SW8090517_CURRENT PERMIT_20200701

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C)cJ0_5t"1_
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2010 O"7 01
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
July 7, 2020
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Environneental Quality
Subject: Permit Renewal / Permit Correction
State Stormwater Management Permit No. SW8 090517
Piney Green Gate Security Upgrade
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.
Permit Renewal
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
Piney Green Gate Security Upgrade on June 2, 2020. The Division is hereby notifying you that permit SW8 090517 has
been renewed on July 1, 2020, and shall be effective until January 5, 2028, which includes all available extensions.
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 August 31, 2009 and
subsequently modified on August 26, 2011, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H.1000 effective September 1, 1995.
Permit Correction
During the review of the renewal, the Wilmington Regional Office discovered the permit previously issued on
August 26, 2011 contained an error. This renewed and updated permit was also corrected to clarify various
approved features that are unique to this site and were originally included in the permit issued on August 31,
2009.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this pen -nit 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.
®� North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
•J Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
xga[Fi cnna.ina
°ipip""0'eAAen"�10101"a� 910.796.7215

State Stonnwater Permit No. SW8 090517
Page 2 of 2
ff 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 Iceliie.norris@ncdenr_gov.
Sincerely,
Brian Wrerin,_DDiiecto'r
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/1cn: WStormwaterTermits & Projects120091090517 HD1202D 07 permit 090517
cc: Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 090517
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
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 "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 5, 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. Of the total amount of built -upon area proposed, 13,909 square feet could not be collected and
treated. The Division agreed to a minimum trade-off ratio of 3.0 square feet of existing built -
upon area to be collected and treated for each 1 square foot of new built -upon area that could
not be collected and treated. This trade-off ratio resulted in treating a minimum of 41,727
square feet of existing built -upon area. A total of 82,593 square feet of existing built -upon area
is being treated in the wet detention pond. The runoff from the 13,909 square feet of
additional, untreated built -upon area must sheet flow through at least 50' of vegetation at a
non -erosive velocity to the maximum extent practicable.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1,10 of this permit. The stormwater control has been designed to handle
the runoff from 233,182 square feet of impervious area. This built -upon area consists of
150.589 square feet of proposed built -upon area and 82,593 square feet of existing built -upon
area.
4. 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.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 090517
5. A minor variance for the 50' buffer has been granted by the Division for necessary roadway
improvements within zone 2 of the buffer. The existing road is located within both Zone 1 and
Zone 2 of the buffer. The proposed improvements will be located as far from the surface water
as physically possible and impacts to the surface water have been minimized. This additional
built -upon area, which will be limited to 2,750 square feet of built -upon area within Zone 2 of
the buffer, is necessary in order to construct a right turn lane onto Old Sawmill Road. The
road improvements and additional built -upon area may not be constructed any closer to the
stream than the existing limits of the roadway.
6. The tract will be limited to the amount of built -upon area indicated in Sections, 1.2, 1.3, and 1.10
of this permit, and per approved plans. This permit does not provide any allocation of built -
upon area for future development.
7. A vegetated filter strip is not required for the wet detention pond as the pond has been
designed for a 90% TSS removal efficiency.
8. 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.
9. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
10. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 10.91
Onsite, ft2: 475,368
Offsite, ft2: NIA
b. Total Impervious Surfaces, ft2: 233,182
Onsite, ft2: 233,182
Offsite, ftz; NIA
c. Design Storm, inches: 1.5
d. Average Pond Design Depth, feet: 4.5
e. TSS removal efficiency: 90
f. Permanent Pool Elevation, FMSL: 32.5
g. Permanent Pool Surface Area, ft2: 18,750
h. Permitted Storage Volume, ft3: 45,104
i. Temporary Storage Elevation, FMSL: 34.5
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 4.49
k. Controlling Orifice: 2"0 pipe
I. Orifice flowrate, cfs: 0.08
m. Permitted Forebay Volume, ft3: 17,371
n. Fountain Horsepower 113
o. Receiving Stream/River Basin: Wallace Creek 1 White Oak
p. Stream Index Number: 19-20
q. Classification of Water Body: "SB;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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SWB 090517
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 including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re -vegetation of slopes and the vegetated filter.
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 Division. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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.
6. 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
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.
& 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.
Page 3 of 5

