SW8080206_CURRENT PERMIT_20210615

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
[] CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
UD Ol915
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
June 15, 2021
NORTH CAROLINA
EnHrvnmenm( Quality
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 080206
MCAS New River, Exchange Renovation
Onslow County
Dear Mr. Paul:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this permit
will now reference DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on May 17, 2021. The Division is hereby notifying you that permit SW8 080206 has been renewed
on June 15, 2021 and shall be effective until December 30, 2029. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed; updated, and re -issued permit does not impose new or different terms; it merely restates some of
the previous 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 March 13, 2008 and most
recently revised on July 8, 2013, will remain in full force and effect in accordance with the regulations set forth in Title
15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
cka . evw
8 Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
relft North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215
ovum awaaw

State Stormwater Permit No. SW8 080206
Page 2 of 2
Enclosures:
DES/ams:
cc:
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Permits & Projects\2008\080206 HD\2021 06 permit 080206
NCDEQ-DENILR Wilmington Regional Office
IdIft F, Aft North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
^a®^+�\J-0150 910.796.7215

State Stormwater Management Systems
Permit No. SW8 080206
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
MCAS New Rover Exchange, A4040
Curtis 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 December 30, 2029, 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 1.8 on page 2 of this permit. The stormwater control has been designed to
handle the runoff from 222,663 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 discharge from the wet detention pond must be directed into a 30-foot vegetated filter strip
designed to pass the peak flow from the 10-year storm in a diffuse, non -erosive manner.
5. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans.
6. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 080206
The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a.
Drainage Area, acres:
7.08
Onsite, ft2:
308,499
Offsite, ft2:
N/A
b.
Total Impervious Surfaces, ft2:
222,663
Onsite, ft2:
222,663
Offsite, ft2:
N/A
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
7
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
15.5
g.
Permanent Pool Surface Area, ft2:
20,068
h.
Permitted Storage Volume, ft3:
73,401
i.
Temporary Storage Elevation, FMSL:
18
j.
Controlling Orifice:
3.25"0 pipe
k.
Permitted Forebay Volume, ft3:
16,085
I.
Fountain Horsepower
1/3
M.
Receiving Stream/River Basin:
Southeast Creek / White Oak
n.
Stream Index Number:
19-17-(6.5)
o.
Classification of Water Body:
"C;HQW:NSW'
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. The signed and approved
Operation and Maintenance Agreement must be followed in its entirety and maintenance must
occur at the scheduled intervals 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.
q. 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 the 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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 080206
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 1/3 horsepower.
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.
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.
10. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
11. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
12. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
Page 3 of 5

State Stormwater Management Systems
' Permit No. SW8 080206
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to
enforcement procedures pursuant to NCGS 143-215.6.
If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions. This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
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;
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;
The permittee is responsible for compliance with all terms and conditions of this permit until
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
permit.
The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
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. Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 080206
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 21-1.1000 and NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated, and reissued this the 15th day of June 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CD► -moo �a
.7- rian�n, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
WAS New River Exchange AS4040
Permit No. SW8080206
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
3/13/2008
Original
Approval
10
1/31/2012
Modification
1.1
Reallocation of drainage and
impervious area; not formal
permit required
7/8/2013
Revised
1.2
6/15/2021
Renewal
2.0

Permit Number:
(to be provided by DWQ)
Drainage Area Number: /
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does j3doesnot 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 time and a
one-time fertilizer application.
Vegetation is too short or too
long.
Maintain v ht of
a a ri�tl
Form SW401-Wet Detention Basin O&M-Rev.4
JUN 2 6 20D
PagM of 4
gY:_

Permit Number:
(to be provided by DWQ)
Drainage Area Number: f
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.
IF ®F7
JUN 2 6 2M
Form SW401-Wet Detention Basin O&M-Rev.4 1 P 2 of 4
gy:_--

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 1
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs 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 6.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 40 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
1151
---------- I -
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
-ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 15.5
Pool
\ Sediment Removal Elevation 9.0 Volum,
Bottom Elevation
MAIN POND
EC IVF
JUN262013
age 3 of 4
1-ft
Storage

