SW8090517_COMPLIANCE_20110826

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STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE Zc 1 1 r?-,
YYYYM M D D

E
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 26, 2011
Carl Baker, Deputy Public Works Officer
USMCB Camp Lejeune
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 0905V
Piney Green Gate Security Upgrade
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Baker:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Piney Green Gate Security
Upgrade on August 23, 2011. Staff review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit No, SW8
090517 dated August 26, 2011, for the construction, operation and maintenance of the BMP's and built -upon areas associated with the
subject project.
This permit shall be effective from the date of issuance until August 31, 2019, and shall be subject to the conditions and limitations as
specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit, Failure to establish an
adequate system for operation and maintenance of the stormwater management system 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 petition with the Office of Administrative Hearings (OAH), The petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of this permit. A petition is considered filed
when it is received in the Office of Administrative Hearings during normal office hours. The OAH accepts filings Monday through Friday
between the hours of 8:00 a,m. and 5:00 p.m., except for official state holidays. The petition may be filed by facsimile (fax) or
electronic mail by an attached file (with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required
by NCGS §150B-23.2) is received in the OAH within seven (7) business days following the faxed or electronic transmission. Unless
such demands are made this permit shall be final and binding. You should contact the OAH with all questions regarding the filing fee
and/or the details of the filing process. The mailing address, telephone and fax numbers for the Office of Administrative Hearings are:
6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone [phone]. FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at [phone],
Sincerely,
�?or �Coleenctor
Division of Water Quality
GDS/ csb: &: WQS1StormwateAPermits & Projects120091090517 HDI2011 C% permit 090517
cc: Andrew Wilson, E. I., AECOM Technical Services Ins.
Wilmington Regional Office Stormwater File
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarofina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 r'
tntemet: www,ncwaterqu��t��a
ality.org +/aaa/�„

State Stormwater Management Systems
Permit No. SW8 090517
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
USMCB Camp Lejeune
Piney Green Gate Security Upgrade
Piney Green Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwaterrules') the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 31, 2019, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.7 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 233,182 square feet of impervious area.
3. A 50' wide vegetative buffer must be provided 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 tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
5. 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.
6. 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.
Page 2of7

State Stormwater Management Systems
Permit No. SW8 090517
7
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, ?ores:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft :
Offsite, ft2:
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS[ :
g. Permanent Pool Surface Areg, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs
k. Controlling Orifice:
I. Orifice flowrate, cfs:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower
o. Receiving Stream/River Basin:
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
10.91
475,368
NIA
233,182
233,182
NIA
1.5
4.5
90
32.5
18,750
45,104
34.5
4.49
2"0 pipe
0.08
17,371
1/3
Wallace Creek 1 White Oak
19-20
"SB;NSW"
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 optimum efficiency. The signed
and approves! Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 090517
6. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
su rface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is 1/3 horsepower.
7. 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. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
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.
13. Approved plans and specifications for this project are incorporated by reference and
'ire 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 4 of 7

State Stormwater Management Systems
Permit No. SW8 090517
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed on the form.
The approval of this request will be considered on its merits and may or may not be
approved.
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. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Water Quality, in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
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 DENR 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 remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. 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 shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit reissued this the 26th day of August, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
[]ivision of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 090517
Piney Green Gate Security Upgrade
Stormwater Permit No. SW8 090517
Onslow Count
Designer's Certification
1, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 090517
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
_11. The permitted amounts of surface area and/or volume have been provided.
_12. Required drawdown devices are correctly sized and located per the approved
plans.
-13. All required design depths are provided.
-14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Page 7 of 7

