SW8091111_CURRENT PERMIT_20210729

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8001I1\I
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 2x O'12 61
YYYYMMDD

l
ROY COOPER
Govelnar
DIONNE DELLhGATIT
Secretary
BRIAN WRENN
Director
July 29, 2021
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CA.ROLINA
EnvhonmeuatQuallty
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 091111
Courthouse Bay BEQ P1142
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 July 27, 2021. The Division is hereby notifying you that permit SW8 091111 has been renewed
on July 29, 2021, and shall be effective until February 20, 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 May 7, 2010 and most recently
revised on March 17, 2011 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 pemut, 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,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
®� A%Z North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7245
warn ruouxo ` v

State Stormwater Permit No. SW8 091111
Page 2 of 2
Enclosures:
DES/arcs:
cc:
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Pertmits & Projects\2009\091 III HD\2021 07 permit 091111
NCDEQ-DEMLR Wilmington Regional Office
D Ip ��� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215
a m w�ew®

State Stormwater Management Systems
Permit No. SW8 091111
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US Marine Corps Base, Camp Lejeune
Courthouse Bay BEQ, P-1142
Grace Street, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) infiltration basin with storage in a remote basin in
compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
collectively and separately referred to as the "stormwaterrules'� and 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 February 20, 2029, 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. Within the redevelopment portion of the project area, there is a total of 119,620 square feet of
existing impervious area. This project proposes a total of 96,773 square feet of impervious
area, as shown on the approved plans, which is a reduction of 22,847 square feet of
impervious area. Due to a portion of the proposed impervious area being located closer to the
surface water, the runoff from 33,859 square feet of impervious area will be collected and
treated in the infiltration basin. The remaining 62,914 square feet of impervious area will be
treated via sheet flow through vegetated areas prior to entering an existing ditch, which has
been found to be equal or better stormwater control than had previously existed.
3. 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 infiltration basin with storage in the
remote basin has been designed to handle the runoff from 267,686 square feet of impervious
area. This permit does not allocate any impervious area for future development.
4. This infiltration basin must be operated with a 50 foot vegetated filter, designed to pass the
peak flow from the 10 year storm in a diffuse and non -erosive manner.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 091111
5. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
6. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Under redevelopment guidelines, a 30 foot wide vegetated buffer must be provided adjacent to
surface waters measured perpendicular to and horizontally from, the normal pool of
impounded structures, the top of bank of streams and rivers, and the mean high water mark of
tidal waters.
8. The following design criteria have been permitted for the infiltration basin stormwater facility
and must be provided and maintained at design condition:
Storage Basin
1B
Infiltration Basin
1A
a. Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
5.01
218,218
None
3.55
154,578
None
b. Total Impervious Surfaces, ftz:
Onsite, ftz:
Offsite, ftz:
162,353
162,353
None
105,333
105,333
0
c. Design Storm, inches:
3.83
3.83
d. Basin Depth, ft:
4.25
3.3
e. Bottom Elevation, FMSL:
4.0 4.5 PPE
4.0
f. Bottom Surface Area, ftz:
8,148 at PPE
7,664
g. Storage/Bypass Weir Elevation, FMSL:
8.25
7.3
h. Storage/Bypass Weir Surface Area, ftz:
12,905
12,332
i. Permitted Storage Volume'
32,829
39,.335
j. Pump:
Operating Pump Range, gpm:
Pump Off, FMSL:
Pump On, FMSL:
Tsurumi NK-2 series
103
4.5
5.5
n/a
k. Type of Soil:
Murville
I. Expected Infiltration Rate, in/hr:
6.7
m. Seasonal High Water Table, FMSL
2.0
n. Time to Draw Down, days:
2.36
o. Receiving Stream/River Basin:
Courthouse Bay / White Oak
p. Stream Index Number:
19-36
c. Classification of Water Body:
"SA, HQW'
The infiltration basin, 1A, is sized to handle the runoff directly flowing into the basin
and the pump rate from the Storage Basin, 1 B
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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 091111
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 approved Operation
and Maintenance Plan 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 revegetation 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 bypass structure, infiltration media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. 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.
5. 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.
6. Records of maintenance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were taken.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
9. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
10. 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 091111
11. 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.
III. GENERAL CONDITIONS
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.
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;
6. 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.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
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. 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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 091111
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.
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 2H.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 29th day of July 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.�ria�ector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Courthouse Bay BEQ P1142
Permit No. SW8 091111
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
5/7/2010
Original
Approval
1.0
3/17/2011
Plan
Revision
1.1
7/29/2021
Renewal
2.0