State Stormwater Management Systems
Permit No. SWB 090517
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.
III. GENERAL CONDITIONS
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. 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. 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;
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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 090517
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.
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.
The permittee grants Division Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do
not stay any permit conditions.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
10. 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 111 day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Piney Green Gate Security Upgrade
Permit No. SW8 090517
Approval
Date
permit Action
BUMS
Version
Description of the Changes
:
8/31/2009
Original
Approval
1.0
1 pond subject to Session Law 2008-21 1
8/26/201 1
Major
Modification
1.1
Increase in draiange area and BUA to the pond due to
the road being widened
7/l/2020
Renewal 1
Correction
2.0
Correcting the permit to clarify various previously
approved features of this site.
Page 1 of 1

DEMLH USE ONLY
Date Received Fee Paid Permit Number
iv c� �bo?O *6-40 Q6517/ 4 _eW s ISCJ $ D Dry/ 7 III
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1,045(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 090517
2. Project name: Piney Green Gate Security Upgrade
3. Project street address: Camp Leieune
City: Camp Leieune _ County: Onslow ZIP
: 28547
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://deg.nc.gov/about/_divisions/energv-
mineral-land-resources/energy-mineral-land-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: https://deg nc.gov/about/divisions/energy-mineral-land-
resources/energy-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: Neil Paul
2. Signing Official's Name:
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: US Marine Corps, Camp Lejeune Building 1005 Michael Rd.
City: MCB Camp LeieuneState: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email:[e-mail]
� o
�� .
Stormwater Permit Renewal Form Page t 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.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
f� 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
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
❑ 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.
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] 1f 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 2H. 1043(3)(b).
https:Hwww.sosnc.gov/online services/search/by—title/ Business Reg istration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'SC ERTICATION
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, co r ect and comp
Signature: 0Date: L/2,6
NOTA zATION'
I 1 - ,,tom a Notary Public for the State of
1 County of bkx��- do hereby certify
that Zc6rpersonally appeared before me
thiy§,,,t e""+"+ day of 20�, and acknowledge the due
'01.iR#.,kgoing instrument. Witness my hand and official seal,
{�Vot��y-Sei�lj
UBL► 'Us
My commission expiresoZ
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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PERMITTEE'S CERTIFICATION
A`
-- `!I,41 / , ` /b'^' , the person legally responsible for the permit, certify that I have
a copy of the Permit and O& 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. I information provided on this permit renewal application is, to the best of my
knowledge, correct a ete.
Signature: Date: 3 Z b
NOT RIZ Ti N:
I,
that r 1 at
this the
execution of the fr�N�$i(fl
�o +.
(Notary Seal) T
N
=o
Notary Signatu e _
My commission expires
a Notary Public for the State of
County of (I nC'tavt ) _, do hereby certify
Witness my hand and official seal,
personally appeared before me
20 2D , and acknowledge the due
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Central Files: APS _ SWP
7/1/2020
Permit Number SW8090517
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Renewal with major mod
Permit Type
Version Permit Classification
State Stormwater
2.00 Individual
Primary Reviewer Permit Contact Affiliation
kellie.norris
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Major/Minor Region
Piney Green Gate Security Upgrade
Minor Wilmington
Location Address
County
Piney Green 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
8/31/2009 6/212020
7/1/2020 7/1/2020 1/5/2028
Regulated Activities
Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

` Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
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,
approximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
RECEIVED
AUG 2.3 2011
BY:
Page I of 4

Permit plumber:
(to be provided by DPVQ)
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.
Form SW401-Wet Detention Basin O&M-Rev.4 CEIVEDPage 2 of 4
AUG 2 3 2011
3Y:

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate the problem -
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 8 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Etc
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 32.5
26 Pe manen Pool
--------------- -- Volume Sediment Removal Elevation 24.5 Volume
25 -ft Min.
------------------------------------------ ------
Sediment Bottom Elevation 23.5 1-ft 4n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
'P ClEIVED
AUG 2 3 Z011
BY:-
Page 3 of 4

