SW8090810_CURRENT PERMIT_20210608

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 CA(i$10
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
IL 0 21 0`0 0 8
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
NORTH CAROLINA
Envvwrmentaf QuaW
June 8, 2021
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 090810
NAMTRA MARU Facility P-648
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 090810 has been renewed
on June 8, 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 September 9, 2009 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, Q�
C W40
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
AW�Kra
� / North Carolina Department of Environmental Quality I Division of Energy. NLneral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
rvaam cwm�rw
owm.rac.rr+mm� /`� 910.796.7215

State Stormwater Permit No. SW8 090810
Page 2 of 2
Enclosures:
DES/arcs:
cc:
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Permits & Projects\2009\090810 HD\2021 06 permit 090810
i
NCDEQ-DENCR Wilmington Regional Office
®,F �,� 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
�+rnn+cuuurw
910.796.7215

State Stormwater Management Systems
Permit No. SW8 090810
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
NAMTRA MARU Facility, P-648
Davis Street, Camp Lejeune, Onslow County
FOR THE
Construction, operation and maintenance of five (5) bio-retention basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter 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 December 30, 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. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 on page 2 of this permit. The stormwater control has been designed to
handle the runoff from 130,008 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans. There is no built -upon area allocated for the future development.
Additional BUA requires approval of a permit modification.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system.
Page 1 of 4

State Stormwater Management Systems
Permit No. SWB 090810
6. The following design criteria have been provided in the bio-retention basins and must be
maintained at design condition:
BA-1A
BA-1C
BA-2
BA-3
BA-4
a. Drainage Area, Onsite, ftz:
90,953
27,878
35,232
10,979
11,993
b. Total Impervious, ftz:
59,111
21,484
29,185
9,773
10,454
c. Design Storm, inches:
1
1
1
1
1
d. Basin Depth, feet:
1
1
1
1
1
e. Temporary Pool Elevation, fmsl:
12.13
15.09
18A9
15.99
16.07
f. Planting Elevation, fmsl:
11.13
14.09
17.49
14.99
15.07
g. Bottom Elevation, fmsl:
9.13
12.09
15.49
12.99
13.07
h. SHWT elevation, fmsl:
8.61
11
12.5
12.5
13
i. Permitted Storage Volume, ft3:
5,464
2,093
2,378
995
1,052
j. Required number of Plantings
Shrubs
Trees
125
116
9
48
68
3
55
156
6
23
61
3
24
74
3
. Receiving Stream/ River Basin
Stick Creek / White Oak
k. Stream Index Number
19-15
I. Classification of Water Body
SC,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.
The permittee shall at all time 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 re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
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.
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.
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.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 090810
7. 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.
8. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded 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.
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
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.
3. 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.
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 090810
4. 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,
5. 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.
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 8th day of June 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CW. fl �W
Brian Wrenn, Directo
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

Attachment C - Permitting History
Namtra Maru Facility P 648
Permit No. SW8 090810
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
9/4/2009
Original
Approval
10
6/8/2021
Renewal
2.0

Permit Number: u-s O0 O VZ5
(to be provided by DWQ)
Drainage Area Number:
Bioretention 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 operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material wiif NEVER be piled on the surtace of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it 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 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:
Potentialproblems:
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
bioretention cell
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.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or 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.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW401-Bioretention O&M-Rev.3

RECEIVED
SEP 0 Z7.009
BY:
BMP element:
Potentialproblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if'ilccded to
revent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
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.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has Floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
Form SW401-Bioretention O&M-Rev.3
Page 2 of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
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.
RECEIVJ��
SGp OA2009
BY:�-
Form SW401-Bioretention O&M-Rev.3 Page 3 Of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nome:P-648 NAMTRA MARU
BMP drainage area
Print
Titic:Deputy Public Works Officer Camp Lejeunc Marinc Corps Base '
Address:Blde 1005 Michael Road, MCB Camp Leieune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, /1//,e /mob"I�l �/- , a Notary Public for the State of
U/l�i �ro l« County of do hereby certify that
./ ' /�� `e
personally appeared before me this �
day of ,, and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
NO" AJbft
Or"W eounlp
$we of "M COO
SEAL
My commission expires o-e
Form SW401-Bioretention I&M-Rev. 2
SEP 6 2 2009
Page 4 of 4

I
osmaua+w sr M Oct 33, Solo
&440 04 VIDW catof"
ouvwM conulh
"WO, bnape
Wnct Y ?ONlisLif

Permit Number: ..?t_o Oy"�p'�)
(to be provided by DWQ)
Drainage Area Number:
Bioretention 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 operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it 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 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:
Potentialproblems:
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
bioretention cell
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.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or 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.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
=Page
Fomi SW401-Bioretention O&M-Rev.3 l of 4

BMP element:
The pretreatment area
vegetation
The bioretenfion cell:
soils and mulch
Flow is bypassing
pretreatment area and/or
gullies have formed.
Sediment has accumulated to
a depth greater than three
inches.
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
are aeaa, aiseaseo or
dying.
Tree stakes/wires are present
six months after planting.
Mulch is breaking down or
has floated away.
aous ano/ or muicn are
clogged with sediment.
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after grading.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
restabilize the pretreatment area.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand.
Prune according to best professional
practices.
Determine the source of the
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.
Remove tree stake/wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
An annual soil test shows that Dolomitic lime shall be applied as
PH has dropped or heavy recommended per the soil test and
metals have accumulated in toxic soils shall be removed,
the soil me, ia. disposed of properly and replaced
�r with new plantingmedia.
�cp 0
q 2�89
Form SW401-Bioretention O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
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.
Spp b S 2009
Form SW401-Bioretention O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
i acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-648 NAMTRA MARU
BMP drainage area number:
Print
Title:Deputy Public Works Officer Camp Leicune Marine Corps Basc
Address:Bldg 1005 Michael Road, MCB Camp Leicunc, NC 28547
Date: y -07— d 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, ' j L e 2D t1 !I e .H e, , a Notary Public for the State of
G., County of On $ /p0 , do hereby certify that
r / kf 1r personally appeared before me this
day of and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my han and official seal,
AKI'A IOWWM
NCtOryVWft
OMorr Counlr
SEAL
My commission
R ,CETVF U
E�sEP 0 2 2009
expires% �w�/� JBY._
�
Form SW401-Bioretention I&M-Rev. 2 Page 4 of 4

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ow+labpgl A

Permit Number: W 6�
(to be provided by DWQ)
Drainage Area Number:
Bioretention 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 operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVEI: be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will betaken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it 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 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:
Potentialproblems:
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
bioretention cell
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.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or 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.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
=BY:ge
Form SW401-Bioretention O&M-Rev.3 I of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
Flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
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.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
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.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has Floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
-remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
RECFY V J 'D
Form SW401-Bioretention O&M-Rev.3 S P P 6 on 2009 Page 2 of 4
BY:

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
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.
Form S W 401-Bioretention O&M-Rev.3
Page 3 of 4

Permit Number.
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-648 NAMTRA MARU
BMP drainage area
Print
Title:Deputy Public Works Officer Camp Lejcune Marine Corps Base -
Address:Bldg 1005 Michael Road, MCB Camp Lcjeune, NC 28547
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.
1, A ��/�.w � , a Notary Public for the State of
01-1PeI�ie1i,u , County of 6i�✓l /-/ , do hereby certify that
'e— personally appeared before me this �'/
day of Aand acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
A11CI A IONIGM
No" WWIo
M -- 0 County
fikft of Nam camom
SEAL G p 0 2 2009
My commission expires O'X? BY.
Form SW401-Bioretention I&M-Rev. 2 Page 4 of 4

-------------
iTT$L1MOD A 3011A
rnit03 woleno
an"Olazi MICH to 41013
0(oS As 170 MfQK3 nolulm:no7 M

Permit Number: Sto
(to be provided by DWQ)
Drainage Area Number:
Bioretention 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 operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material'. will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will betaken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it 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 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:
Potentialproblems:
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
bioretention cell
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.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or 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.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
I2EC11;IVED
s E p 0 3 2009
Form SW401-Bioretention O&M-Rev.3 BY: Page 1 of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
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.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
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.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
pH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
Form SW401-Bioretention O&M-Rev.3 P 2 2009 Page 2 of 4
BY:_-- ---- -

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
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.
�C —
SEP 0 2 2009
BY: ----
Form SW40 I -Bioretention O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-648 NAMTRA MARU
BMP drainage area number:
Print
Titie:Deputy Public Works Officer Camp Leicune Marine Corps Base
Address:Blde 1005 Michael Road, MCB Camp Lejeune, NC 28547
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, 4 `1 e e- &h h e �e nn a Notary Public for the State of
L , County of [Jn y I t-) eJ , do hereby certify that
1-� ke l^ personally appeared before me this
day of 15Yp , and acknowledge the due execution of the
forgoing bioretention maintenance requirements.
Witness my hand and official seal,
ALM A �Offpi}n
fbfpy PRbtk
OMow CWA*
Nate of ##am C=OW4
SEAL
My commission expires c�Zf &21�w
Form SW401-Bioretention I&M-Rev. 2
S F p 0 t,► 2009
BY'. -
Page 4 of 4

MA I C<C�Wtitsate jot Witt, C qt 3 30l0
aotMA bmi-
wtt! v i0t4w-us

Permit Number: SW o o D f
(to be provided by DWQ)
Drainage Area Number:
Bioretention 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 operation and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it 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 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:
Potentialproblems:
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
bioretention cell
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.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or 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.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
7BY:
CEIVED
P 0 2 2009
Form SW401-Bioretention O&M-Rev.3 Page l of 4