Calculation of Required Treatment Volume for New Impervious Area
Piney Green Gate Security Upgrades - Stormwater Pond
New Drainge Area (Sp
475368
New Imp Area (sf)
233182
(A) New Drainage Area (Ac)
10.9129477
{I) New Imp Fraction
0.49
(Rc)Rainfall Depth Per State SWP(in)
1.5
Designed By: ABW
Date: 7122r2011
Step 1: Determine Runoff Volume From New Drainage Areallmpervious Areas
Simple Method
a. Rv =. 05 + .9(I,I )= Rv (post) = .05,.9'.4 = 0.49
Rv (pre) = 0.05
b v=3630xR„xR,,xt1
Post V=3630'3,T0.66'.4237 V (past)= 29204 of
[Required Treatment Vol for Additional Drainage ArealIm ervious Areas (Post • Pre): 29204 cf
Step 2: Determine Minimum Surface Area of Permanent Pool
SAIDA from 10.2 = 3.82 0.0382
b. Min SA of Perm Pool a SAIDA' DA Min SA = 18159 sf
Minimum Required Surface Area of Permanent Pool 18159 sf
1 ECEI V ED
AUG 2 3 2011
BY:

Piney Green Gate Security Improvements — MCB Camp Lejeune
Stormwater Computations
15-Aug-11
Drawdown Calculations
Q = CDA(2gHo)"' Cp= 0.60
A = 0.02
G = 32.2 ft/secz
Ho = 0.67' (34.5'-32.5')/3
Q = 0.60*0.02 (2*32.2*0.67)112
Q = 0.08 cfs
Drawdown Time
T = Vreq / Q
T = 2-9,204 / 0.08
T = 365,050 seconds
T = 4.22 days
AUG 2.1 2011

Stormwater Management Plan
(Modification of Permit #SW8 090517)
Prepared For: MCB Camp Lejeune
USMCB Camp Lejeune — Piney Green Gate Security
Upgrade
Date: 08-22-11
SEAL I-
-
035724 -
C I��''•0,YAIy+M�OegfjwO�,,.``�
AECOM
701 Corporate Center Dr.,
Suite 475
Raleigh, NC 27607
919-854-6200
Prepared By:
Andrew Wilson, EIT
Checked By:
Bryan M. Dick, PE, PH

Proiect Description
This document is to serve as a modification to an existing permit (SW8 090517)
for the MCB Camp Lejeune — Piney Green Gate Security Upgrade Project. The existing
permitted boundary is split up into two drainage areas, drainage area #1 utilizes a wet
detention basin that treats and controls the runoff generated from the impervious
surfaces and the second drainage area #2 is untreated. This "mod" is a result of a road
widening which slightly increases the impervious surfaces and total drainage area of
drainage area #1. The runoff generated from the additional impervious surfaces will be
treated by the existing permitted wet detention pond.
Contact Information
AECOM Technical Services Inc.
Attn: Bryan M. Dick, PE, PH
701 Corporate Center Dr., Suite 475
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
Identify Proiect Involvement
The proposed project is located in the White Oak River Basin. The project drains
to Wallace Creek (NCDWQ Index Number 19-20), which has an NCDWQ Stream
Classification of SB, NSW.
The Modification will result in the increase in drainage area #1 of approximately
13,504 sf with an increase in BUA of approximately 23,953 sf. The additional stormwater
runoff generated from this increased BUA will meet the requirements of retaining the
runoff volume from the 1.5 inch rainfall event per the requirements by the state as
referenced from the DWQ Stormwater Manual. The additional stormwater will be treated
via extra capacity provided in the existing permitted stormwater wet detention basin,
Permit Number: SW8 090517. Runoff will be captured via grassed swales which will be
routed to the existing stormwater pond. This project is not located within '/ miles of SA
waters, or 575 feet of ORW waters.
Stormwater Design Parameters
The existing stormwater pond was designed in accordance with the state
stormwater regulations in 2010. The wet basins under the existing stormwater permit will
not be redesigned since there is enough extra capacity provided to treat the proposed
increase in BUA.
AUG 2 3 2011

