SW8080734_CURRENT PERMIT_20210607

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0,�O"l3'-
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 U to O`I
YYYYMMDD

4
ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
BRIAN WRENN
Dlrecror
June 7, 2021
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Em6onmentaf QuaUty
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 080734
Intel BN Interim Facilities
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 Storm water Management Permit Renewal Application for
the subject project on May 17, 2021. The Division is hereby notifying you that permit SW8 080734 has been renewed
on June 7, 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 terns 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 15, 2008 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,
l_I'YLV3.-Q
3 Brian Wrenn, Director '
Division of Energy, Mineral and Land Resources
lf�V%k � �North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
wam crnauru
°+�msae.�uo.m 910.796.7215

State Stormwater Permit No. SW8 080734
Page 2 of 2
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Permits & Projects\2008\080734 HD\2021 06 permit 080734
cc: NCDEQ-DEMLR Wilmington Regional Office
®M& �-. North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
��+� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 080734
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB Camp Lejeune
Intel BN Interim Facilities
Birch St., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of 3 infiltration basin(s) in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') 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 1.6 on page 1 of this permit. The stormwater controls A, B and C have
been designed to handle the runoff from 51,836 square feet, 41,817 square feet, and 44,431
square feet, of impervious area, respectively.
3. Each basin must be operated with a 50' vegetated filter.
4. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans. The built -upon area for the future development is limited to 0 square feet.
5. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
6. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 080734
The following design criteria have been permitted for the infiltration basin(s) and must be
provided and maintained at design condition:
Basin: A
Basin: B
Basin: C
a. Drainage Area, acres:
3.36
1.27
1.34
Onsite, ft
146,362
55,321
57,934
Offsite, ft2
0
0
0
b. Total Im ervious Surfaces, ft .
51,836
41,817
44,431
C. Design Storm, inches:
1.5
1.5
1.5
d. Basin Depth, feet:
2.1
1.8
1.5
e. Bottom Elevation, FMSL:
18.3
18.8
19.3
f. Bottom Surface Area, ft :
2,479
2,257
3,120
9. Bypass Weir Elevation, FMSL:
20.4
20.6
20.8
h. Permitted Storage Volume, ft:
6,749
5,120
5,537
i. Type of Soil:
Ba meade
Ba meade
Ba meade
Expected Infiltration Rate, in/hr:
2.16
0.85
1.7
k. Seasonal High Water Table, FMSL:
17.3'
16.8
16.3'
I. Time to Draw Down, hours:
15
32
12
M. Receiving Stream/River Basin:
Beaverdam
Creek / White Oak
n. Stream Index Number
19-20-2
o. Classification of Water Body
SB 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 times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
6. 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.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 080734
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
8. Access to the stormwater facilities shall be maintained via appropriate 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 6

State Stormwater Management Systems
Permit No. SW8 080734
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 7th day of June 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f., ria�ector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 080734
Intel BN Interim Facilities
Stormwater Permit No. SW8 080734
Onslow County
Attachment A
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 080734
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet / bypass structure weir elevation is per the approved plan.
6. The outlet / bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet / bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
15. All components of the stormwater BMP are located in either recorded common
areas or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Page 6 of 6

Attachment C - Permitting History
Commanding Officer Marine Corps Base Camp Lejeune
Permit No. SW8 080734
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
9/15/2008
Original
Approval
10
6/7/2021
Renewal
2.0

Permit Number6w �o
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and Lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
-system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev3 Page I of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The Swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
(if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
1 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number. S W
(to be provided by DWQ)
I acknowledge and agree by my signature below that I um 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:USMCB - Intel
BMP drainage area number: I (A),2 (13).3(C)
Print,name: Carl Baker
Title: Deputy Public Works Officer
Address: 1005 Michael Rd.
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.
a Notary Public for the State of
County of eni✓1/✓ do hereby certify that
personally appeared before me this
day of ya , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or levelll 7s readerrmaintenance requirements.
Witness my hand and official seal,�'-
AUCE A KNOMM
Notary Iubtlo
Orulow County
Btate of North Caroltno
My CO"UnIsMon Euplret 0 23. 2010
SEAL
My commission expires 02� eV I_k10
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