Permit Numbef_'�W' Ul U i 1
e` (to be provided by DW ) .
Drainage Area Number: 5
Dry Extended 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 dry extended detention basin system is defined as the dry detention basin, outlet
structure, 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:
— The drainage area will be managed to reduce the sediment load to the dry
extended detention basin.
— Immediately after the dry extended detention basin is established, the vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the dry extended detention pond will be fertilized after the first
initial fertilization that is required to establish the vegetation.
— I will maintain the vegetation in and around the basin at a height of
approximately six inches.
— Once a year, a dam safety expert will inspect the embankment.
After the dry extended detention basin is established, it will be inspected once a quarter
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 will be kept in a known set
location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the dry
Areas of bare soil and/or
Regrade the soil if necessary to
extended detention
erosive gullies have formed.
remove the gully, and then plant a
basin
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Form SW401-Dry Detention O&M-Rev.3
FEB 2 4 2011
[BY -
Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
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
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
(see diagram below).
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
(see diagram below).
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Revegetate disturbed
areas immediately with sod
(preferred) or seed protected with
securely staked erosion mat.
Water is standing more than
Check outlet structure for clogging.
5 days after a storm event.
If it is a design issue, consult an
appropriate rofessional.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
-spray).
FEB 2 4 2011
Form SW401-Dry Detention O&M-Rev.3 Page 2 of 4

s
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
Grass cover is unhealthy or
Restore the health of the grass cover
eroding.
— consult a professional if necessary.
Signs of seepage on the
Consult a professional.
downstream face.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
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 basin depth reads 3_0 feet in the main pond, the sediment shall be removed.
When the basin depth reads >L feet in the forebay, the sediment shall be removed.
Sediment Removal
Bottom
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Sediment
Storage
Form SW40I-Dry Detention O&M-Rev.3
Temporary Pool Elevation (top of bank = 8.0)
Pool emP orar
Sediment Removal Elevation 5_0 Volumi
------------'--
Bottom Elevation
MAIN POND
RECENT,
FEB 2 4 2011
BY:
Page 3 of 4
25 %

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 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:Courthouse Bay P-1142
BMP drainage area number:
Print
Title:Deputy Public Works Officer
Address:Bldg 1005 Michael Rd, Camp Leicune, NC 28547
Date: - — f 91-1f
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, Sys V crt�!�o
a Notary Public for the State of
jVofA _ ('OI Ir\Cu , County of (V h SI OW , do hereby certify that ik
Co'f lI personally appeared before me this �g
day of nebCu O.a011 , and acknowledge the due execution of the
forgoing dry detention basin maintenance requirements. Witness my hand and official
seal, � �7Z&A�
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY
MY COMMISSION EXPIRES 5
SEAL
My commission expires 3 16
RECEIVED
Form SW401-Dry Detention O&M-Rev.3 FEB 2 4 2011
BY:
Page 4 of 4

Permit Number
(to be provided by DWQ)
Drainage Area Number:
Infiltration 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.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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 will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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 -rime fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
PUE,�rCF4iIVED
Form SW401-Infiltration Basin O&M-Rev.3 FEB 2 4 2011 Page I of 3
BY:

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
PC, C' FIVDD
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3
FEB 2 4 2011
3Y:

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:Courthouse Bay P-1142
BMP drainage area number:
Print name:Carl Baker
Title:Denuty Public Works Officer
Address:Bldg 1005 Michael Rd Camp Leieune NC 28547
Si
Date: a - / V—I 1
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.
l S cL, (J Of r 1 5 a Notary Public for the State of
D(� �CAttncty County of 1) A 51 do hereby certify that
C2 me 1 &X'e r personally appeared before me this
day ofF4 ("aLM NJ , O f I , and acknowledge the due execution of the
forgoing infiltration kasin maintenance requirements. Witness my hand and official seal,
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY,
MYCOMMISSIONEXPIRES 4IS
SEAL
My commission expires 02 D /5'
7BY:
C VED
B 2 4 2011
Form SW401-Infiltration Basin O&M-Rev.3
_---—
Page 3 of 3

Permit Number: 'SA01101/ /// /
(to be provided by�W )
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
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.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary. VE
Once a year, soil pH will be tested and lime will be added if ne s y'.
APR 14 2010
After the filter strip is established, it will be inspected quarterly and Ithin 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Co�t1 Cou
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

i
BMP element:
Potentialproblem:
How I will remediate theproblem:
The Swale and the level
The Swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
(if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
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.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
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.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
damage have occurred a�.eT
outlet. \'�
�+ j@ ,_ i ision of Water
qualify local Regio al Office, or the
°4010v 1�Unit t919-733-1786.
A
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

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: Courthouse Bay BEOs P-1142
BMP drainage area number:
Print
Title:Deputy Public Works Officer
Address:Bldg 1005 Michael Rd. Camp L6eune, NC 28547
Date: 9 —!0— 1(7
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, ta Notary Public for the State of
/WILGicY a County of do hereby certify that
'- G� personally appeared before me this 14
day of d and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal, & //, '�'
EALICE A BONNETTE
N010ry Public
nslow County
of North Carolina
ion Expires Oct 23, 2010
SEAL
My commission expires
� Y
APR � 4 2010
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

WA CowwInjou E.Ybµoa ocl S'3' SO10
21olo 01 WNW CotolN0
oua,om COMUTA
;golalA bnPlic
VFICE''I go"MUIE
y>•Qy'V��'S3"'CY

UtMLH UbE UNLY
Date
I E -r
Fee Paid
Permit Number
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 091111
2. Project name: Courthouse Bay BEQ's P-1142 Construction Contract# N62470-06-D-6002-X023 High
Density Commercial Infiltration Basin Proiect - SA Waters
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
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:Hdeg.nc.gov/about/divisions/energy-
mineral-land-resou rces/ene rgv-mineral-land-rules/stormwate r-prog 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/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: MCB Camp Leieune
.2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: [e-mail]
JUL 2 7 2021 tl'
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
f. 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).
httos://www.sosnc.gov/online services/search/bv title/ Business Registration
PM
JUL 2 7 2021 6
BY. L'
Stormwater Permit Renewal Application Form . Page 2 of 3 May 11, 2018

"D. PERM EE'S CERTIFICATION
I, � . La'�) 1.�— 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. iF infD mation provided on this permit renewal application is, to the best of my
knowledgeLparf2c i d compl�e.
Signature: Date: l b 2
NOTARIZATION:
UA. l V Q..y50r\ a Notary Public for the State of
NCA CaUbllLO , , County of Orl,low , do hereby certify
that 1',rJf_t A • Lcw � v personally appeared before me
this the !noo '� day of 20 21 , and acknowledge the due
forgoing instrument. Witness my hand and official seal,
�fFlg3�j��y' •' � ,
expires c�C AD;
W of. rI
JUL 2 7 2021
BY:_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