Discussion of Treatment Measures
The existing permitted treatment utilizes the existing permitted stormwater pond
to treat the required 1.5 inch design storm and meet the TSS and Peak Flow
requirements set forth by DWQ.
This modification is addressing the adjustments associated with the increase of
drainage area #1 and the increase in impervious area that will be treated by the existing
stormwater pond, specifically, to insure that the existing stormwater pond has enough
additional capacity to account for the additional runoff from these increases. According
to Stormwater Permit Number SW8 090517, the wet detention basin has enough
additional permitted capacity to treat the 1.5 inch rainfall depth runoff volume for the
increases in drainage area #1. See table below for a breakdown of volumes and
capacity:
Permitted
Proposed
Required
Provided
Additional
Additional Required
Volume
Volume
Capacity
Volume
cubic feet
cubic feet
cubic feet
cubic feet
27820
45104
17284
2779
Table 1. Summary of Permitted Vs Additional Required Volume for Stormwater Ponds
Conclusion
This Stormwater Management Plan represents an environmentally sensitive and
effective plan for utilizing the proposed stormwater treatments to accommodate the
increased runoff of the proposed site development.
CEIVED
AUG 21 2011
3Y:

Camp Lejeune main Gate
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Vicinity Map
Piney Green Gate Security Upgrades
Camp LejounoN1CB
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NCDENR
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North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
. �t 6 r`�V_i *+)Cq
For DENR Use ONLY
Reviewer C. ►I
Submit: tJ� •.h L ' ,
Time:
confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan i file) and vicinitXfflaplsame items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;[e-mail]
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.leeOncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(g)ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or [e-mail]
• Wilmington Region -Janet Russell 910-350-2004 or 1anet.russel0mcmail.net
(VOTE. Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
Sw
Sw
SW
SW
RpV6,4,vt
Project Name: PINEY GREEN GATE SECURITY UPGRADES County: ONSLOW
Applicant: COMMANDING OFFICER MARINE CORPS BASE Company: CAMP LEGEUNE, NC
Address: 1005 MICHAEL ROAD Cit): CAMP LEGEUNE, State: NC Zip: 28547-_
Phone: [phone], Fax: __ Email: @
Physical Location:MCB CAMP LEJEUNE
Project Drains into SEE ATTACHMENT waters — Water classification see attachment (for classification see-
http:llh2o.enr.state.nc-usibims/reportslrepoMsWB.htmi)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within '/2 mile and draining -to class•SA-waters-Nor�within 1 mile
and draining to class HQW waters? INL �CEI �V ED
Engineer/Consultant: BRYAN M. DICK Pi Company: AECOM JUL z01�
Address: 701 CORPORATE CENTER DRIVE SUITE 475 City: RALEIGH, State: NC Zip: 27607-_
Phone: [phone], Fax: [phone]�59, Email: br av n.dick aecom.cam
SECTION ONE: REQUESTING A SCOPING MEETING ONLY BY:
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: T # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear ft or acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rni ,❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter -_,—# Curb Outlet Swales ❑ Off -site [SW (Provide permit #)j
® High Density -Detention Pond I # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev, Exclusion SW 8090517 (provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed,(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooinq and express meetina reauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated welland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ® No
.++*++*+**+**+++++s++++ssssssss*ss***+ss+ss+++**++.+""For DFNR use only"'**"s*+*++*+ss*+sss*+**+*ss+++*++*++++*++**+*:+s*+.+++*++•
Fees lit for multi to ermits: Check# Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ illlaj; ❑ Min)
$
SW (❑ HD, ❑ LD, [:1 Gen)
$
401:
1
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

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Stormwater Management Plan
(Modification of Permit #SW8 090517)
Prepared For: MCB Camp Lejeune
USMCB Camp Lejeune — Piney Green Gate Security
Upgrade
Date: 06-24-11
AECOM
701 Corporate Center Dr.,
Suite 475
Raleigh, NC 27607
919-854-6200
Prepared By:
Andrew Wilson, EIT
Checked By:
Bryan M. Dick, PE, PH
REC�`.? VED
JUL 0 1 2011