f,
RA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS
II PRr1.IFCT INFORMATION - - - -' - - /' - - - I
Project name
Contact name
Phone number
Date
Drainage area number
II. DESIGN INFORMATION — -
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 inmr stcmh
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr stone
Where Does the Level Spreader Discharge?
To a grassed biorelention cell?
To a mulched biorelention cell?
To a wetland?
To a filter strip or riparian buffer
Other(specify)
Filter Strip or Riparian Buffer Characterization
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of/gwater
Elevation at top of bank of the rSlope (from level lip to to top of
Are any draws present?
Level Spr/DesignsignForebay seaFeet of levde percfs
Answer"Yof a following:
Lengththe 1 inlhr storm?
Lengthn the 10-yr storm?
Lengthn the BMP discharge rate?
Design floIs a bypas provided?
Length the level lip
Are lev I spreaders in series?
cfs
min
cfs
N (Y cr N)
N (Y or N)
N (Y a( N)
Y (Y or N)
50.00
ft
0.00
ft
0.00
It
50.00
It
19.50
fmsl
16.00
fmsl
7.00
%
N
(Y or N)
508.00 'sq ft
13 fvcfs
N
(Y
or N)
Y
(Y
or N)
N
(Y
or N)
9.83
cfs
N
(Y
or N)
128.00
ft
N
(Y
or N)
Please complete filter strip characterization below.
OK J"JXN01] A 8011A
olldu9 h(totON
vtnuoo woteno
OK Drftloto.i t11wK to ofof8
0i .&S uC :eflgn9 nolufmmoo YM
A bypass device is not needed.
Level spreader length OK
Forth SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and It Design Summary, page 1 of 2

'i
Permit Number: t�J�altCU) Sy
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3
Pale 1 01' 3

v
BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%,
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3
Paac 2 of 3

i
Permit Number: ti(T o 3 L
(to be provided by DW )
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:USMCB Lejeune - Intel
BMP drainage area number:
Pri
Title: Deputy Public Works Officier
Address: Bldg. 1005 Michael Rd., Came Lejeune NC 28547-2521
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.
a Notary Public for the State of
County of Oz✓�iJ , do hereby certify that
personally appeared before me this -Z�
day of and acknowledge the due execution of the
forgoing infiltration basin maintenance
ALICE A DONUifE
"OkXY Public
Onskm County
go* of Ift Comm
SEAL
requirements. Witness my hand and official seal,
My commission expires � �� �d��
Form SW401-Infiltration Basin O&M-Rev3
Page 3 of 3

BMP element:
The forebay
main treatment area
HIM
The outlet
The
Sediment has accumulated
and reduced the depth to 75
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of
has accumulated
Water is�standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred
The outlet device is damn ec
water Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the2 roblem:
Search for the source 999999 the
sediment and remthe problem if
possible. Remov he sediment and
dispose of it in a location where it
will not caus impacts to streams or
the BMP.
Provide kclitional erosion
protect' on such as reinforced turf
mat ing or riprap if needed to
ent future erosion problems.
emove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
olidua Y10t061
'(inuo.) WC14no
onem03 Afrovl to WWI
of the sediment off -site
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3

Permit Number: J W D 0 0 0_7 3 Y
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate the roblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev3
Page I of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 757,
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rcv.3 Pagc 2 of 3

Permit Number. C U ix -
(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. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:USMCB Lejeune - Intel
BMP drainage area number:
Print name:
Title: Deputy Public Works Officier
Address: Bldg t005 Michael Rd., Camp Lejeune NC 28547-2521
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
L / ('A e. �;Q AK e ft7�_, , a Notary Public for the State of
01-�1y4 i-v if nos/, County of O/Ili , do hereby certify that
/�'/ personally appeared before me this -Ze
day of and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
MICE A EO/ *TM
"wow Fwaft
Onetot► Carly
81016 of llalh Cdlelrq
[MY Comminlon ODl 2i. E010
SEAL
My commission expires oo�Z10elo:*/y
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