1
BMP element:
Potentialproblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
hies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
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.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
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,
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has Boated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
PH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media,
disposed of properly and replaced
with new planting media.
SFP 0 2 2009
Form SW401-Bioretention O&M-Rev.3 Paget of 4
BY:

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
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.
Form SW401-Bioretention O&M-Rev.3
1�ECEIVED
C F p 0 2 2009
BY:
Page 3 of 4

4. rn
Permit Number: U Q l �
(to e 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:P-648 NAMTRA MARU
BMP drainage area number:
Print name:Carl Baker
Title: Deputy Public Works Officer Camp Leieune Marine Corps Base '
Address:Blde 1005 Michael Road, MCB Camp Lejcune, NC 28547
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.
1, 11z a Notary Public for the State of
1p44 &Wll;w County of 6iVloA/ do hereby certify that
personally appeared before me this
day of and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness m hand and seal,
AUCS A IONKIR
Notary Pubtlo
Ororow County
State of Notch CdtoSno
SEAL
My commission expires
Form SW40 I -Bioretention I&M-Rev. 2
RECEtyP-"
SEp 0 9, 2009
BY:
Page 4 of 4

1, -
WA C1 A n{ou sntH:®e pci S?' Sala
24040 01 moup catUpuo
OV2101A COAU A
1 oictA tdta;ic
ditcs Y o0owsuf

AUG 2 5 2009
State Stormwater Permit # ,—�7ljolim&
Project Name P-648 Construct NAMTRA MARU Facility
Applies to Basin # BA-1A
The permittee shall be responsible for the following maintenance procedures regarding the
permitted bio-retention system.
The plant material will be watered every day for fourteen consecutive days, and after planting
has been completed.
AS NEEDED:
1. Treat all diseased trees, shrubs and vegetation.
2. Replace deficient, defective or rotted support stakes.
MONTHLY:
1. Inspect and repair any eroded areas.
2. Remulch any void areas.
TWICE A YEAR:
Remove and replace dead and/or untreatable diseased vegetation.
Replace support stakes as needed in the spring.
YEARLY
Apply a new layer of mulch in the spring. Remove the previous mulch layer before
applying a new layer.
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 DWO of any problems with the
system and prior to making any changes to the system or to the responsible parry.
Print name
Address
Phone:
Signature
Carl Baker Title -Camp Leieune Director of Public Works_
Note: For subdivision, the legally responsible party should not be a homeowners association or property
owner's association unless more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
he [/1 e-1
a Notary Public for the State of
Al County of 0me,tocJ do hereby
certify that r personally appeared before me
this the day of k 5 cL--F , and acknowledge the due
execution of the
foregoing instrumevnt. Witness my hand and official seal,
�I/4 SEAL
ifs OV 10 MICE r Public
My commission expires o`er o�U Notary PuDllc
Onslow County
$tate of North Coroul
Lmy Commiselon ExplM Oct

yyA CowimittlOu Exbttoa OCI 32' S010
2tO10 Ot 4totty C[ttOlttla
OUftO$A COnUtA
molath V1011C
VICE V BONNEuE

AUG 2 5 2009 I State Stormwater Permit #-7AK RQ9Q'M(2)
Project Name P-648 Construct NAMTRA MARU Facility
Applies to Basin # BA-1C
The permittee shall be responsible for the following maintenance procedures regarding the
permitted bio-retention system.
The plant material will be watered every day for fourteen consecutive days, and after planting
has been completed.
AS NEEDED:
2. Treat all diseased trees, shrubs and vegetation.
u ----2. Replace deficient, defective or rotted support stakes: - ~ c
MONTHLY:
3. Inspect and repair any eroded areas.
4. Remulch any void areas.
TWICE A YEAR:
3. Remove and replace dead and/or untreatable diseased vegetation.
4. Replace support stakes as needed in the spring.
YEARLY
2. Apply a new layer of mulch in the spring. Remove the previous mulch layer before
applying a new layer.
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 and prior to making any changes to the system or to the responsible party.
Print name Carl Baker Title Camp Leieune Director of Public Works
Address 1005 Mi-28 ael Road MCB Cam Le'eune NC 28542
Phone: 910 8 Fax:
Signature Date e'o;t".2
Note: For subdivision, the legally responsible party should not be a homeowners association or property
owner's association unless more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
a Notary Public for the State of
��✓� o County of do hereby
certify that &o !4r personally appeared before me
this the ay ofzZie and acknowledge the due
execution of theforegoing instalment. Witness my hand and official seal,
�d
MICE A BONNETTt:
Notary "tic
My commission expires t�
omlow County i
Stateof noAn Carolina
Colllntbilon Expires Oct 23, 2016

v4t COwwlalou pbl, oci 59 n.
21oio o{ NOUV , ,;oliuo
OUDIOM conu,X
WOiOiA ytplti.
VfIC@ V YOt*.tt."

AUG ^ 5 2009 I
State Stormwater Permit # �t}S�Li�1 o%lc�
Project Name P-648 Construct NAMTRA MARU Facility
Applies to Basin # BA-2
The permittee shall be responsible for the following maintenance procedures regarding the
permitted bio-retention system.
The plant material will be watered every day for fourteen consecutive days, and after planting
has been completed.
AS NEEDED:
3. Treat all diseased trees, shrubs and vegetation.
2. Replace deficient;"defective or rotted'support stakes.
MONTHLY:
5. Inspect and repair any eroded areas.
6. Remulch any void areas.
TWICE A YEAR:
5. Remove and replace dead and/or untreatable diseased vegetation.
6. Replace support stakes as needed in the spring.
YEARLY
3. Apply a new layer of mulch in the spring. Remove the previous mulch layer before
applying a new layer.
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 DWO of any problems with the
system and prior to making any changes to the system or to the responsible party.
Print name
Address
Phone:
Signature
Carl Baker Title. Camp Leieune Director of Public Works_
Note: For subdivision, the legally responsible party should not be a homeowners association or property
owner's association unless more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
I, C� //-� , a Notary Public for the State of
6 -G,1� , County of do hereby
certify that �, /' A) / personally appeared before me
this the 5�� day of and acknowledge the due
execution offtthe
Cforegoing in trument. Witness my hand and official seal,
My commission expires c1.7 &?Vc;�/O
ALLICE A EONNETtE
Notary Public
Onslow County
State of North Carolina
Amy Corrimlwlwl Expires Oct 23, 2010

I
CowwRllWlEztIte/ Ooi ST solo
Vale of KauV catollua
Oullam CanulA
NOIatA anpllc
MICE v IOWEUE

AUG ^ 5 2000 State Stormwater Permit #
Project Name P-648 Construct NAMTRA MARU Facility
Applies to Basin # BA-3
The permittee shall be responsible for the following maintenance procedures regarding the
permitted bio-retention system.
The plant material will be watered every day for fourteen consecutive days, and after planting
has been completed.
AS NEEDED:
4. Treat all diseased trees, shrubs and vegetation.
2 'Replace deficient, defective or rotted support stakes.
MONTHLY:
7. Inspect and repair any eroded areas.
8. Remulch any void areas.
TWICE A YEAR:
7. Remove and replace dead and/or untreatable diseased vegetation.
8. Replace support stakes as needed in the spring.
YEARLY
4. Apply a new layer of mulch in the spring. Remove the previous mulch layer before
applying a new layer.
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 and prior to making any changes to the system or to the responsible party.
Print name Carl Baker Title Camp Leieune Director of Public Works
Address 1005 Michael Road MCB Camp Le'eune NC 28542
Phone: [phone] a 0 Fax:
Signature Date
Note: For subdivision, the legally responsible party should not be a homeowners association or property
owner's association unless more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
a Notary Public for the State of
o ° , County of U"✓A-) do hereby
certify that ./ &44 personally appeared before me
this the day of may, and acknowledge the due
execution, of the foregoing instrdiment. Witness my hand and official seal,
"emu SEAL
ALICE A BONNEitE
My commission expires Notary public
On$IOW County
Stara of Notts Carolina

0
21010 of No+W Catolluo
ouxto>w Cor*up1
OOMIA ynp;.r
Iona V somilIt"

j}� ,1 utn:e4�mes �+ ss+nA
,AUG A 5 2009 State Stormwater Permit # .So'A_i'X i�lc
Project Name P-648 Construct NAMTRA MARU Facility
Applies to Basin # BA-4
The permittee shall be responsible for the following maintenance procedures regarding the
permitted bio-retention system.
The plant material will be watered every day for fourteen consecutive days, and after planting
has been completed.
AS NEEDED:
5. Treat all diseased trees, shrubs and vegetation.
2. Replace deficient, defective or rotted support stakes.
MONTHLY:
9. Inspect and repair any eroded areas.
10. Remulch any void areas.
TWICE A YEAR:
9. Remove and replace dead and/or untreatable diseased vegetation.
10. Replace support stakes as needed in the spring.
YEARLY
Apply a new layer of mulch in the spring. Remove the previous mulch layer before
applying a new layer.
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 and prior to making any changes to the system or to the responsible party.
Print name
Address
Phone:
Signature
Carl Baker Title Camp Leieune Director of Public Works
Note: For subdivision, the legally responsible party should not be a homeowners association or property
owner's association unless more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
County of
certify that/ l
this the day of
a, Notary Public for the State of
do hereby
personally appeared before me
r4b& , and acknowledge the due
execution of the oregoing insfrument. Witness my hand and official seal,
My commission expires �3 U/cfil�

Permit Number: 90 U N
(to be provided by DWO)
`'r WA7F4\
NCDENR
°�C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
P-648 NAMTRA MARU
Contact name
Michael D. Hess
Phone number
757A90-9264
Date
August 26, 2009
Drainage area number
BA-1A
II. DESIGN INFORMATION
Site Characteristics
Drainage area
90,953 ft'
Impervious area
59,111 it,
Percent impervious
65.00/ %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
N.A. in
1-yr, 24-hr intensity
N.A. irVhr
Pre -development 1-yr, 24-hr peak flow
N.A. ft'/sec
Post -development 1-yr, 24-hr peak flow
N.A. ft'/sec
Pre/Post 1-yr, 24-hr peak control
#VALUE! ft'/sec
Storage Volume: Non -SA Waters
Minimum volume required
4,813.0 ft'
Volume provided
5,464.0 N' OK
Storage Volume: SA Waters
1.5' runoff volume
N.A. It' _
Pre -development 1-yr, 24-hr runoff
N.A. h'
Post -development 1-yr, 24-hr runoff
N.A. ft' -
Minimum volume required
#VALUE! It'
Volume provided
N.A. ft' 4VALUE!
Cell Dimensions
Fondling depth of water
12 inches
OK
-
Fonding depth of water
1.00 ft
Surface area of the top of the biorelention cell
5,464.0 fl'
OK
Length:
125 N
OK
Width:
49 ft
OK
-or- Radius
It
Media and Soils Summary
Drawdown time, ponded volume
3.72 hr
OK
Drawdown time, to 24 inches below surface
15.3 hr
OK
Drawdown time, total:
19.02 hr
In -situ soil:
Soil permeability
2.00 iNhr
OK
�Q
Lj
Planting media soil:
Soil permeability
2.50 irdhr
OK
Lvittw $Aoq -
Soil composition
• Sand (by weight)
88%
OK
% Fines (by weight)
8%
OK
• Organic (by weight)
4%
OK
Total: 100%
Forth SW401-Biomtention-Rev.8
July 30, 2009
Pads I and II. Design Summary, Page 1 of 3 :,

Permit Number: 6I1�
fro be provided by DWQ)
Phosphorus Index (P-Index) of media 20 (unit ess) OK
SEP 0 2 2009
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and 1L Design Summary, Page 2 of 3

Permit Number r1 `'l)
(to be provided by DWO)
Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y'to only one of the two following
questions):
Is this a grassed cell?
1s this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See BMP
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and the
bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the bioretention
cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if SA
waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access to a
.public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in the
future?
Are the slopes draining to the bioretention cell greater than 200/6?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(81nches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
12.13 frost
N (Y or N)
Y (Y or N)
11.13 fmsl
3 inches
9.13 fmsl
2 ff
1 1s a
Insufficient media depth
OK
N (Y or N) The permeability of the planting media is greater than the permeability
of the in -situ soil. Must have method for draining cell.
N.A.
N.A.
Oft
8 frost
8.64 fmsl
-0.61 ff
N (Y or N)
N.A. fmsl
#VALUE! ft
3
3
0
OK
Insufficient factor of safety.
Insufficient distance to SHWT.
OK
Y (Y or N) OK
#VALUE!
N (Y or N) Excess volume must pass through filter.
N.A.
(Y or N)
Enter Data
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
N
(Y or N)
Insufficient ROW location.
4.56 fUsec
Insufficient inlet velocity unless energy dissipating devices are being
used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
OK
X SEP 0 2 2009
Form SW401-8iuretention-Rev.9
July 30, 2009
Parts I and II. Design Summary, Page 3 of 3

Permit No:`�+-{'"�/ V
_ (to asass -d by Dwo)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submlttal package will
result in a request for additional lnformadon. This will delay final review and approval of the project Initial In the space provided to
Indicate the following design requirements have been met It the applicant has designated an agent, the agent may Initial below. If
requirement has not been met, attach jusdOcallon
Page/ Plan
nIniitiiaal�
Sheet No.
r i
I. Plans 0 - 50' or larger) of the entire site showing:
- Design at ultimate buildaut
40Y=4U3
- Off -site drainage (if applicable),
- Delineated drainage begins (include RaOonal C coefficient per basin),
x, zz Ll 1
. Cell dimensions,
A/ A,
- Pretreatment system,
H0I-403
- High now bypass system,
N�
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
rl�l-4U3
- Clean out pipe locations,
_Ai
Overt axdevice, and
Boundaries of drainage easement.
r ESL
2. Plan details (1' = 30' or larger) for the bioelentron cell showing:
803
-Call dimensions
AIA
• Pretreatment system,
804
• High flow bypass system, '
NA
Maintenance access,
Recorded drainage easement and public right of way (ROM,
cab' 3' x�y
• Design at ultimate build -out
Off -site drainage (it applicable),
Clean out pipe locations,
S 04
•Overflow device, and
_�
�l03
• Boundaries of drainage easement -
-Indicate the P-Index between 10 and 30
MMD1�
q03
3. Section view ofthe bioetentioncell (1'=20'orlarger) showing:
.Side slopes, 3:1 or lower
- Underdrain system (if applicable), and
- Bioretention cell layers [ground level and slope, pre-treatment, pending depth, mulch depth, fill media
depth, washed sand, filter fabric (or choldng stone if appllcabe), 957 stone, underdrams (If applicable),
SHWT level(s), and wedlow structure]
n
MD H
rapnnne _
4. A soils report that is based upon an actual field investigation, sell borings, and infiltration tests. The
Lo_a t�;/, n
(mulls of the sons report must be verified in the field by DWO, by completing & submitting the soils
R epo't
Investigation request form. County soil maps are not an acceptable source of soils Information. All
I+-
elevations shalt be in feet mean sea level @nsl). Results of soils tests of both the fill sell and the in
C---a03
sltu soil must Include:
a-
- Sall permeability,
AyD1Prvt+;i'VC
-Soil composition (% sand, % fines, %organic), and
-P-index.
70y
�rJn
U01
S. A detailed planting plan (1'=2Vor larger) prepared by a qualified individual showing:
- A variety of suitable species.
Sizes, spacing and lacatiols of Plantings,
- Total quantity of each type of plant specified,
- A planing detail,
The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
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.
M fi
7. A consWcllon sequence that shows haw the bloetenan cell will be protected from sediment unfit the
endre drainage area Is stabilized.
_
IGs
B. The suppagng calculations (Including underdram calculations. If applicable).
9. A copy of the signed and notarized Inspection and malnlenance (I&M) agreement.
,
`��L
z14ue-T.
'
S E P
/ r L
10. A copy of the deed restriction.
Foal SW<el-Blorelaaa d-Rov.7
Part III, Page 1 or 1

i
i
G IA
NCDENR
Permit Number: sunoo�2� I
(to be provided by DWO)
0? WAzl
TpgOG
N
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL 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
IL PROJECT INFORMATION
Project name
P-648 NAMTRA MARU
Contact name
Michael D. Hess
Phone number
757.490-9264
Date
August 26, 2009
Drainage area number
BA-1C
II. DESIGN INFORMATION
Site Characteristics
Drainage area
27,878 ft'
Impervious area
21,484 f'
Percent impervious
77.1%
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
N.A. in
1-yr, 24-hr intensity
N.A. Whir
Pre -development 1-yr, 24-hr peak flow
N.A. ft'/sec
Post -development 1-yr, 24-hr peak flow
N.A. rya/sec
Pre/Post 1-yr, 24-hr peak control
#VALUE! ft3/sec
Storage Volume: Non -SA Waters
-
Minimum volume required
1,727.0 h'
Volume provided
2,093.0 fts
OK
Storage Volume: SA Waters
1.5'runoff volume
N.A. ff'
Pre -development 1-yr, 24-hr runoff
N.A. ff'
Post -development 1-yr, 24-hr runoff
N.A. ff'
Minimum volume required
#VALUE! ff'
Volume provided
N.A. ff'
#VALUE!
Cell Dimensions
Pending depth of water
12 inches
OK
Pending depth of water
1.00 it
Surface area of the top of the biorelention cell
2,093.0 ry'
OK
Length:
66 ff
OK
Width:
331
OK
-or- Radius
ff
Media and Soils Summary
Drawdown time, ponded volume
3.88 hr
OK
Drawdown time, to 24 inches below surface
13.47 hr
OK
Drawdown time, total:
17.35 hr
In -situ soil..
Soil permeability
2.00 imhr
OK
Planting media soil:
Soil permeability
2.50 in/hr
OK
Soil composition
SFp 0 2 2009
• Sand (by weight)
88%
OK I
• Fines (by weight)
8%
OK
• Organic (by weight)
4%
OK
Total: 100°/n
Form SW401-Biorelention-Rev.8
July 30, 2009
Parts I and 11. Design Summery, Page 1 of 3 -

Permit Numbe(.%0 U
(to be provided by OWO)
Phosphorus Index (P-Index) of media 20 (unitless) OK
SEP ©`L 2009
Form SW401-Bioretenlion-Rev.8
July 30, 2009 Pans I and 11. Design Summary, Page 2 of 3