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Project Description
This document is to serve as a modification to an existing permit (SW8 090517)
for the MCB Camp Lejeune — Piney Green Gate Security Upgrade Project. The existing
permitted boundary is split up into two drainage areas, drainage area #1 utilizes a wet
detention basin that treats and controls the runoff generated from the impervious
surfaces and the second drainage area #2 is untreated: This "mod" is a result of a road
widening which slightly increases the impervious surfaces and total drainage area of
drainage area #1. The runoff generated from the additional impervious surfaces will be
treated by the existing permitted wet detention pond.
Contact Information
AECOM Technical Services Inc.
Attn: Bryan M. Dick, PE, PH
701 Corporate Center Dr., Suite 475
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
Identify Project Involvement
The proposed project is located in the White Oak River Basin. The project drains
to Wallace Creek (NCDWQ Index Number 19-20), which has an NCDWQ Stream
Classification of SB, NSW.
The Modification will result in the increase in drainage area #1 of approximately
13,504 sf with an increase in BUA of approximately 23,953 sf. The additional stormwater
runoff generated from this increased BUA will meet the requirements of retaining the
runoff volume from the 1.5 inch rainfall event per the requirements by the state as
referenced from the DWQ Stormwater Manual. The additional stormwater will be treated
via extra capacity provided in the existing permitted stormwater wet detention basin,
Permit Number: SW8 090517. Runoff will be captured via grassed swales which will be
routed to the existing stormwater pond. This project is not located within '/z miles of SA
waters, or 575 feet of ORW waters.
Stormwater Design Parameters
The existing stormwater pond was designed in accordance with the state
stormwater regulations in 2010. The wet basins under the existing stormwater permit will
not be redesigned since there is enough extra capacity provided to treat the proposed
increase in BUA.
�ECEIVED
JUL 0 1 i011
BY:

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Discussion of Treatment Measures
The existing permitted treatment utilizes the existing permitted stormwater pond
to treat the required 1.5 inch design storm and meet the TSS and Peak Flow
requirements set forth by DWQ.
This modification is addressing the adjustments associated with the increase of
drainage area #1 and the increase in impervious area that will be treated by the existing
stormwater .pond, specifically, to insure that the existing stormwater pond has enough
additional capacity to account for the additional runoff from these increases. According
to Stormwater Permit Number SW8 090517, the wet detention basin has enough
additional permitted capacity to treat the 1.5 inch rainfall depth runoff volume for the
increases in drainage area #1. See table below for a breakdown of volumes and
capacity:
Permitted
Proposed
Required
Provided
Additional
Required
Volume
Volume
Capacity
Volume
cubic feet
cubic feet
cubic feet
cubic feet
27820
45104
17284
2779
Table 1. Summary of Permitted Vs Additional Required Volume for Stormwater Ponds
Conclusion
This Stormwater Management Plan represents an environmentally sensitive and
effective plan for utilizing the proposed stormwater treatments to accommodate the
increased runoff of the proposed site development.
RE,CEIVED
JUL 0 1 2011
BY:

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North Carolina Department of Environmental Quality
Pat McCrory
Governor
September 28, 2015
Mr. Neal Paul, Deputy Public Works Officer
MCB Camp Lejeune
Buildin 1005 Michael Road
Camp ejeune, NC 28547
Subject: USMC Stormwater Permit Extensions (75 Permits — See Attachment A)
Onslow County
Dear Mr. Paul:
Donald R. van der Vaart
Secretary
On August.5, 2009, the Governor signed Session Law 2009-406. This law impacts any development approval issued by
the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143 of the General Statutes, which is
current and valid at any point between January 1, 2008, and December 31, 2010. The law extends the effective period of
any stormwater permit that was set to expire during this time frame up to three (3) years from its current expiration date.
On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for an extension of up to
four (4) years.
As a result, 120 USMC Camp Lejeune permits are impacted. Of the 120 permits, 45 permits have previously been
issued extensions and 75 permits have been extended effective today. This is summarized in Attachment A.
If you have any questions, need additional copies of the permit or approved plans, please contact Kelly Johnson with
DEMLR in the Wilmington Regional Office at [phone].
Sincere,
�7mTracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDSlkpj: 111StormwaterlPermits & Pra'ectsl Each permit file
cc: Michael ay or, ay or via emar only, [e-mail])
Wilmington Regional 0 ice Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] J Fax: [phone] • Internet: httL./ portal.ncdenr.orglwebllrl
An Eaual opportunity 1 Affirmative Action Employer— Made in part by recycled paper

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