:/ r
s

_:!!�wera 9r/ri
w
n
? F WA rF
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I. PROJECT INFORMATION
Project name FY09 Courthouse Bay P-1142
Contact name Howard Resnik
Phone number
Date
Drainage area number
Type of BMP
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak Flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed biorelention cell?
To a mulched biorelention cell?
To a wetland?
To a filler strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
910-791-4441
March 31, 2010
1A
infiltration
1.19 cis
Do not complete this section
of the worksheel.
hz
Do not complete this section
of the worksheet.
hz
Do not complete this section
of the worksheet.
%
Do not complete this section
of the worksheet.
Do not complete this section
of the worksheet.
cfs
Do not complete this section
of the worksheet.
min
in/hr
Do not complete this section
of the worksheet.
cfs
Do not complete this section
of the worksheel.
n (Y or N)
n (Y or N)
in (Y or N)
y (Y or N) Please complete filter strip characterization below.
Width of grass
10.00
It
Width of dense ground cover
0.00
It
Width of wooded vegetation
0.00
it
Total width
10.00
it
Elevation at downslope base of level lip
4.20
fmsl
Elevation at top of bank of the receiving water
3.50
first
Slope (from level lip to to top of bank)
7.00
%
Are any draws present?
n
(Y or N) OK '
. 4 g010
ppR
Level Spreader Design
Forebay surface area
sq It No forebay is needed.
Feel of level lip needed per cfs
13
fycfsAnswer
'Y' to one of the following:
Length based on the 1 Will storm?
(Y or N)
Length based on the 10-yr storm?
(Y or N)
Length based on the BMP discharge rate?
(Y or N)
Design Flow
cfs
Is a bypass device provided?
(Y or N)
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip It
Ars level spreaders in series? (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
It
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
Cfs
Channel lining material
1 B 1
APR 1 A jt1t
Form SW401-1-evel Spreader, Fitter Strip, Restored Riparian auffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

5"4 O v 1 11I AregQc
y
o -r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
rroleci name
Contact name
Phone number
Date
Drainage area number
The purpose of the LS-VFS
Stormwater enters LS-VFS from
Type of VFS
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
LS-VFS Design
' it,
Do not complete this section of the form.
;rye
Do not complete this section of the forth.
%
Do not complete this section of the forth.
Do not complete this section of the forth.
cis
Do not complete this section of the torn.
min
Do not complete this section of the form.
irJhr
Do not complete this section of the form.
cis
Do not complete this section of the form.
Pick one:
,cts Uo not complete finis section of fine roam.
_ ;(Y or N) Do not complete this section of the form.
p
;cfs
11.41
Icfs
10
cfs
0.79
cfs
y
;(YorN)
Forebay surface area sq it
Depth of forebay at stormwater entry point - in
Depth of forebay at stormwater exit point I in
Feet of level lip needed per cts 10 ft/cfs
Computed minimum length of the level lip needed 8 ft
Length of level lip provided 10" 'It
No forebay is required.
Too deep.
Too deep.
Ten feet is the minimum level spreader length.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 V - L-'x V V1 " page 1 of 3
MAR 1 1 2011

1' Width of VFS
50
It
Elevation at downslope base of level lip
3.20
fmsl
Elevation at the end of the VFS that is farthest from the LS
3.00
fmsl
Slope (from level lip to the end of the VFS)
0.40
%
Are any draws present in the VFS?
n
(Y or N)
Is there a collector swale at the end of the VFS?
n
(Y or N)
Bypass System Design (if applicable)
Is a bypass system provided?
n (Y or N)
Is there an engineered flow splitting device?
(Y or N)
Dimensions of the channel (see diagram below):
M
It
B
It
w
It
y (flow depth for 10-year storm)
It
freeboard (during the 10-year storm)
It
Peak velocity in the channel during the 10-yr storm
ftfsec
Channel lining material
Pick one:
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Explanation of any "Other" responses above
R"
i H L
101,14
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item:
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
age or plan sheet number and any notes:
Cjg�- I1^:p
Form SW401-LS-VFS-29Nov2010-Rev.a I FEB 2 4 2011 1 page 2of3

i
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1' = 20' or larger) shoving: M'T �'
- Underdrain system (it applicable),
-Level lip,
- Upslope channel, and
- Downslope filter fabric. 1
4. Plan details of the flow splitting device and supporting calculations (if applicable). 0/A
5. A construction sequence that shows how the level spreader Will be protected from
sediment until the entire drainage area is stabilized. AA
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing N K
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8
fNIL
MMSy
CS—l1U
CS— (\0
Yh�T �1�csto� cpiv71XOL-
���NS uNcklQ�Nv�b iS" 1 Pt2aF'cs
FEB 2 4 2011
BY:
page 3 of 3