Permit Numberr, :�
(to be provided by DWO)
i
Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer Y' to only one of the two following
questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See BMP
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and the
bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the bioretention
cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if SA
waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access to a
public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in the
future?
Are the slopes draining to the bioretention cell greater than 20'/9
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 It of grass)
Grassed swale
Forebsy,
Other
15.09 final
N (Y or N)
Y (Y or N)
14.09 first
3 inches
12.09 first
2ff
5.59 It
Insufficient media depth
OK
N (Y or N) The permeability of the planting media is greater than the permeability
of the in -situ soil. Must have method for draining cell.
N.A. OK
N.A. Insufficient factor of safety.
0 ft
6.5 fmsl
11 fmsl
4.5 ff
(Y or N)
fmsl
14.09 fl
2
3
0
Insufficient distance to SHWT.
OK
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
N.A. ff
N.A. (Y or N) Enter Data
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
N (Y or N) Insufficient ROW location.
WA f /sec Insufficient inlet velocity unless energy dissipating devices are being
used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
OK
X �Ep 0 2 2009
i SW401-Bioretention-Rasa
July 30, 2009 Parts I and 11. Design Summary, Page 3 of 3

Permit Number::-/�XA))n 1 �
(to be provided by DWO)
W ATf;g
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name P-648 NAMTRA MARU
Contact name Michael D. Hess
Phone number 757.490.9264
Date August 26, 2009
Drainage area number BA-2
II: DESIGN INFORMATION
Site Characteristics
Drainage area
35,232 ff
Impervious area
29,185 ft'
Percent impervious
82.8%
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
N.A. in
1-yr, 24-hr intensity
N.A. iruhr
Pre -development 1-yr, 24-hr peak flow
N.A. ff'/sec
Post -development 1-yr, 24-hr peak flow
N.A. ft'/sec
Pre/Post 1-yr, 24-hr peak control
#VALUE! ft'/sec
Storage Volume: Non -SA Waters
Minimum volume required
2,334.0 Fla
Volume provided
2,378.0 ft' OK
Storage Volume: SA Waters
1.5' runoff volume
N.A. ft'
Pre -development 1-yr, 24-hr runoff
N.A. ft'
Post -development 1-yr, 24-hr runoff
N.A. it'
Minimum volume required
#VALUE! ft'
Volume provided
N.A. ft' #VALUE!
Cell Dimensions
Pending depth of water
12 inches
OK
Pending depth of water
1.00 ft
Surface area of the top of the bioretention cell
2,378.0 ft"
OK
Length:
80 ft
OK
Width:
36 it
OK
-or- Radius
If
Media and Soils Summary
Drawdown time, ponded volume
3.95 hr
OK
Drawdown time, to 24 inches below surface
12.85 hr
OK
Drawdown time, total:
16.8 hr
In -situ soil:
Soil permeability
2.00 irdhr
OK
Planting media soil:
Soil permeability
2.50 irVhr
OK
Soil composition
0 2 2009
• Sand (by weight)
88%
OK SEP
• Fines (by weight)
81/0
OK
• Organic (by weight)
4%
OK
Total: 1000%
Form SW401-Bioretention-Rev.a
July 30, 2009
Parts I and II. Design Summary, Page 1 of 3

Permit Numher.�TO� 1 V
(ro a provided by DWO)
Phosphorus Index (P-Index) of media 20 (unitless) OK
SR p 0 `62 2009
Farm SW401-131wetention-Rev e
July 30, 2009 Parts I and 11. Design Summary, Page 2 of 3

Permit Numb (l v)%I v
(to be pmvided by DWO)
Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer'Y' to only one of the two following
questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See BMP
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and the
bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the bioretention
cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flown
Is the BMP located at least 30 feet from surface waters (50 feet if SA
waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access to a
public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in the
future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
(Winches gravel followed by 3-5 it of grass)
Grassed swale
Forebay
Other
18.49 fmsl
N (Y or N)
Y (Y or N)
17.49 fmsl
3 inches
15.49 fmsl
Oe
J./411
Insufficient media depth
OK
N (Y of N) The permeability of the planting media is greater than the permeability
of the in -situ soil. Must have method for draining cell.
N.A. OK
N.A. Insufficient factor of safety.
0 ft
11.75 fmsl
12.5 tri
-0.751f Insufficient distance to SHWT.
(Y or N)
_fmsl
17.49 ft
3
3
0 OK
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
N.M. 11
N.A. (Y or N) Enter Data
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
N (Y or N)
Insufficient ROW location.
N/A ft sec Insufficient inlet velocity unless energy dissipating devices are being
used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
OK
x SE.P 0 2 2009
Form SW401-Biorelention-Rev.8
July 30, 2009
Parts I and II. Design Summary, Page 3 of 3

Permit Number:�I V o 6 V
(to be prowled by DWO)
Q'0p WATFgOG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name P-648 NAMTRA MARU
Contact name Michael D. Hess
Phone number 757490-9264
Date August26,2009
Drainage area number BA 3
II. DESIGN INFORMATION
Site Characteristics
Drainage area
10,979 f?
Impervious area
9,773 f"
Percent impervious
89.01/6
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
N.A. in
1-yr, 24-hr intensity
N.A. in/hr
Pre -development 1-yr, 24-hr peak flow
N.A. ff'/sec
Post -development 1-yr, 24-hr peak flow
N.A. ff'/sec
Pre/Post 1-yr, 24-hr peak control
#VALUE! ff'/sec
Storage Volume: Non -SA Waters
Minimum volume required
778.0 it'
Volume provided
995.0 it, OK
Storage Volume: SA Waters
1.5' runoff volume
N.A. it'
Pre -development 1-yr, 24-hr runoff
N.A. it'
Post -development 1-yr, 24-hr runoff
N.A. it'
Minimum volume required
#VALUE! it'
Volume provided
N.A. it' #VALUE!
Cell Dimensions
Pending depth of water
12 inches
OK
Ponding depth of water
1.00 it
Surface area of the top of the bioretention cell
995.0 ff
OK
Length:
32 it
OK
Width:
30 it
OK
-or- Radius
it
Media and Soils Summary
Drawdown time, ponded volume
3.71 hr
OK
Drawdown time, to 24 inches below surface
15.45 hr
OK
Drawdown time, total:
19.16 hr
In -situ soil..
Soil permeability
3.00 imhr
OK
Planting media soil.
Soil permeability
2.50 in/hr
OK
Soil composition
• Sand (by weight)
880/0
OK SEP U 2 2009
• Fines (by weight)
8%
OK
°/ Organic (by weight)
4'/n
OK
Total: 100%
Form SW401-13ioretention-Rev.8
July 30, 2009
Parts I and II. Design Summary, Page 1 of 3

Permit Number: /v Q �1r �
(to be provided by OWO)
Phosphorus Index (P-Index) of media 20 (unitless) OK
SEP ® 2 2009
Form SW401-eioretention-Rev.8
July 30, 2009 Parts I and It. Design Summary, Page 2 of 3

Permit Number: O o v O ii�ii
(to be pravidec by OWOJ
"Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y" to only one of the two following
questions):
Is this a grassed cell?
Is this a cell with Ireeslshmbs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See BMP
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and the
bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the bioretention
cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flown
Is the BMP located at least 30 feet from surface waters (50 feet if SA
waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access to a
public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in the
future?
Are the slopes draining to the bioretention cell greater than 2T/6?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3.5 it of grass)
Grassed Swale
Forebay
Other
15.99 fri l
N (Y or N)
Y (Y or N) Insufficient media depth
14.99 fmsl
3 inches OK
12.99 fmsl
2tt
In
N (Y or N)
N.A.
OK
N.A.
Insufficient factor of safety.
Ott
11.99 fmsl
12.5 fmsl
-0.51 it
Insufficient distance to SHWT.
(Y or N)
_fmsl
14.99 it
2
3
0 OK
Y (Y or N) OK
N (Y or N) Excess volume must pass through filter.
rv.H. n
N.A.
(Y or N)
Enter Data
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
N
(Y or N)
Insufficient ROW location.
f/sec
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
a
OK
SEP 0 2 2009
Form SW401-Bioretention-Rai
July 30, 2009
Parts I and 11. Design Summary, Page 3 of 3

Permit Number:
*
10
(to be provided byOWO)
A�f+
e=ep WATpgeL
C
NC ENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL 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.
I.; PROJECT INFORMATION
Project name
P-648 NAMTRA MARU
Contact name
Michael D. Hess
Phone number
757-490-9264
Date
August 26, 2009
Drainage area number
BA-4
II. DESIGN INFORMATION
Site Characteristics
Drainage area
11,993 ff
Impervious area
10,454 ft"
Percent impervious
87.2%
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
N (Y or N)
1-yr, 24-hr runoff depth
N.A. in
1-yr, 24-hr intensity
N.A. in/hr
Pre -development 1-yr, 24-hr peak flow
N.A. ft�/sec
Post -development 1-yr, 24-hr peak flow
N.A. ft3/sec
Pre/Post 1-yr, 24-hr peak control
#VALUE! ff3/sec
'
Storage Volume: Non -SA Waters
Minimum volume required
834.0 ft'
Volume provided
1,052.0 ft'
OK
Storage Volume: SA Waters
1.5' runoff volume
N.A. ft'
Pre -development 1-yr, 24-hr runoff
N.A. ft'
Post -development 1-yr, 24-hr runoff
N.A. ft'
Minimum volume required
#VALUE! ft'
Volume provided
N.A. ft'
#VALUE!
Cell Dimensions
'
Pending depth of water
12 inches
OK
Pending depth of water
1.00 It
Surface area of the top of the bioretention cell
1,052.0 ff'
OK
Length:
59 It
OK
Width:
27It
OK
-or- Radius
It
Media and Soils Summary
Drawdown time, ponded volume
3.56 hr
OK
Drawdown time, to 24 inches below surface
10.16 hr
OK
Drawdown time, total:
13.72 hr
In -situ soil:
Soil permeability
3.00 irdhr
OK
Planting media soil:
Soil permeability
2.50 irdhr
OK
Soil composition
% Sand (by weight)
88%
OK
Fines (by weight)
8%
OK Q Z Z0�9
SEP
Organic (by weight)
4%
OK
Total: 100'/a
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 1 of 3