I1
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:Piney Green Gate Security Upgrades
BMP drainage area number: l
Print name:Carl B
Title:Deputy Public Works Officer
Address:Bldg, 1005 Michael Rd.. Camp Lejeune NC 28547-2521
Phone
Signat
Date: 11
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.
I, 1 QJ A r 1-is , a Notary Public for the State of
County of D4 Sf aty , do hereby certify that 14
personally appeared before me this 949
day of �Su I z)// , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal.
SYLVIA NORRiS
NOTARY PUBLIC
ONSLOW COUNTY,
MY COMMISSION EXPIRES u
SEAL
My commission expires_ yj-y = o)-045
Form SW401-Wet Detention Basin O&M-Rev.4 AUG 2 3 2011 Page 4 of 4

DWQ USE ONLY
Date I eceived
Fee Paid
Permit Number
`
- /J r/ "
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/RW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
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.):
Piney Green Gate Security_ Upgrade
2. Location of Project (street address):
Piney Green Road
City:USMCB Camp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
NC 24 to Piney Green Road -Requires security permissions to enter MC$ - Camp Lejeune
4. Latitude:34° 42' 46.8" N I.ongitude:77° 19' 15.6" W
of the main entrance to the project.
I1. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8090517 , its issue date (if known)08/31/2009 , 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 56.1 ac of Disturbed Area
Z404/401 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:
RECEIVED
FormSWU-101 Version07Jun2010 Page l of AUG 2 8 Z011
BY:

1
Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Commanding Officer, Marine Corps Base, Camp Leieune
Signing Official & Title:Carl Baker, Deputy Public Works Officer
b.Contact information for person listed in item la above:
Street Address:Bldg 1005 Michael Rd.
City:MCB Camp Lejeune
Mailing Address (if applicable):
City:
State:NC
State:
Zip:28547
Zi
Phone: (910 ) 451-2213 Fax: (910 ) 451-2927
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
State:
State:
Phone: ( ) Fax: ( )
Email:
Zip:
Zip:
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:Andrew Wilson Ell', AECOM
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:701 Corporate Center Drive
City:Raleigh _ _ State:NC Zip:27607
Phone: [phone] Fax: (919 ) 854-6259
Email:andrewb.wilson©aecom.com
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
,� iF;C�IVEI�
Form SWU-101 Version 07Jun2010 Page 2 of-6 AUG 2.3 2011
i9y.

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff will be directed to wet basin, via catch basins, grassed swales and stormwater conduit. This "mod" is a
result of the increase of impervious area and the resultine adius
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph I I - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:13.02 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+:13.02 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi Ia Water (N14M line or Mean High Water
(MI-IM line, and coastal wetlands landward front the NHW (or MA line. The resultant project area is used to
calculate overall percent built upon area (BLIA). 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 = 47.6 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
storrwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Draina e Area _
Deceiving Stream [lame
Wallace Creek
Wallace Creek
Stream Class *
SB, NSW
SI3, NSW
Stream Index Number *
19-20
19-20
Total Drainage Area (so
475,368 sf
91,880 sf
On -site Drainage Area (so
475,368 sf
91,880 sf
Off -site Drainage Area (so
0 sf
0 sf
Proposed Impervious Area**(so
233,182
36,651 sf
% Impervious Area** total
49.05%
40.0%
Impervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
9,286 sf
-
On -site Streets (so
223,533 sf
32,891 sf
On -site Parking (so
-
-
On -site Sidewalks (so
363 sf
3,760 sf
Other on -site (so
-
-
Future (sf)
-
-
Off -site (sf)
-
-
Existing BUA*** (so
-
-
Total (so:
233,182 sf
36,651 sf
" Stream Class and Index Number can be determined at: hto2.aortal.ncdmr.or weblwg s/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. i:� 1!
Form SWU-10€ Version 07.lun2010 Page 3 of 6
AUG 2 3 2011
BY:

"Report only that arnount of existing BUA that toil! remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. NA
Projects in Union County: Contact DWQ Central Olice slaff to check if the project is located within a Threatened &
Endangered Species watershed that map he 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 httD://r)ortal.ncdenr.ore/web/wa/ws/su/bmt)-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 http://portal.ncdenr.org/web/wq/ws/su/statesw/"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 http://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. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
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 Dart 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 fee of $505 payable to NCDENR, (For an Express review, refer to
httl2://www.cnvhc]12.org/pages/onestopexi2ress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
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 1/2 mile of the site boundary, include the 1/2
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. Vul
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).
RECEIVED
Form SWU-101 Version 07Jun20I0 Page 4 of 6
AUG 2 3 2011
BY:

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].)
10. A copy of the most current property deed. Deed book: Page No: -
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC }�
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretar-v.state.nc.us/`Corpor,itions/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. 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.
Vlll. 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 Enginecr:Andrew Wilson, EIT
Consulting Firm: AECOM Technical Services Inc.
Mailing Address:701 Corporate Center Drive - Suite 475
City:Ralci gh
Phone: (919 ) 854-6200
Email:[e-mail]
Sta te: NC Zip:27513
Fax: (919 _ )_854-6259
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itent 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type narne of organization listed in
Contact Information, item 1a) 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
Form SWU-101 Version 07Jun2010 Page 5 of 6
AUG 2 3 2011
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 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. 1 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 S,i I penaltiesA up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
b I��
1, ' ! V d j s a Notary Public for the State of h6A eal-D t I County of
Can S L0 W do hereby} certify that Cezr I B,Ke,,- personally appeared
-}� ! before me thiq-_ b day of k00 , and ack owledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY, 1
MY COMMISSION EYPIr1ESI c�DUr
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 3 ---),o / 5
I, (print or type name of person listed in Contact Information, item 1a)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211.
Signature: Date:
I, 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
Form SWU-101 Version 07Jun2010 Page 6 of 6
AUG 2 3 2011
1-3 Y

Permit No 7
(to be provided by DWQ)
yA�p W A i'�9Oq AWE y
NCDENR p
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, prated and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name P1164 Piney Green Gate Physical Security Upgrades
Contact person Andrew B. Wilson, EIT
Phone number 919-854-6225
Date 61212011
Drainage area number 1
II: DESIGN INFORMATION .
Site CharactaHstics
Drainage area
475,368 ft2
Impervious area, post -development
233,182 if
% impervious
49.05 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume requited
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: t-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 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
29,204 ft3 OK
45,104 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
(Y or N)
3.8 in
0.40 (unifless)
0.67 (unlfless)
0.16 initlr OK
4.49 ft31sec
0.46 ft3isec
-4.03 fOlsec
34.50 fmsl
32.50 fmsl
30.50 fmsl
33.o0 fmsl
32.00 fmsl Data not needed for calculation option #1, but OK if provided.
24.50 fmsl
23.50 fmsl Data not needed for calculation option 41, but OK if provided.
1.00 it
(Y or N)
34.5 fmsl OK
Form SW401-Wet Detention Basin-Rev&9117109 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by 0WQ)
II. DESIGN 1NFORMATIOIV
Surface Areas
Area, temporary pool
25,000 ft'
Area REQUIRED, permanent pool
18,159 ft
SAIDA ratio
3.82 (unitless)
Area PROVIDED, permanent pool, Ao,j, w
18,750 ft'
OK
Area, bottom of 1 oft vegetated shelf, Ab, ,,,,
16,250 ft'
Area, sediment cleanout, top elevation (bottom of pond), AWE d
2,800 ft�
Volumes
Volume, temporary pool
45,104 ft3
OK
Volume, permanent pool. Vp, r,,,
82,234 ft3
Volume, forebay (sum of farebays if more than one forebay)
17,371 ft3
Forebay %of permanent pool volume
21.1% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.82 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent poor, Vp._p,,i
82.234 ft'
Area provided, permanent pool, A,,,-P,,
18,750 fe
Average depth calculated
4.39 ft
OK
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
4.5 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
-
Area provided, permanent pool, A,,,,
18,750 ft'
Area, bottom of 10ft vegetated shelf, Aw_,,d
16,250 ft
Area, sediment cleanout, top elevation (bottom of pond), A,,,�, ,
2,800 fe
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
7,50 ft
Average depth calculated
ft
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (d-non-circular)
in,
Coefficient of discharge (CD)
0.60 (unitless)
Driving head (H,)
0.67 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
4.49 WIsec
Post -development 1-yr, 24-hr peak flow
0.46 ft'Jsec
Storage volume discharge rate (through discharge orifice or weir)
0.08 ft'Isec
Storage volume drawdown time
4.22 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
2.3 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump the Pond
Form SW401-Wet Detention Basin-Rev.9-9117M
Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
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.
Pagel Plan
Sheet No.
Sv-401— c y 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.
Su>L�i ✓ �� 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 spiltway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
eX 611W' 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.
C0 yXW� 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the p4ans prior to use as a wet detention basin.
X t5-1NG 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
AI fi, A construction sequence that shows haw the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�► P 9. A copy of the deed restrictions (if required).
N 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.8-9117I09
�1F�V�� lit
E AUG 2 3 2011
j
Required Items Checklist, Page 1 or 1