Permit Number: � 0OU 3y
(to be provi d by DWQ)
Drainage Area Num r. C
Infiltration Basin Operation and Maintenance
I will keep a maintenance record on this BMP. This maintenance r cord will be kept in a
log in a known set location. Any deficient BMP elements noted 'K the inspection will be
corrected, repaired or replaced immediately. These deficienci99can affect the integrity
of structures, safety of the public, and the removal efficiency f the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to/educe the sediment load to the
infiltration basin.
— hmediately after the infiltration basin is es bushed, the vegetation will be
watered twice weekly if needed until the ants become established (commonly
six weeks).
— No portion of the infiltration basin wi e fertilized after the initial fertilization
that is required to establish the vege lion.
— The vegetation in and around the sin will be maintained at a height of
approximately six inches.
After the infiltration basin is estal
24 hours after every storm event
County). Records of operation at
and will be available upon requV,
Inspection activities shall be
be repaired immediately.
d, it will be inspected once a quarter and within
rater than 1.0 inches (or 1.5 inches if in a Coastal
maintenance will be kept in a known set location
as follows. Any problems that are found shall
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of th
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
estab is e 0-Y id P ' and
one-turke rt i�Qr a , lication.
The inlet dev' e: pipe or
swale
The pipe is clogged (if
applicable).
Unclog thelpi ose of the
sediment off;Zrt
The pipe is cracked or
uReplace teagip�eg notesimmoo vm
..
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.
Form SW401-Infiltration Basin O&M-Rev3

Permit Number:_ w c i D- u! 1 cl
(to be provided bY DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I•will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Rcgrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Pale 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediatelv.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

PermitNumber:J'_� D O 0c)—I 3t
(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:USMCB Lejeune - Intel
BMP drainage area number:
Print
Title: Deputy Public Works Officier
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, e'6"Cr a Notary Public for the State of
County of do hereby certify that
personally appeared before me this'
day of 710611 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
ALICE A flOHNIM
"Maly ►ubile
Omtow County
State of North CaFaw o
+v CorrtMMMM. Ott 23. 2010
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

BMP element:
The forebav
The main treatment area
outlet
The
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of
has accumulated.
Wateris standing more than
5 da, s after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment
An annual inspection by an
appropriate professional
shows that the embankment
needs reoair.
Clogging has occurred
The outlet device is damn ec
water Erosion or other signs of
damage have occurred at the
outlet.
How I will remediateAeproblem:
Search for the sour of the
sediment and remedy the problem if
possible. Reno e the sediment and
dispose of it/in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
Patting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
.31!C1N VrDtOi1
:mu07'w01er+0
Dnt'010, r1noli 10 0101$
Clean"n'otT'h-eo�uiledevic`e. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 —Rage2 Of_

DEMLH USE ONLY
Date Rea ive
Fee Paid
Permit Number
% 9A
lit-U) V10C2 I '�
6u)g C)O 3
NC DEO Division of Energy, Mineral and Land
STATE STORMWATER: CCEOVE
PERMIT RENEWAL APPLICATION FORM M•aY'?r
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 080734
2. Project name: Intel BN Interim Facilities Const. Control No: N40085-08-B-0056 High Density Proiect
3. Project street address:
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/abouVdivisions/energv-
m ine ral-land-resources/energy-mineral-land-ru les/stormwate r-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/abouUdivisions/enerqv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email: [e-mail]
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 HOW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
HEB 1. A permit application processing fee of $505.00 payable to NCDEO.
HEB 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity— a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
HEB 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
HEB 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 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/by title/ Business Registration
MAY 17 2021
BY.•_
Stormwater Permit Renewal Application Form Page 2 of 3 1 May 11, 2018

D. PERMITTEE$' r7I_ERTIFIICATIION'
I, IGO6�� rl • 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 wnership. All ' mation provided on this permit renewal application is, to the best of my
knowledge, rrect d complet
Signature: Date:
NOTARIZATION:
'ublic for the State of
do hereby certify
appeared before me
this the — nn day of f' " 20 2-1 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
NERSO.,,
(Notary Seal)
:............. ti
:'NOTARY`
Notary Signature: j = PL)
My commission expires `��� 'y3'�' •• r1�.`
�yCT-
MAY 17 2021 i
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