Permit Number U" a &I
O" 'provided by DWO)
Phosphorus Index (P-Index) of media
20 (unitless) OK
SEP 0 2 2009
Form SW401-Bioretention-Fev.8
July 30, 2009 Parts I and 11. Design Summary, Page 2 of 3

Permit Number: UO U`\
(to be provided by DWO)
Basin Elevations
Temporary pool elevation
1607.00 fmsl
Type of bioretention cell (answer Y' to only one of the two fallowing
questions):
Is this a grassed cell?
N
(Y or N)
Is this a cell with trees/shrubs?
Y
(Y or N)
Insufficient media depth
Planting elevation (top of the mulch or grass sod layer)
15.07 fmsl
Depth of mulch
3 inches
OK
Bottom of the planting media soil
13.07 first
Planting media depth
2 ft
Depth of washed sand below planting media soil
1 It
Are underdrains being installed?
N
(Y or N)
How many clean out pipes are being installed?
N.A.
OK
What factor of safety is used for sizing the underdrains? (See BMP
N.A.
Insufficient factor of safety.
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and the
0 ft
bottom of the cell to account for underdrains
Bottom of the cell required
12.07 fmsl
SHWT elevation
13 fmsl
Distance from bottom to SHWT
-0.93 ft
Insufficient distance to SHWT.
Internal Water Storage Zone (IWS)
Does the design include IWS
(Y or N)
Elevation of the top of the upturned elbow
fmsl
Separation of tWS and Surface
15.07 ft
Planting Plan
r
13
Number of tree species
2
IbSy�a�
Number of shrub species
3D
Number of herbaceous groundcover species
0
OK
Additional Information
Does volume in excess of the design volume bypass the bioretention
Y
(Y or N)
OK
cell?
Does volume in excess of the design volume flow evenly distributed
N
(Y or N)
Excess volume must pass through filter.
through a vegetated filter?
What is the length of the vegetated filter?
N.A. ft
Does the design use a level spreader to evenly distribute flow?
N.A.
(Y or N)
Enter Data
Is the BMP located at least 30 feet from surface waters (50 feet if SA
Y
(Y or N)
OK
waters)?
Is the BMP located at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
(Y or N)
OK
Is the BMP located in a proposed drainage easement with access to a
N
(Y or N)
Insufficient ROW location.
public Right of Way (ROW)?
Inlet velocity (from treatment system)
tYsec
Is the area surrounding the cell likely to undergo development in the
N
(Y or N)
OK
future?
Are the slopes draining to the bioretention cell greater than 20%?
N
(Y or N)
OK
Is the drainage area permanently stabilized?
Y
(Y or N)
OK
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 ft of grass)
Grassed swale
OK
Foreplay
X
Other
0 'L 2009
� F v
Form SW401-Bioretention-Rev.8
July 30, 2009 Pans I and 11. Design Summary, Page 3 of 3

REC a
BUG q 5 2009
By Permit No.6LOKI 690 � 10
•�� (to be provided by DWQ)
State of North Carolina i
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original.
DWO Stormwater Manaeement Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
bioretention area supplement for each proposed system, sealed design calculations, a detailed soils report and 2 sets
of ^!ans aed specifications showing all stormwater conveyances and rvstern devils.
I. PROJECT INFORMATION
Project Name : NAMTRA MARU Facility
Contact Person: Michael D. Hess, EIT Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: BA-1 A
(must match the DA # on the application & plans)
II. DESIGN INFORMATION Attach supporting calculations/documentation. Provide a written soils report
based on actual field investigations conducted by a qualified individual. The soils report should include
informational references to the County soils maps when available. All elevations shall be in feet mean sea level
(fmsl).
Soils Report Summary
In -Situ Soil Type SM, CH (Undercut needed. Field Inspector to verify.)
In -Situ Soil Infiltration Rate 0 in./hr. (the most restrictive soil layer)
SHWT Elevation 8.61 ft. (Seasonal High Water Table elevation)
Planting Soil Texture Loamy Sand (must be a sandy loam, lotony sand, or loam texture)
Planting Soil Infiltration Rate 2.5 in./hr.
Basin Design Parameters
Drainage Area
Impervious Area
Design Storm
Design Volume
Inlet Velocity
Drawdown Time
Basin Elevations
Temporary Pool Elevation
Planting Elevation
Bottom Elevation
Basin Dimensions
Basin Size
Basin Volume Provided
SWU-108 4.07
90,953 sq.ft. (on -site and off -site drainage to the basin)
59,111 sq.ft. (on -.site and off -site drainage to the basin)
1 inch (1.5 inch eventforSA waters, 1 inch eventforothers)
4,813 c.f. (storage volume required)
15 RCP = 3.13 12" RCP=4.56 18" RCP=4.18 fos
12.13 fmsl (elevation of the bypass/outlet structure)
11.13 fmsl (elevation of the ground surface bottom)
11.13 fmsl (elevation of the bottom of the planting media)
------- ft. x ft. = 5,464.03 sq. ft. (surface area at basin bottom)
5,464.03 c.f.
O, Q' - _Lk Ot �', , ,"
rn
Page I of 4

AUG a S 2009
Basin Plantings IBY:-
Number of plantings required 36 stems (400.stems per acre of bioretention area is required at a minimum)
Total No. of plantings provided 102 = Trees 3 + Shrubs 99 (at least I tree for every 3 shrubs)
This system (check one) does does not ' corporate the use of an under -drain.
(Under -drains are not allowed for those projects that drain to class SA waters.)
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Stormwater Best Management Practice
Manual and Administrative Code Section: 15A NCAC 2H .1000. These requirements are subject to change in
accordance with the manual and rules.
Initial in the space provided to indicate that the following design requirements have been met and supposing
documentation is attached. If a requirement has not been met, attach written justification. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and
approval of the project.
Applicant's Initials
%< a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
X b. No vertical sand bed is proposed.
X c. The bioretention area is at least 15 feet wide by 40 feet long.
N/A d. A sass buffer strip d sheet fl w conditioI Runoff is discharged via
two sturce points. `�}te negative impact ofifis is managed fkrough the use of forebays.
x e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
X f. Ponding depth of 6-12" is provided.
No g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
Undercut needed. Field inspector to field verify.
X h. An in-depth soils report is provided. (report should include soil types, boring log, map,
suitability for placement of the control system, seasonal high water table, infiltration rate, etc.)
X i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans.
X j. The planting soil meets minimum soil specifications per the latest version of the NCDENR
Stormwater Best Management Practices Manual, including a low phosphorus content to
promote phosphorus removal. (P-Index of 20 to 40 is optimal.) Include a soils test, indicating
P-Index, from a certified lab for those projects draining to Nutrient Sensitive Waters.
x k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
X 1. A detailed planting plan, prepared by a qualified individual, is provided on the plans. This plan
shall indicate a variety of suitable species, location, spacing, soil preparation, fertilizer
requirements, installation procedures, construction schedule, etc..
SWU-108 4.07
Page 2 of 4

C D
X AUG " 5 2009
m. Type of mulch layer and depth is specified on the plans.
X n. Plan and section details for the bioretention area are provided. (includin
elevations)
X o. Plan details for the inlet and outlet structures are provided. (including dimensions and
elevations)
X p. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
X q. A benchmark is provided to determine the sediment accumulation in the basin area. Visual evidence
of sediment has been indicated as the limit of sediment accumulation.
N/A r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters). Discharges directly Into an existing
grass -lined swale. ArL(LEkD i gwtLT
iv/A s. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
X t. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Records of maintenance items to include dates, inspector's name, type of maintenance, etc. shall be kept and made
available to Division staff upon request. Maintenance activities shall be performed as follows:
1. Inspect the bioretention area system for soil and mulch erosion, vegetated cover, and general condition after
every significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, re -seed, re -plant, and re -mulch as necessary to maintain good vegetative and
mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must
be removed and replaced with fresh planting soil material. Regardless of infiltration capacity, accumulated
sediment in the bioretention basin shall be removed when the depth is reduced to 75% of the original design
depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may
cause the required water table separation to be reduced and may compromise the ability of the system to perform
as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trees and shrubs and remove debris on an annual basis. Grassed vegetation should not exceed 6 inches in
height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation
considered beyond treatment every 6 months.
7. Replace support stakes yearly (in the spring). Replace deficient stakes or wires whenever needed.
SWU-108 4.07
Page 3 of 4

rI
I2EC7pt
UG8. Soil testing shall be conducted annually to determine pH and any accumulatio oxinsedia.
Lime or other alkaline substances shall be applied as recommended per the so'
removed, disposed of properly and replaced with new planting media.
9. All components of the bioretention area system shall be maintained in good working order.
10. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices
as allowed by NCAC 2H A000 must be designed, approved and constructed.'
I acknowledge and agree by my signature below that I am responsible for the performance of the ten 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.
Print name: Carl Baker _
Title: Deputy Public Works Director Camp Lejeune Marine Corps Base
Address: Bldg 1005 Michael Road, MCB Camp Lejeune, NC 28547
Phone: 910-45IQ213
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, #41 I C {- g6 hYl e t'(-�, , a Notary Public for the State of G
L
County of kI5 to LU _, do hereby certify that C4 i,1 I K2 k
personally appeared before me this day of
due execution of the forgoing bioretention basin
MICE A BONNETTE
Notary Public
Onslow County
State of North Carolina
SEAL
My commission expires o2ei'�ef�v/v
SWU-108 4.07
requirements. Witness my hand and official seal,
Page 4 of 4

nA CowwPNou Ex011N Ool SY Solo
Elul• of tAalY Coeolluc
OualoM ConutA
1401014 bnPllc
MICE V SOW4611E