wat r Management Systems
State Storm e Manag�1
Permit No. SW8 090517
Piney Green Gate Security Upgrades
Stormwater Permit No. SW8 090517
Onslow County
Designer's Certification
I, ft=y7f 6'. DAVl-i, as a duly registered oR - _ in the
State fo North Carolina, having been authorized to observe a Rodicall weekly/ full
time) the construction of the project,
(Project)
for �#�j _'�'� �.'� (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:
SEAL
Sign
Regis
Date
Nov 0 1 2011
MW

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. ) �Wj ALLb le-;rf �' '
4. All roof drains are located such that the runoff is directed into the system.
V' 5. The outlet structure elevations are per the approved plan.
✓6. The outlet structure is located per the approved plans.
Trash rack is provided on the outlet structure.
✓8. All slopes are grassed withpermanent 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. Way� 4� rvvKv
11. The permitted amounts of surface area and/or volume have been
provided.
V"'l2. Required drawdown devices are correctly sized and located per the
approved plans.
1/13. 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.
ZI6. All components of the stormwater BNIP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
INOV 0 1 2011

CAPE FEAR
'j Engineering, Inc.
151 Poole Road. Suite 100
6ehi11e, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To
OICC
1005 Michael Road
MCB Camp Lejeune, NC
Attn:
Mr. David Towler
❑ As Requested ❑ For Your Fifes
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: October 24, 2011
File: 558-85 "38„
Subject: Piney Gate Security Upgrades
SW8 090517
❑ For Distribution ® For your Review 1 Action / Approval
Quantity Drawing No. Description
1 1 Original Designer's Certification with }List of Clarifications
REMARKS Attached, please find the above information for your review and approval. If you have any questions,
please do not hesitate to contact me at 910-383-1044, Thank you.
CC:
" File: 558-85 "36"
David Towler, El MCB Camp Lejeune Public
Works Department
Cape Fear Engineering, Inc. i3��
Signed:�`�Lf� i�r i-G� D&ViS
V
Received By:
Date:
t
NOV 0 1 2011
:3y:

CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, Nc 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
JNCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Attn:
I Ms. Christine Nelson
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: October 21, 2011
File: 558-85 "36"
Subject: piney Gate Security Upgrades
❑ For Distribution
SW8 090517
® For your Review / Action / Approval
Quantity Drawing No. Description
1 Original Designer's Certification with List of Clarifications
REMARKS Attached, please find the above information for your review and approval. If you have any questions,
please do not hesitate to contact me at 910-383-1044. Thank you.
Cc:
File: 558-85 "36"
David Towler, El MCB Camp Lejeune Public
Works Department
Signed:
Received By:_
Date:
P:15581558-85 Piney Green Gate\Admin\Stormwater permitlCertification12011-10-21 Trans- NCDENR.doc

State Stormwater Management Systems
Permit No. SW8 090517
Piney Green Gate Security Upgrades
Stormwater Permit No. SW8 090517
Onslow County
Designer's Certification
i, C . 1PAV},�;, , as a duly registered orb- in the
State of North Carolina, having been authorized to observe a iodicall weekly/ full
time) the construction of the project,
<�I
roject)
for 'rli �? L5- O�—= _ (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:
SEAL
Signs
Regis
Date

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. tFlJ �j A 'l'f r.
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.
v-"- 9. Vegetated slopes are no steeper than 3:1.
�10. The inlets are located per the approved plans an do not cause short-
circuiting of the system. fir' AII�I W( TV0fir
11. The permitted amounts of surface area and/or volume have been
provided.
V""l2. 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.
v"�16. All components of the sto'rmwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office