Permit No.
5>•,�3 0411Jl
(to be provided by DWO)
GAA
pF W ATE
O? OG
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR
401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I4P,ROJECTJNF,ORMATION
Project Name
Courthouse Bay Pd 142 - -
Contact Person
;PerryDavis,'PE r '.
Phone Number
1(910)383-1044 -
Date
jT10/201 T
Drainage Area Number
11(CombinedAreas#1A&#1.B)
I1ADESIGNiINFORMATION
Site Characteristics
'T-oTAL. SToRAcE-ft1$ JNFi�'cRATloii # 1A
Drainage area
—372.796.00 _ .tt' Z18,2t8 Sr- 154-, 5-18 5F
r267,686.00.
Impervious area
1 Ift2 t (02, 357, SF IoS, g33 sF
Percent impervious
0.72 % .
Design rainfall depth
+,1:50 ;in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1•yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
Form SW401-Infiltration Basin-Rev.4
- 3.83_'-
; in
t •-0.16,
' linmr
_.0:10' ..
in'/sec
I '0.00 .
!n'/sec
-0.10
n'/sec
...
n3
Ina
Tocvl tr
S�iR-h 6E 'W
32445.00
it'
t --.19,602.00
; n'
i •. 82,842.00
!it'
So, It 8 cF
63240.00
n'
38, Zct cF
72,164.00
In'
OK ,, 3S
1N1Fl0t`T10'-1 *iA
t2,5t� CIE-
A- cF
321 '12 Jr GF
24,4¢0 CF
3Z r S 2q C-F
Murville _
6.70- lin/hr
2.00 -fmsl
s cecznoE lVi B l nfFl�, RAT tce) 1�
2.30/0.32 idays & Og
.,•3.00. ;A OK
4 /4.0 'fmsl
8.25/7.3 `,fmsl
12905 /.12332'. ff2
8.75/8 ;fmsl
See Plans, ,n
See Plans ;n
Jilig-7532/7664.11ryz
F;Fr 7�'V]ED
MAR 1 1 2011
BY: _--J
#VALUE!
Pans I. & II. Design Summary, Page 1 of 2

'1\
Permit No.
(0 be provided by DWD)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow,
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
Form SW401-Infiltration Basin-Rev.4
2.00
ac•in
50.00
it
400.00
fl
50.00.
It
100.00
It
2.00
It
'2.00
it
..y.
(Y or N)
d
(YorN)
-- -y (YorN)
y
(Y or N)
Catch Basin
-
I -
MAR 1 1 2011
OK
OK
OK
OK
OK
OK
OK
OK
Need a recorded drainage easement
OK
OK
Pads I. & II. Design Summary, Page 2 of 2

Permit No-�W"�`(y
100-1
(to be provided by OWO)
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.
Mt I+ C9-1>4
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.
MTti CS�I01 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
MT lk CS-lo`\ 3. Section view of the infiltration basin (1' = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
MrtN C 11I GS 4. A table of elevations, areas, incremental volumes & accumulated volumes to verity the volume provided.
/ MILS RC 0R-i WAS INCWMC, W I Cgl G%NAL. �'12MLT SVt,�M lyTgL`
vj�! � /Ok
`` 5. A soils report that is based upon an actual field Investigation, soil borings, and infiltration tests. TKa
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
(\AT Irk NSA 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized. (.eqv.-r o'- t�t--J carurt2o� Ids
M"A lNC%-%J 7. The supporting calculations. Ugl+G�r, 3.1 ep�csr1_-) f^"DfF1a�toN,
MsL* INcu,oe!,) 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
W f A 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4
LFEB 2 4 20
BY: _-----
Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