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:MCAS New River Exchange, AS 4040
BMP drainage area number:
Print name: Neal Paul
Title:Deputy Public Works Director
Address:1005 Michael Road, Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than SU% of
the lots have been sold and a resident of the subdivision has been named the president.
l� qQ VLhA .� , a Notary Public for the State of
County of �nV t J�� do hereby certify that
personally appeared before me this
day of k�and acknowledge the due execution of the
forgoing wet detention basin maintenance
seal,
KELLEY VANDECOEVER14GI
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAiiOLINA
SEAL
My commission expires �Y t
ECEO E
JUN 2 6 2013
B:
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

OICC MCI EAST
CAMP LEJEUNE, NC
2g13 JU?i f e ?1 2* 28
6
u
� e ,

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem;
How I will remediate theproblem;
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3
Page 1 of 4

m
RECEIVED
THE HASKE"LI_ OM?A"JY
FEB 2 7 2008
JACKSONVILLE. FLORIDA
HOME OFFICE

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future 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 al al 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.3 Page 2 of 4

RECEIVED
THE HASKELL COMPANY
FEB 2 7 2008
JACKSONVILLE, FLORIDA
HOME OFFICE

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 8.00 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 10.50 feet in the forebay, the sediment
shall be removed.
Sediment Removal
10_50 I
-----------------
BASIN DIAGRAM
ill in the blanks)
-ft Min.
Sediment
Storage
Permanent Pool Elevation 15.50
Pool
\ Sediment Removal Elevation 8.00 volum
----------------------- ------
Bottom Elevation 7.00 1 1-ft
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

RECEIVED
THE HASKELL COMPANY
FEB 2 7 2000
JACKSONVILLE, FLORIDA
HOME OFFICE

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:Exchange Renocation, MCAS New River
BMP drainage area number:
Print name:Carl Baker, Public Works Office of Marine Corm
Title:Deputy Public Works Officer
Address:1005 Micheal Rd, PSC Box 2004, Camp Lejuene, NC 28547
Date:_ a
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.
�()AAE / 1 e a Notary Public for the State of
I�D4 Fti �(� 1 B I v/►�a� County of _ OA s (Dt do hereby certify that
l._.(LV f�li KQ4 personally appeared before me this ar
day of — 00 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
-------------
AUCE A EONNETTE
Notary Public
Oralow County
State of North Carolina
filly Commission Expires Oct 23. 2010
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.3
Page 4 of 4

THE HAS!tELL OM?ANy
FEB 2 7 2008"
JACKSONViLLE', FLORIDA
, , HOME OFFICE
3TT3WOlJ A 331JA
*IIdu9 ViotON
ytnuoa wolan0
oM16100 nt11014 to stole
OIOT ,CC toO ts/lox3 nolulmmoD VM

UEMLH USE ONLY
Date Receed v
Fee Paid
Permit Number
517 -
wFwd9a 545=
I SLId agoao(o
NC DEQ Division of Energy, Mineral and Land
STATE STORMWATER
PERMIT RENEWAL APPLICATION
Resourc GENIE
MAY 543
FORM
BY
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 080206
2. Project name: Exchange Renovation, MCAS New River, NC Hight Density Proiect
3. Project street address:
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energv-
m i ne ral-land-resources/ene rgv-mineral-land-rules/stormwate r-prop ram/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/enerqv-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: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp L.ejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City:
6. Phone: [phone] Email: [e-mail]
ZIP :
MAY 17 2021
BY:_ b."
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/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:
HEB 1. A permit application processing fee of $505.00 payable to NCDEO.
HEB 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
I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
HEB' 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.
HEB 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.
HEB 5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
zc^ ,,.,
..lJw �' kN' 6� �•
1
MAY 17 2021 j
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMIIrTEE�S_ CE Tit IF�ATION
I, (/moo\h(,t'-�t�r�Jf (/�rAIJ ,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 p er forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ship. All inf rma 'on provided on this permit renewal application is, to the best of my
knowledge, corr t an mplete.
Signature: Date: Jf Z 1
NOTARIZATION:r
I, Env) 1V `7d� a Notary Public for the State of
RmAA Cia U6af County of 11\do hereby certify
that
personally appeared before me
this the q day of n(") , 20�11 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) ��`� \%JERs�,��
NOTARY`y
Notary Signature:
s&=�_
—7 n �O'• PUBI\G '?;
My commission expires l� `OZ� : ZS;•
v
MAY 17 2921
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