:lL_

w
pf WA,
®gin
W`� E
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I.PROJECTINFORMATION
Project name
JSMC - Intel
Contact name
Bryan Dick
Phone number
919-854-6254
Date
July 8, 2008
Drainage area number
A, B, and C
II. DESIGN INFORMATION '
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cis
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak Flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other(specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cis
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Length of the level lip
Are level spreaders in series? j
259,61L00 gz
138,084.00 fit"
53.19 %
0.66
3.93 cis
87.00 min
2.5 i1
9.83 cis
N (Y or N)
N (Y or N)
N (Y or N)
Y (Y or N)
Please complete filter strip characterization below.
50.00
It
0.00
It
0.00
it
50.00
ft
19.50
fmsl
16.00
fmsl
7.00
N
(Y or N) OK
508.00 so it
13 fucfs
N (Y or N)
Y (Y or N)
N (Y or N)
9.83 cis
N (Y or N)
128.00 ft
N (Y or N)
OK
A bypass device is not needed.
Level spreader length OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.S
Parts I. and II. Design Summary, page 1 of 2

Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
M
1
B 1
(Y or N)
Do not compete dus section of the workOwL
(Y or N)
Do no compete this section of the werksheet
Do not complete this section of the wurksheel
fl
Do not complete this section of the worhsheeL
it
Do not complete this section of the worksheet.
it
Do not complete this section of the worMheeL
it
Do not complete this section of the worksheec
cfs
Do no complete this section of the worksheet
Do not complete this section of the workshmi.
NI
Form SW401-Leve1 Spreader, Filter Stdp, Restored Riparian Buffer-Rev.5 Pans I. and II. Design Summary, page 2 of 2

III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initial;, _ No.
amo
am.0
Plans (1"- 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
G $ 2. Plan details (V = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (V = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
2007 - Downslope filter fabric.
aEruR�
4. Adate-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
C S 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
147Y*4 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
/VA 8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

Permit 14,51,U& l &):7 3Y
Ito be provided by DWO)
2 F W Arf'9
9
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR
401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT 4-A
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.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Bryan M. Dick
919-854-6252
7/28/2008
A
II.: DESIGN INFORMATION.. „ k' �%•'u3 i; 4x s w 4. �, - i. „s k.._ "; `.e
Site Characteristics
Drainage area 146,362.00 ftz
Impervious area 51,836.00 f?
Percent impervious 0.35
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
3.70 in
0.90 Nhr
U.uI n/SE
1.69 n3/sc
1.68 fl3/er
6,746.00 n3
6,749.00 n3
in
It
n3
n3
n3
Baymeade
2.16 in/hr
16.20 fmsl
0.63 days
3.00
:1
18.30
fmsl
20.40
fmsl
3,948.00
fl3
21.50
fmsl
67.00 It
37.00 If
2,479.00 ftz
OK for non -SR waters
OK
OK
OK
RECEIVED
Lo 8 2008
_ --
Form SW401-Infiltration Basin-Rev.2 Parts I. & If. Design Summary, Page 1 of 2

Permit Na 2rU� U oxa-73V
(to be provided by DWO)
Additional Information
Total runoff volume captured by basin
1.86
ac-in
Length of vegetative filter for overflow
50.00
ft
Distance to structure
328.00
ft
Distance from surface waters
765.00
it
Distance from water supply wells)
NA
ft
Separation from impervious soil layer
NA>4'
ft
Naturally occuring soil above shwt
4.33
ft
Bottom covered with 4-in of clean sand?
N
(Y or N)
Proposed drainage easement provided?
NA
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Pretreatment device provided
Y
_ Swale
OK
OK
OK
OK
OK
OK
OK
Must cover bottom with 4-in of clean sand
OK
OK
OK
$ 1p0�
S�P
Form SW 401-Infiltration Basin-Bev.2 Parts I. & I. Design Summary, Page 2 of 2