MG o 5 2009 I I G^ /
Permit No..
(to be provided by DWQ)
a� Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original.
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a Stormwater management permit application, a
bioretention area supplement for each proposed system, sealed design calculations, a detailed soils report and 2 sets
of plans and specifications showing all Stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name :
Contact Person:
NAMTRA MARU
Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: BA-1 C
(mast match the DA N on the application & plans)
II. DESIGN INFORMATION Attach supporting calculations/documentation. Provide a written soils report
based on actual field investigations conducted by a qualified individual. The soils report should include
informational references to the County soils maps when available. All elevations shall be in feet mean sea level
(fmsl).
Soils Report Summary
In -Situ Soil Type SM & CL (Undercut needed. Field Inspector to verify.)
In -Situ Soil Infiltration Rate 0 in./hr. (the most restrictive soil layer)
SHWT Elevation �0 ft. (Seasonal High Water Table elevation)
Planting Soil Texture Loamy Sand (must be a sandy loam, loony sand, or loam texture)
Planting Soil Infiltration Rate 2.5 in./hr.
Basin Design Parameters
Drainage Area 27,878 sq.ft. (on -site and off -site drainage to the basin)
Impervious Area 21,484 sq.ft. (on -site and off -site drainage to the basin)
Design Storm 1 inch (1.5 inch event for SA waters, I inch event for others)
Design Volume 1,727 c.f. (storage volume required)
Inlet Velocity 15" RCP = 3.13 12" RCP=4.56 18" RCP=4.18 fps
Drawdown Time 4.81 hours
Basin Elevations
Temporary Pool Elevation 15.09 fmsl (elevation of the bypass/outlet structure)
Planting Elevation 14.09 fmsl (elevation of the ground surface bottom)
Bottom Elevation 14.09 fmsl (elevation of the bottom of the planting media)
Basin Dimensions
Basin Size ------- ft. x ------- ft. = 2,093 sq. ft. (surface area at basin bottom)
Basin Volume Provided 2_,093 c.f.
SWU-108 4.07
Page 1 of 4

- RECEYV'.05
AUG 21 5 2000
Basin Plantings BY:
Number of plantings required 17 stems (400 stems peracre of bioretention area is required at a minitnum)
Total No. of plantings provided 70 = Trees 2 + Shrubs 68 (at least I tree for every 3 shrubs)
This system (check one) does does not ' corporate the use of an under -drain.
(Under -drains are not allowed for those projects that drain to class SA waters.)
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Stormwater Best Management Practice
Manual and Administrative Code Section: 15A NCAC 2H .1000. These requirements are subject to change in
accordance with the manual and rules.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If a requirement has not been met, attach written justification. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and
approval of the project.
Applicant's Initials
X a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
X b. No vertical sand bed is proposed.
X c. The bioretention area is at least 15 feet wide by 40 feet long.
x d. A grass buffer strip and sheet flow conditions are provided at the inlet.
x e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
X f. Ponding depth of 6-12" is provided
NO g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
Undercut needed. Field inspector to field verify.
x h. An in-depth soils report is provided. (report should include soil types, boring log, map,
suitability for placement of the control system, seasonal high water table, infiltration rate, etc.)
x i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans.
X j. The planting soil meets minimum soil specifications per the latest version of the NCDENR
Stormwater Best Management Practices Manual, including a low phosphorus content to
promote phosphorus removal. (P-Index of 20 to 40 is optimal.) Include a soils test, indicating
P-Index, from a certified lab for those projects draining to Nutrient Sensitive Waters.
X k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
x 1. A detailed planting plan, prepared by a qualified individual, is provided on the plans. This plan
shall indicate a variety of suitable species, location, spacing, soil preparation, fertilizer
requirements, installation procedures, construction schedule, etc..
S W U-108 4.07
Page 2 of 4

F2ECETVEA
X
m.
Type of mulch layer and depth is specified on the plans.
^U G 5 2009
X
n.
Plan and section details for the bioretention area are provid
nr
d
elevations)
X
o.
Plan details for the inlet and outlet structures are provided. (including dimensions and
elevations)
%<
p.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
X
q.
A benchmark is provided to determine the sediment accumulation in the basin area. Visual evidence
of sediment has been indicated as the limit of sediment accumulation.
N/A
r.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters). Discharges Into an overflow structure
and pipe system.
(q!A
s.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
X
t.
Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Records of maintenance items to include dates, inspector's name, type of maintenance, etc. shall be kept and made
available to Division staff upon request. Maintenance activities shall be performed as follows:
1. Inspect the bioretention area system for soil and mulch erosion, vegetated cover, and general condition after
every significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, re -seed, re -plant, and re -mulch as necessary to maintain good vegetative and
mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must
be removed and replaced with fresh planting soil material. Regardless of infiltration capacity, accumulated
sediment in the bioretention basin shall be removed when the depth is reduced to 75% of the original design
depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may
cause the required water table separation to be reduced and may compromise the ability of the system to perform
as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trees and shrubs and remove debris on an annual basis. Grassed vegetation should not exceed 6 inches in
height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation
considered beyond treatment every 6 months.
7. Replace support stakes yearly (in the spring). Replace deficient stakes or wires whenever needed
SWU-108 4.07
Page 3 of 4

8. Soil testing shall be conducted annually to determine pH and any accur
Lime or other alkaline substances shall be applied as recommended per
removed, disposed of properly and replaced with new planting media.
.BUG 9 9 5
of toxins in the plantin media.
test.aud-ttQ&i�s i 1 be
9. All components of the bioretention area system shall be maintained in good working order.
10. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices
as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the ten maintenance
procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to the
system or responsible party.
Print name: Carl Baker
'title: Deputy Public Works Director Camp Lejeune Marine Corps Base
Address: Bldg 1005 Michael Road MCB Camp Lejeune NC 28547
Phone
Signal
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
residents of the subdivision has been named the president. -,a Notary Public for the State of I&IIV (171a vx-�
County of Diu/4✓ do hereby certify that
personally appeared before me this day of Z4 and acknowledge the
due execution of the forgoing bioretention basin maintenance re mrements. Witness my hand and official seal,
ALICE A SONNETTE
Notary Public
Onelow County
State of North Carolina
201
SEAL
My commission expires o� C)��id
SWU-108 4.07
Page 4 of 4

Wi C=iulgtou Exbltel Ool 39' Solo
34090 of HOgp Cmollua
OulloM ConuiA
NolaU enPll�
VtICE V UOMMEUE
3,

BUG R ,� �db9 I
Permit No.'5LC.)d 0 't0ps1
(to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
This farm may be photocopied for rise as an original.
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
bioretention area supplement for each proposed system, sealed design calculations, a detailed soils report and 2 sets
of plans and specifications showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : NAMTRA MARU Facility
Contact Person: Michael D. Hess, EIT Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: I3A-2
(mast match the DA At on the application & plans)
II. DESIGN INFORMATION Attach supporting calculations/documentation. Provide a written soils report
based on actual field investigations conducted by a qualified individual. The soils report should include
informational references to the County soils maps when available. All elevations shall be in feet mean sea level
(fmsl).
Soils Report Summary
In -Situ Soil Type SM, SC, CH (Undercut needed. Field Inspector to verify.)
In -Situ Soil Infiltration Rate 0-- in./hr. (the most restrictive soil layer)
SHWT Elevation �.5— ft. (Seasonal High Water Table elevation)
Planting Soil Texture Loamy Sand (must be a sandy loam, loony sand, or loam texture)
Planting Soil Infiltration Rate 2.5 in./hr.
Basin Design Parameters
Drainage Area 35,232 sq.ft. (on -.sire and off -site drainage to the basin)
Impervious Area 29,185 sq.ft. (on -site and off -site drainage to the basin)
Design Storm 1 inch (1.5 inch event for SA waters, I inch eventfor others)
Design Volume 2,335 c.f. (storage volume required)
Inlet Velocity 15" RCP = 3.13 12" RCP=4.56 18" RCP=4.18 fps
Drawdown Time 4.80 hours
Basin Elevations
Temporary Pool Elevation 18.49 fmsl (elevation of the bypass/outlet structure)
Planting Elevation 17.49 fmsl (elevation of the ground .surface bottom)
Bottom Elevation 17.49 fmsl (elevation of the bottom of the planting media)
Basin Dimensions
Basin Size ------- ft. x ------- ft. = 2,378 sq. ft. (surface area at basin bottom)
Basin Volume Provided 2,378 c.f.
SWU-108 4.07
Page I of 4

