ZD12
�V•
Page 4 of 4