Permit No.S W `6()''o-7 SC[
(to be provided by DINO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
S_
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
/�
r3-,Z
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
`�
074y
$
- Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
Q/n
10/4
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Jl[[�
RfY
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C'$�
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
_e!n_'Q
Ame'u.
7. The supporting calculations.
'3/AQ
&rr cry
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
!f 4
Ma--
9. A copy of the deed restrictions (it required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No��O O0 L 3
(to be provided by TWO)
sT• 0
2pp W ATFgq
A-
a�a�{
'� /�i STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT 4'5
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 :.- I -.
Project Name USMCB Camp Lejeune - Intel
Contact Person Bryan M. Dick
Phone Number 919-854.6252
Date 7/20/2008
Drainage Area Number B
111. DESIGN INFORMATION
Site Characteristics
Drainage area
55,321.00
}lz
Impervious area
41,817.00
fe
Percent impervious
0.76
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.70
in
1-yr, 24-hr intensity
0.90
in/hr
Pre -development 1-yr, 24-hr runoff volume
0.40
ff'/sec
Post -development 1-yr, 24-hr runoff volume
0.93
ft'/sec
Pre/Post 1-yr, 24-hr peak flow control
0.53
ft'/sec
Storage Volume: Non -SR Waters
Minimum design volume required
5,050.00
ft'
Design volume provided
5,120.00
ft' OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
It,
Post -development 1-yr, 24-hr runoff
to
Minimum volume required
ft'
Volume provided
h'
Soils Report Summary
Soil type
Baymeade
Infiltration rate
0.85
irdhr
SHWT elevation
16.60
fmsl
Basin Design Parameters
Drawdown time
1.33
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
18.80
fmsl OK
Storage elevation
20.60
first
Zvi
Storage SA
3,432.00
f?
V
Top elevation
21.50
fmsl
(ZVI �QQ�
Basin Bottom Dimensions
Basin length
Basin width
61.00
37.00
ft
ft
Bottom SA
2,257.00
ft'
$�
Form SW401-Wiltration Basin-Rev.2 Pans 1. & 11. Design Summary, Page 1 of 2

Permit No. I D
(to be provided by DWO)
Additional Information
Total runoff volume captured by basin
1.39
ac-in
Length of vegetative filter for overflow
50.00
It
Distance to structure
365.00
It
Distance from surface waters
750.00
fl
Distance from water supply well(s)
NA
ft
Separation from impervious soil layer
NA>4'
It
Naturally occuring soil above shwl
4.33
It
Bottom covered with 4-in of clean sand?
N
(Y or N)
Proposed drainage easement provided?
NA
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Pretreatment device provided
Y
Swale
OK
OK
OK
OK
OK
OK
OK
Must cover bottom with 4-in of clean sand
OK
OK
OK
�,k .- 1Q*
SEP
Fonn SW401-Infiltration Basin Rev.2 Pans I. & If Design Summary, Page 2 of 2

Permit No. Swkow-7 .S 7
(to be provided by DWO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initia
Sheet No.
f= S
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
6"^
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
C$
Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
1
� 3
4. A table of elevations, areas, incremental volumes & accumulated volumes to verity the volume provided.
4
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C S
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
AWW4
7. The supporting calculations.
R f
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
A!�
1VA
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2
Page 1 of 1 Part III, Required Items Checklist, Page 1 of 1