r R CEYVED
AUG ^ 5 2009
Basin Plantings BY:
Number of plantings required 22 stems (400 stems per acre of bioretention area is required at a minimum)
Total No. of plantings provided 164 = Trees 8 + Shrubs 156 . (at least i tree for every 3 shrubs)
This system (check one) does does not ' corporate the use of an under -drain.
(Under -drains are not allowed for those projects that drain to class SA waters.)
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Stormwater Best Management Practice
Manual and Administrative Code Section: 15A NCAC 2H .1000. These requirements are subject to change in
accordance with the manual and rules.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If a requirement has not been met, attach written justification. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and
approval of the project.
Applicant's Initials
%( a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
x b. No vertical sand bed is proposed.
x c. The bioretention area is at least 15 feet wide by 40 feet long.
N/A d. A grass buffer strip and sheet flow conditions are provided at the inlet. parking island bioretention
basin.
x e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
x f. Ponding depth of 6-12" is provided.
No g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
Undercut needed. Field inspector to field verify.
x It. An in-depth soils report is provided. (report should include soil types, boring log, map,
suitability for placement of the control system, seasonal high water table, infiltration rate, etc.)
x i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans.
x j. The planting soil meets minimum soil specifications per the latest version of the NCDENR
Stormwater Best Management Practices Manual, including a low phosphorus content to
promote phosphorus removal. (P-Index of 20 to 40 is optimal.) Include a soils test, indicating
P-Index, from a certified lab for those projects draining to Nutrient Sensitive Waters.
x k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
x I. A detailed planting plan, prepared by a qualified individual, is provided on the plans. This plan
shall indicate a variety of suitable species, location, spacing, soil preparation, fertilizer
requirements, installation procedures, construction schedule, etc..
SWU-108 4.07
Page 2 of 4

BUG 5 5 2000
X m. Type of mulch layer and depth is specified on the plans.
X n. Plan and section details for the bioretention area are provided. (including dimensions and
elevations)
X o. Plan details for the inlet and outlet structures are provided. (including dimensions and
elevations)
X p. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
X q. A benchmark is provided to determine the sediment accumulation in the basin area.Visual evidence
of sediment has been indicated as the limit of sediment accumulation.
N/A r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
Runoff discharges into an overflow structure and storm system.
N/A s. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
X t. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Records of maintenance items to include dates, inspector's name, type of maintenance, etc. shall be kept and made
available to Division staff upon request. Maintenance activities shall be performed as follows:
I. Inspect the bioretention area system for soil and mulch erosion, vegetated cover, and general condition after
every significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, re -seed, re -plant, and re -mulch as necessary to maintain good vegetative and
mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must
be removed and replaced with fresh planting soil material. Regardless of infiltration capacity, accumulated
sediment in the bioretention basin shall be removed when the depth is reduced to 75% of the original design
depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may
cause the required water table separation to be reduced and may compromise the ability of the system to perform
as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trees and shrubs and remove debris on an annual basis. Grassed vegetation should not exceed 6 inches in
height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation
considered beyond treatment every 6 months.
7. Replace support stakes yearly (in the spring). Replace deficient stakes or wires whenever needed.
SWU-108 4.07
Page 3 of 4

ECFI
' g ?aa�
8. Soil testing shall be conducted annually to determine pH and any accumulatij:AUJG
toxns in the planting edia.
Lime or other alkaline substances shall be applied as recommended per the scand tnxir soilsshall_I e
removed, disposed of properly and replaced with new planting media.
9. All components of the bioretention area system shall be maintained in good working order.
10. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices
as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the ten 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.
Print name: Carl Baker
Title: Deputy Public Works Director Camp Lejeune Marine Corps Base
Address: Bldg 1005 Michael Road MCB Camp Lejeune NC 28547
Phone:
Signatu
Date:
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, � / I e h rkc, 6I C , a Notary Public for the State of
of
County of �d s 10 eJ do hereby certify that - Let —
personally appeared before me this 2q day of k .2 646, and acknowledge the
due execution of the forgoing bioretention basin maintenance requirements.
Witness myhandand official seal,
MICE A BONNETTE
Notary Public
Orolow County
State of Nodh Carolina
SEAL
My commission expires'V 6V,421D
SWU-108 4.07
Page 4 of 4

WA Cowwlattou EVNkea OW 32' 3010
21O1e of 14011M COtOltuo
Oullom COnulA
NoimA pnFNc
MICE V SONNEUE

AUG An 9 ?Q c
�Q
Permit No.,
(to be provided by DWQ)
mate of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original.
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
bioretention area supplement for each proposed system, sealed design calculations, a detailed soils report and 2 sets
of plans and specifications showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name :
NAMTRA MARU Faci
Contact Person: Michael D. Hess, EIT Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: BA-3
(must match the DA N on the application & plans)
II. DESIGN INFORMATION Attach supporting calculations/documentation. Provide a written soils report
based on actual field investigations conducted by a qualified individual. The soils report should include
informational references to the County soils maps when available. All elevations shall be in feet mean sea level
(fmsl).
Soils Report Summary
In -Situ Soil Type SM, CH (Undercut needed. Field Inspector to verify.)
In -Situ Soil Infiltration Rate 0 in./hr. (the most restrictive soil layer)
SHWT Elevation �'2.9— ft. (Seasonal High Water Table elevation)
Planting Soil Texture Loamy Sand (must be a sandy loam, loamy sand, or loam texture)
Planting Soil Infiltration Rate 2.5 in./hr.
Basin Design Parameters
Drainage Area 10,979 sq.ft. (on -site and off -site drainage to the basin)
Impervious Area 9,773 sq.ft. (on -site and of -site drainage to the basin)
Design Storm 1 inch (1.5 inch eventfor SA waters, I inch eventfor others)
Design Volume 778 c.f. (storage volume required)
Inlet Velocity 15" RCP = 3.13 12" RCP=4.56 18" RCP=4.18 fps
Drawdown Time 4.81 hours
Basin Elevations
Temporary Pool Elevation 15•99 fmsl (elevation of the bypass/outlet structure)
Planting Elevation 14.99 fmsl (elevation of the ground surface bottom)
Bottom Elevation 14.99 fmsl (elevation of the bottom of the planting media)
Basin Dimensions
Basin Size ------- ft. x------- ft. = 995 sq. ft. (surface area at basin bottom)
Basin Volume Provided 995 c.f.
SWU-108 4.07
Page I of 4

=BY:
Basin Plantings
Number of plantings required 10 stems (400 stems per acre of bioretention area is required at a minimum)
Total No. of plantings provided 63 = Trees 2 + Shrubs 61 (at least i tree for every 3 shrubs)
This system (check one) does does not ' corporate the use of an under -drain.
(Under -drains are not allowed for those projects that drain to class SA waters.)
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Stormwater Best Management Practice
Manual and Administrative Code Section: 15A NCAC 2H .1000. These requirements are subject to change in
accordance with the manual and rules.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. /f a requirement has not been met, attach written justification. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and
approval of the project.
Applicant's Initials
X a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
X b. No vertical sand bed is proposed.
X c. The bioretention area is at least 15 feet wide by 40 feet long.
N/A d. A grass buffer strip and sheet flow conditions are provided at the inlet.
Parking island bioretention basin.
X e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
X f. Ponding depth of 6-12" is provided.
No g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
Undercut needed. Field inspector to field verify.
X h. An in-depth soils report is provided. (report should include soil types, boring log, map,
suitability for placement of the control system, seasonal high water table, infiltration rate, etc.)
X i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans.
X j. The planting soil meets minimum soil specifications per the latest version of the NCDENR
Stormwater Best Management Practices Manual, including a low phosphorus content to
promote phosphorus removal. (P-Index of 20 to 40 is optimal.) Include a soils test, indicating
P-Index, from a certified lab for those projects draining to Nutrient Sensitive Waters.
X k. System is designed to draw down the design storage volume to the proposed bottom elevation .
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
X 1. A detailed planting plan, prepared by a qualified individual, is provided on the plans. This plan
shall indicate a variety of suitable species, location, spacing, soil preparation, fertilizer
requirements, installation procedures, construction schedule, etc..
SWU-108 4.07
Page 2 of 4

AUG ^ 5 3000
X m. Type of mulch layer and depth is specified on the plans.
BY: _
X n. Plan and section details for the bioretention area are provided. (including dimensions and
elevations)
X o. Plan details for the inlet and outlet structures are provided. (including dimensions and
elevations)
X p. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
X q. A benchmark is provided to determine the sediment accumulation in the basin area.Visual evidence
of sediment has been indicated as the limit of sediment accumulation.
N/A r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
Runoff discharges into an overflow structure and a storm system.
X s. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
X t. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Records of maintenance items to include dates, inspector's name, type of maintenance, etc. shall be kept and made
available to Division staff upon request. Maintenance activities shall be performed as follows:
1. Inspect the bioretention area system for soil and mulch erosion, vegetated cover, and general condition after
every significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, re -seed, re -plant, and re -mulch as necessary to maintain good vegetative and
mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must
be removed and replaced with fresh planting soil material. Regardless of infiltration capacity, accumulated
sediment in the bioretention basin shall be removed when the depth is reduced to 75% of the original design
depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may
cause the required water table separation to be reduced and may compromise the ability of the system to perform
as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trees and shrubs and remove debris on an annual basis. Grassed vegetation should not exceed 6 inches in
height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation
considered beyond treatment every 6 months.
7. Replace support stakes yearly (in the spring). Replace deficient stakes or wires whenever needed
SWU-108 4.07
Page 3 of 4