e
,
r
r: CS
�V
*„` o�J�G,", `, 6., ,
�(��d
moo•,
c
�
' J
�,• O SWP349 0 � i j �
t � S
• CWN.CLUn mwagePolnt Smmmvwer
Or
• SWlnlels
E"
'
CUN CLSmrmwateNoolyse9me5t
C WN.CL.Imoounomem_Slo mwate
�f
�
�� � fain' wN
Boa �•.r f.•� :7
/�
p
�
Ef« tvp` / / •9
�
MAY 17 21121
..
BY.
{{{GGG
rB
15 30 60 Yards

Permit No. lJ ��D�
(to be provided by DWG)
*n
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
.Joseph C: Avolis�PE
252-633-0068
45-Jun-13r-. ...:.. -.
1_
02 FWA7Fq�G
� G
a
IV DESIGN INFORMATION' ��' �'. age 1 ; a•t r� x
Site Characteristics
Drainage area .' 308,499'. f2
Impervious area, post -development - 222,663,ftx
%impervious 72.18 %
Design rainfall depth 1.5, in
Storage Volume: Non -SA Waters
Minimum volume required
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 pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pens. pool elevation)
Top of 10fl vegetated shelf elevation
Bottom of IOft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is (here additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
73,4011ff3
1. 1 OK, volume provided is equal to or in excess of volume required.
itt3
(Y or N)
37;In
=xc 0.70;(unilless)
0.70'(unitiess)
3.70'inmr OK
13.80 ft3tsec
14.30 fl3lsec
0.50 ft'Isec
18,M finsl
- 15.50'fmsl
-.;..15.501fmsl
16.K fmsl
15.00ifmsl
- '8.00'fmsl
7.00:fmsl
1.00 R
', (Y or N)
fmsl
FcF_1VE
r�, JUN 16 ,',,
Form SW401-Wet Detention Basin-Rev.9-4118)12 Parts I. 811. Design Summary. Page 1 of 2