H
Permit No.S 1 32 MSO] 3 7
(to be provided by DWG)
AA �02p4 W ATFgOG ia STORMWATER MANAGEMENT PERMIT APPLICATION FORM o�
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENTS
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.:;PROJECTINFORMATION
Project Name USMCB Camp Lejeune - Intel
Contact Person Bryan M. Dick
Phone Number 919-854-6252
Date 7/29I2008
Drainage Area Number C
IL, DESIGN INFORMATION ' "?'
Site Characteristics
Drainage area 57,934.00 ftz
Impervious area 44,431.00 ft'
Percent impervious 0.77 % .
Design rainfall depth 1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.70
in
1-yr, 24-hr intensity
0.90
in/hr
Pre -development 1-yr, 24-hr runoff volume
0.42
ft3/sec
Post -development 1-yr, 24-hr runoff volume
0.98
h'/sec
Pre/Post 1-yr, 24-hr peak flow control
0.56
h'/sec
Storage Volume: Non -SR Waters
Minimum design volume required
5,361.00
ft'
Design volume provided
5,537.00
ft' OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
tt'
Post -development 1-yr, 24-hr runoff
Its
Minimum volume required
Its
Volume provided
Its
Soils Report Summary
Soil type
Baymeade
Infiltration rate
1.70
in/hr
SHWT elevation
17.20
fmsl
Basin Design Parameters
Drawdown time
0.52
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
19.30
fmsl OK
Storage elevation
20.80
fmsl
Storage SA
4,263.00
f?
Top elevation
21.50
Imsl
Basin Bottom Dimensions
Basin length
78.00
It
CEP 0 8 ?008
Basin width
40.00
It
Bottom SA
3,120.00
h'
Fonn SW401-Infiltration Basin-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Permit No. 51 0�60 4�5
(to be provided by DWO)
Additional Information
Total runoff volume raptured by basin
1.48
ac-in
OK
Length of vegetative filter for overflow
50.00
It
OK
Distance to structure
450.00
it
OK
Distance from surface waters
765.00
ft
OK
Distance from water supply well(s)
NA
ft
OK
Separation from impervious soil layer
NA >4'
If
OK
Naturally occuring soil above shwt
4.33
It
OK
Bottom covered with 4-in of clean sand?
N
(Y or N)
Must cover bottom with 4-in of clean sand
Proposed drainage easement provided?
NA
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Y
Swale
t,-
S�e 4 a 1p00
Form SW401-Infiuration Basin-Rev.2 Parts I. & I. Design Summary, Page 2 of 2

Permit No. S hJkO'�>y-] 3c/
(to be provided by D WO)
III. REQUIRED.ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
MITI
Pagel Plan
Sheet No.
(45
C5
C6
C6
Plans (1"- 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
3. Section view of the infiltration basin (1 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verity the volume provided.
h7Mr 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6.5 6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
_drJJqL 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
/v14" 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III, Required Items Checklist, Page 1 of 1

State Stormwater Management Systems
Permit No. SW8 080734
Intel BN Interim Facilities
Stormwater Permit No. SW8 080734
Onslow County
Designer's Certification
II__ n j` 1
I, �C`�r'\ UCV, as a duly registered PfC1 Ysfi�. / L I Arrr in the
State of North Carolina, awng been authorized to obsery(periodicall wsektyL#ali
-time) the construction of the project,
T3M -14ef
(Project)
06 -C - 6W
for man'" %BPS &Sfr 6wO Cr,r�e (Project Owner) hereby state that, to the
best of my abilitie , due care and biligCnce was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date 'r— /(61 O�
SEAL
SEAS.
14433
H
MAY 17 2021
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080734
Certification Requirements:
�1. The drainage area to the system contains approximately the permitted
acreage.
�2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
L�--3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
�. All roof drains are located such that the runoff is directed into the system.
�. The outlet / bypass structure weir elevation is per the approved plan.
The outlet / bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet / bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
0. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
/ 11. The permitted amounts of surface area and/or volume have been
provided.
V
All required design depths are provided.
All required parts of the system are provided.
The required system dimensions are provided per the approved plans.
All components of the stormwater BMP are located in either recorded
common areas or recorded easements.
cc:. NCDENR-DWQ Regional Office
MAY 17 2021
Page 7 of 7 By -Le
��

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: US Marine Corps- Camp Lejeune vCi_ UC{
PERMIT #: WO0033314 (" cc UU
66
PROJECT: Intel Interim Facilities Sewer
ISSUE DATE: August 15, 2008
COUNTY: Onslow
This project shall not be considered complete nor allowed to operate in accordance with Condition 6
of this permit until the Division has received this Certification and all required supporting documentation.
Consequently, it should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Surface Water Protection Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
I,#4{yI!��•r as a duly re istered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting material -
North Carolina Professional Engineer's Seal w/signature & date
CERTIFICATION COMMENTS OR DETAILS
Final ❑ Partial
Comments:
MAY 11 2021
i
NC Division of Water Quality 127 Cardinal Drive Extension Wilmington, gton, NC 28405
Wilmington Regional Office Phone: [phone] FAX:[phone]