Zte
C tJ v jr-O'
8. Soil testing shall be conducted annually to determine pH and any ace anting media.
Lime or other alkaline substances shall be applied as recommended pil test and toxic soils shall be
removed, disposed of properly and replaced with new planting media.
9. All components of the bioretention area system shall be maintained in good working order.
10. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices
as allowed by NCAC 2H A000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the ten 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.
Print name: Carl Baker
Title: Deputy Public Works Director Camp Lejeune Marine Corps Base
Address: Bldg 1005 Michael Road, MCB Camp Lejeune, NC 28547
Phone
Signa
Date:
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, iG XD a , a Notary Public for the State of
County of lJiV%od do hereby
ertify that '4'1-z4
personally appeared before me this ,;�Lday of and acknowledge the
due execution of the forgoing bioretention basin maintenance requirements. Witness my hand and official seal,
f W
�I,pQ U �i
ALICE A BONNETTE
Notary Public
Ontlow County
State of North Carolina
My Connintalon Expires Oct 23. 201
11
SEAL
My commission expires
SWU-108 4.07
Page 4 of 4

p1A cowwl;llou Voltoa Op 33, 30111
21016 of NotIL cctotluo
outtoM conulA
HolatA yn011c
VltcE V BONNEIIE

W G In 5 2009 I
Permit No. 5s.� 1" ��C� 6i�
(to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
BIORETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original.
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
bioretention area supplement for each proposed system, sealed design calculations, a detailed soils report and 2 sets
of plans and specifications showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : NAMTRA MARU Facility
Contact Person: Michael D. Hess, EIT Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: BA-4
(must match the DA N on the application & plans)
II. DESIGN INFORMATION Attach supporting calculation shlocumentation. Provide a written soils report
based on actual field investigations conducted by a qualified individual. The soils report should include
informational references to the County soils maps when available. All elevations shall be in feet mean sea level
(fmsl).
Soils Report Summary
In -Situ Soil Type SM, CH (Undercut needed. Field Inspector to verify.)
In -Situ Soil Infiltration Rate 0 m.1hr. (the most restrictive soil layer)
SHWT Elevation ��G ft. (Seasonal High Water Table elevation)
Planting Soil Texture Loamy Sand (must be a sandy loam, loamy sand or loam texture)
Planting Soil Infiltration Rate 2.5 in./hr.
Basin Design Parameters
Drainage Area 11,993 sq.ft. (on -site and off -site drainage to the basin)
Impervious Area 10,454 sq.ft. (on -.rite and off -site drainage to the basin)
Design Storm 1 inch (1.5 inch event for SA waters, 1 inch eventfor others)
Design Volume 834 c.f. (storage volume required)
Inlet Velocity 15" RCP = 3.13 12" RCP=4.56 18" RCP=4.18 fps
Drawdown Time 4.80 hours
Basin Elevations
Temporary Pool Elevation 16.07 fms) (elevation of the bypass/outlet structure)
Planting Elevation 15.07 fmsl (elevation of the ground surface bottom)
Bottom Elevation 15.07 fmsl (elevation of the bottom of the planting media)
Basin Dimensions
Basin Size ------- ft. x ------- ft. = 1,052 sq. ft. (surface area at basin bottom)
Basin Volume Provided 1,052 c.f.
SWU-108 4.07
Page 1 of 4

I:)TJ-
AUG 2 5 200D
Basin Plantings BY:
Number of plantings required B stems (400 stems per acre of bioretention area is required at a minimum)
Total No. of plantings provided 77 = Trees 3 + Shrubs 74 (at least / tree for every 3 shrubs)
This system (check one) does does not ' corporate the use of an under -drain.
(Under -drains are not allowed for those projects that drain to class SA waters.)
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Stormwater Best Management Practice
Manual and Administrative Code Section: 15A NCAC 2H .1000. These requirements are subject to change in
accordance with the manual and rules.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If a requirement has not been met, attach written justification. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and
approval of the project.
Applicant's Initials
X a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
X b. No vertical sand bed is proposed.
X c. The bioretention area is at least 15 feet wide by 40 feet long.
N/A d. A grass buffer strip and sheet flow conditions are provided at the inlet.
Parking lot bioretention basin.
X e. Seasonal High Water table depth is at least 2 feet below the planting elevation surface.
X f. Ponding depth of 6-12" is provided.
No g. In -situ soils have a minimum hydraulic conductivity of 0.52 inches per hour.
Undercut needed. Field inspector to field verify.
X It. An in-depth soils report is provided. (report should include soil types, boring log, map,
suitability for placement of the control system, seasonal high water table, infiltration rate, etc.)
X i. The planting soil has a minimum hydraulic conductivity of 0.52 inches per hour. The type and
placement specifications of the planting media are noted on the plans.
X j. The planting soil meets minimum soil specifications per the latest version of the NCDENR
Stormwater Best Management Practices Manual, including a low phosphorus content to
promote phosphorus removal. (P-Index of 20 to 40 is optimal.) Include a soils test, indicating
P-Index, from a certified lab for those projects draining to Nutrient Sensitive Waters.
X k. System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within 24 hours. Draw down calculations are attached.
X 1. A detailed planting plan, prepared by a qualified individual, is provided on the plans. This plan
shall indicate a variety of suitable species, location, spacing, soil preparation, fertilizer
requirements, installation procedures, construction schedule, etc..
SWU-108 4.07
Page 2 of 4

x m. Type of mulch layer and depth is specified on the plans. ,BUG ^ 5 2009
x BY'
n. Plan and section details for the bioretention area are provide me u ing dimensions and
elevations)
%( o. Plan details for the inlet and outlet structures are provided. (including dimensions and
elevations)
x p. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
X q. A benchmark is provided to determine the sediment accumulation in the basin area.ViSual evidence
of sediment has been indicated as the limit of sediment accumulation.
N/A r. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
Runoff discharges into an overflow structure and storm sewer.
X s. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
X t. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
IV. BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Records of maintenance items to include dates, inspector's name, type of maintenance, etc. shall be kept and made
available to Division staff upon request. Maintenance activities shall be performed as follows:
I. Inspect the bioretention area system for soil and mulch erosion, vegetated cover, and general condition after
every significant runoff producing rainfall event and at least monthly. Remove trash as needed.
2. Repair eroded areas immediately, re -seed, re -plant, and re -mulch as necessary to maintain good vegetative and
mulch cover.
3. Remove accumulated sediment as needed to maintain good infiltration. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 24 hours), the top few inches of material must
be removed and replaced with fresh planting soil material. Regardless of infiltration capacity, accumulated
sediment in the bioretention basin shall be removed when the depth is reduced to 75% of the original design
depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may
cause the required water table separation to be reduced and may compromise the ability of the system to perform
as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a
manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
4. Replace, or add additional mulch as needed. Removal of the old mulch layer before applying the new layer is
recommended every 2 to 3 years.
5. Prune trees and shrubs and remove debris on an annual basis. Grassed vegetation should not exceed 6 inches in
height.
6. Treat all diseased trees and shrubs whenever needed. Remove and replace all dead and diseased vegetation
considered beyond treatment every 6 months.
7. Replace support stakes yearly (in the spring). Replace deficient stakes or wires whenever needed.
SWU-108 4.07
Page 3 of 4

RECEIVED
AUG
8. Soil testing shall be conducted annually to determine pH and any ac �rlation of toxins in the lanting media.
Lime or other alkaline substances shall be applied as recommended �er le Is shall be
removed, disposed of properly and replaced with new planting media.
9. All components of the bioretention area system shall be maintained in good working order.
10. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices
as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the ten 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.
Print name: Carl Baker
Title: Deputy Public Works Director Camp Lejeune Marine Corps Base
Address: Bldg 1005 Michael Road, MCB Camp Leieune, NC 28547
Phone: 910-45k4213
41REL//tIt►�1
Di /
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, A�i? 'nt�i/�/� a Notary Public for the State of _la Z11
County of AY/1"i do hereby /certify that
personally appeared before me this,Je day of G�y°� and acknowledge the
due execution of the forgoing bioretention basin maintenance requirements. Witness my hand and official seal,
MICE A BONNETTE
Notary Public
Onslow County
State of North Carolina
SEAL
My commission expires c�s
SWU-108 4.07
Page 4 of 4

0110
YeA CowwleeIOU EMbttes Ow 32' 3010
Nam of HOW; COtolluo
oualoM ConutA
ylalatA pnDll=
tltICE V oom"EuE

UEMLH USE ONLY
Date R ceive
Fee Paid
Permit Number
UJ1 Cis
g 9U8
0
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 090810
2. Project name: NAMTRA MARU Facility P-648 High Density Proiect
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/energv-
m i ne ral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If,changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at. https:Hdeg.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 Leieune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email: [e-mail]
MAY 17 2021
BY.-
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
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 NCDEQ.
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).
https://www.sosnc.gov/online services/search/bv title/ Business Registration
MAY 11 2021'
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PER `EE'' C RTIIFICATION
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 r ownership. I i ormation provided on this permit renewal application is, to the best of my
knowledge, orrXd c pl te.
Signature: Date: S 2t
NOTARIZATION:
'vmbo
that Rop />r �• ����
a Notary Public for the State of
County of U f1S1n W , do hereby certify
personally appeared before me
this the l day of , 20 2-( and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) r r r 1 1''',
�JERSp�,,�
Notary Signature: = w:: 140
"PRY
My commission expires \ Q�2D2-5-`•• p0150;4
0W Go
MAY 17 2021
aY:__
Slormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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