Permit No.
(to be provided by DNO)
Il., DESIGN INFORMATION-.
Surface Areas
Area, temporary pool
`:s� ".; 28,398`ft,
Area REQUIRED, permanent pool
18,602 ft2
SAIDA ratio
'"'; " 6.031(unifless)
Area PROVIDED, permanent pool, A,,- o
, '; 20,068' ft OK
Area, bottom of 10ft vegetated shelf, Apr„ ,,
17,476 ft
Area, sediment cleanoul, top elevation (bottom of pond), A,„.,,,
' �-.�' 5,2518`
Volumes
Volume, temporary pool
- ;61;72P ft3 Insufficient. Volume does not agree with data previously entered. }Icff�
Volume, permanent pool, V. °,,,
79,07Z'fi3 u
Volume, forebay (sum of forebays if more than one fofebay)
' `" - 16,085: fit
Forebay %of permanent pool volume
20.3% °% OK
SAIDA Table Data
Design TSS removal
fi'� ^":
Coastal SAIDA Table Used?
;" `'r 'Y 1; 'p ' (Y or N)
MountainlPiedmont SAIDA Table Used?
';;°»;:-.� W: '. !(Y or N)
SAIDA rate
6.03 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
_
, ,,,-, N-.. -, .(Y or N)
Volume, permanent pool, Va,,,y„
79,077 ft'
Area provided, permanent pool, A._,,
20,068 fi
Average depth calculated
3.94 If
OK
Average depth used in SAIDA, d.„, (Round to nearest 0.511)
.ft
Calculation option 2 used? (See Figure 10-2b)
-, N - (Y or N)
Area provided, permanent pool, A,°,, °,,,
20,068 fl`
Area, bottom of 10ft vegetated shelf, A,,, ,h,n
17,476 ft
Area, sediment cleanout, top elevation (bottom of pond), A°,,,,,,,
5,251 ftt
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
7.00 it
Average depth calculated
it
Average depth used in SAIDA, dw, (Round to down to nearest 0.5ft)
it
Drawdown Calculations
Drawdown through orifice?
, r., Y :(Y or N)
Diameter of orifice (if circular)'.3.25;
in
Area of orifice (if -non -circular)
i112
Coefficient of discharge (Cu)
0.60 (unitless)
Driving head (H,)
0.83!.ft
Drawri through weir?
r' N., -i(Y or N)
Weir type
- 1(unitless)
Coefficient of discharge (C.)1(unitless)
Length of weir (L)
it
Driving head (H)
` jft
Pre -development 1-yr, 24-hr peak flow
13.61
Post -development 1-yr, 24-hr peak flow
0.0010sec
Storage volume discharge rate (through discharge orifice or weir)
t:,. y, 0.08ift3/sec
Storage volume drawdown time
"'
. 2.50'.. 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
E p�
Length of flowpath to width ratio
3i:1
OK
Length to width ratio
- 2.21:1
OK
JUN
Trash rack for overflow & onfice?
Y I (Y or N)
OK
lV 6 2U93
Freeboard provided
- .- 1.0ft
OK
Vegetated filter provided?
IN .,.{(Y or N)
OK
QV -
Recorded drainage easement provided?
Y I(Y or N)
OK
-
Capures all runoff at ultimate build -out?
'-: +:�', Y, `.. (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
'»"-3 t'
Form SW401-Wet Detention Basin-Rev.94118112 Parts 1.811. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLISTS 4
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
_�
Sheet No.
Si�� (
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 (ROM,
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
VLAW,
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
1
3. Section view of the wet detention basin (1" = 20' or larger) showing:
nIA�`
- Side slopes, 3:1 or lower,
l
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4A
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
SKI
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
PLA^6
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
A _ I
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
IJIA
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.9-4/18/12
E`l EIV
JUN 262013
Part III. RegRfy ed-hemsems Checkl�f 1

` - Permit No. sl_uq 7'Efp.to�6
Ito be provided by DWD)
Zap W ArEy�
AA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area
% impervious
Design rainfall depth
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
Top of shelf elevation
Temporary pool elevation
Volume and Surface Area Calculations
SAIDA ratio
Surface area at the bottom of shelf
Volume at the bottom of shelf
Permanent pool, surface area required
Permanent pool, surface area provided
Permanent pool volume
Average depth for SAIDA tables
Surface area at the top of shelf
Volume at the lop of shelf
313,156 ;ft'
220,133 Ift'
70.29483774 %
1.5 lin
39,145 —Ift'
73,401 ift'
,in
-
;(YorN)
3.7
'in
0.7
j(unitless)
' -0.7
1(unitless)
3.7
linfhr
1 13.8
Ift'/sec
I 14.3
Ift'/sec
0.4
ft'/sec
7.60 Ift
( 8.00 Ift
15.00 Ift
15.50 Ift
16.00 Ift
18.00 ift
6.40 ' ;(unitless)
17476.40 I fl'
69690.99 Ift'
19,013 Ift'
20,068 Ift'
79,077 Ift'
3.94048637 ft
22742.12 if?
89779.54 _ lft'
OK
Renovation, MCAS New River
Form SW401-Wet Detention Basin-Rev.3 Parts I. & II. Design Summary, Page 1 or 2

Permit No.
(to be provided by DINO)
Forebay volume
Forebay % of permanent pool volume
Temporary pool, surface area provided
Dtawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filler provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
% OK
[25
(days
0.08
Iftlis
13.84
lft'Is
0.00
Ifols
2.00
!in
90
1%
3
1:1
I. 10
I:1
10
Ift
3.12
!:1
2.2
:1
Y
(Y or N)
1
;8
N
I(YorN)
N
I(YorN)
Y
I(YorN)
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Design must be based on 90% TSS removal
Need a recorded drainage easement
OK
Form SW401 Met Detention Basin-Rev.3 Parts I. & II. Design Summary, Page 2 of 2