State Stonrmter Management Systems
1.
Cot#rthouse Bay BEQs, P-1142
Storrnwaiter Permit No. S��yygg 091111
Conatnrction Contract # N62470-OB-M002-X023
bdslow Courdv
Designer's C000cation
1, as a duly registered RTC
State f Carolina, having been authortrstl to observe arlodleallyd
.tlmej the oonstrudlpn of the project,
for i" IC,*b, -��Projaa Owner) hereby state that, to the
best of my abilities, duo c&e and diligence was used in the observation of the project
construction tion such that the construction was observed to be built within substentlal
compliance and intent of the approved plans and specifications.
The cheddist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and ap&A- cRdon:
Signf
Regis
Date
(:i M
� ® aL
JUL 2 7 2011
Page 7 of 8

State Stormwater Management Systems
Permit No SM 091111
Certification Requirements:
1. The drainage area to the system contains approbmately the permitted
acreage,
2 The draingga area to the system contains no more than the permitted
t of bu*u on area. im j L
� to +
co� 3. All the built uppoon area associated with the- project Is graded such th the
runoff day the system. ap�l yt-I rpvpr�y.� ��
✓4. All roof dralris are located such that the runoff is directed into the system.
/5. The bypass structure weir elevation Is per the approved plan.
The bypass structure is located per the approved plans.
✓l A Trash Rack is provided on the bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
/10. The inlets are located per the approved plans and do not cause short-
circxiiting of the system.
�. The permitted amounts of surface area and/or volume have been
provided
—f2. All required design depths are provided.
✓ �3. All required parts of the system are provided.
✓f4.
The required system dimensions are provided per the approved plans,
dc: NCDENR-DWQ Regional Office
Page a of 8

Courthouse Bay BEQs, P-1142
Stormwater Permit No. SW8 091111
Construction Contract # N62470-06-D-6002-X023
Onslow Countv
Designer's Certification
State Stormwater Management Systems
hermit No. SW8 091111
5`
1, !!ez , as a duly registered 5;PWgM0*L 5-AW
State df Wirth Carolina, having been authorized to observe (periodically/ weeklWZU_
_time) the construction of the project,
(Project)
for i ilil%j 1�4C'I� ,`6► — '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:
Signs
Regi
Date
61"T
ECEIVE
MAR 2 8 2012
BY:
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 091111
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
�rr�ount of built -upon area. avjL y � Doer a*r--
3. All thhee built-uponnar at as ociated with the project is graded such that the
runoff the system. 1�bVJ g Vt7 T*1S
✓4. All roof drains are located such that the runoff is directed into the system.
✓5. The bypass structure weir elevation is per the approved plan.
6.
The bypass structure is located per the approved plans.
✓1. A Trash Rack is provided on the bypass structure.
All slopes are grassed with permanent vegetation.
,/ 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.
�1. The permitted amounts of surface area and/or volume have been
provided.
All required design depths are provided.
✓�3. All required parts of the system are provided.
✓14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Przfra-
�toD llriq<T* vl�n�
Page 8 of 8

State Stormwater Managemebq �1'5
nt Systems
/ Permit No. SW8 091111
Courthouse Bay BEQs, P-1142 /
Stormwater Permit No. SW8 091111
Construction Contract # N62470-06-D-6002-X023
Onslow Countv I
Designer's Certification
as a duly registered 5ew�mbiiw N�,,,,,
State f rth Carolina, having been authorized to observe (periodically/ weekly_
. tow ) the construction of the project,
for i�Vp Project Owner) hereby state that, to the
best of my abilities, due c r� a anddiligencewas 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:
Sign:
Regh
Date
SEAL
�qpR 2 0 2012
K=
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 091111
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 ��ZTPiQd�,0gPAwui
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system. aCK4 � puq�.s FbV its
✓4. All roof drains re located such that the runoff is directed into the system.
/5. The bypass structure weir elevation is per the approved plan.
6.
The bypass structure is located per the approved plans.
✓l A Trash Rack is provided on the bypass structure.
All slopes are grassed with permanent vegetation.
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.
All required design depths are provided.
✓�3. All required parts of the system are provided.
✓14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
i. Zia ,
%.
Page 8 of 8