J ' "
Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
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
Initials Sheet No.
C-130 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,
- Recorded drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C-531 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
C-531 3. Section view of the dry detention basin (1" = 20' or larger) shoving:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
C-130 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
page 5 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
C-130 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
C-540 7. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
�p pages 6-13 8. The supporting calculations.
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
(/ NIA 10. A copy of the deed restriction.
Form SW401-Wet Detention Basin-Rev.1
Part III. Required Items Checklist, Page 1 or 1

` �• ... �:—� t-t. rya 3 ���u9 a �' ••Q Permit No. SW8 080206
91
Exchange Renovation,
Stormwater Permit No.
Onslow County
MCAS New River, NC
SW8 080206
Designer's Certification
I,%ArW (L2 Tp1t/�5 as a duly registered �lfG!/Z/��
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
6I? N - �� L IB
for �,fG l rzRl�f f�l I�G L� Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
/5.5D 7V / S. 3 Lv.
Signature
Registration Number
Date
�p�:oFrSS/�ti:
2 SEAL `•
031309
W. j0 i
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080206
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 outletLbypasa 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/laypesa structure.
8.
All slopes are grassed with permanent vegetation.
/g.
Vegetated slopes are no steeper than 3:1.
✓10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
__/_11.
The permitted amounts of surface area and/or volume have been
provided.
✓ 12.
Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
�14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
�15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Paae 7 of 7

4411 HASKELL Haskell Architects and Engineers tel [phone]
I II Riverside Avenue I fax [phone] Transmittal
Haskell Architects end Engineers Jacksonville, Florida 32202 1 w vvvthehaskellco.com
To: Ms. Jo Casmer DATE: February 18, 2009
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, North Carolina 28405
PROJECT: MCAS New River Exchange Renovations SUBJECT: Revised Designer's Certification
Jacksonville, North Carolina
6600703
We are sending you ® herewith the following documents on this project.
❑ under separate cover
NUMBER
COPIES
DRAWING
NUMBER
DATED
TITLE OR DESCRIPTION
PREPARED BY
1
2/18/09
Revised Signed and Sealed Designer's Certification
Haskell
C)MXVJM
FEB2 0 2009
BY
These documents are being submitted to you:
E For your use. ❑ Please sign and return both copies; one executed copy will be returned to you
❑ For estimating purposes. ❑ For your approval. Please return ( ) copies "APPROVED" or, "APPROVED AS NOTED".
❑ Approved. ❑ Due to revisions. Please acknowledge receipt, advising if these revisions will affect the
❑ Approved as noted. contract price.
❑ For
COPIES TO: Ms. Kally Gibbs Very truly yours,
Ms. Denise M. Ramsey HASKELL
Myra W/ Jdnes, RV., LEED AP
Senior Civil Enqin er

State Stormwater Management Systems
Permit No. SW8 080206
Exchange Renovation, MCAS New River, NC
Stormwater Permit No. SW8 080206
Onslow County
Designer's Certification
I, MYRA W. SoNr�,, as a duly registered Ftzpc gL &*Zoorff
in the State of North.Carolina, having been authorized to observe (periodically/weekly/
full time) the construction of the project,
CAMP izsVevg
for AmLre- IA)oRks oftzr or- M 9zVE eomSs (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used In the observation of the project
construction such that the construction was observed to be built within substantial
compliance and Intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registrath
Date
SEAL
,WAL
037309
� �1W
MAY 171011
BY
Page 6 of 7 ��

State Stormwater Management Systems
Permit No. SW8 080206
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.
LL15. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
✓ 7. Trash rack Is provided on the outletlbypess 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-
circulting of the system.
✓ 11'. The permitted amounts of surface area and/or volume have been
provided.
✓ 12. Required drawdown devices are correctly sized per the approved plans.
✓ 13, All required design depths are provided.
.✓14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
MAY 17 7021 .