SW8081007_CURRENT PERMIT_20210604

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
zo?-l"04
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATT1
Secretary
BRIAN WRENN NORTH CAROLINA
Dhre r Et idrrtm rental Quality
June 4, 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 081007
Camp Johnson M200 Parking Area and Jogging Trail
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stornwater Management Permit Renewal Application for
the subject project on May 17, 2021. The Division is hereby notifying you that permit SW8 081007 has been renewed
on June 4, 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 December 12, 2008 and most
recently modified June 30, 2014, 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 919431-3000, 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, Gki1L.4 i'U..-C�Q
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Permits & Projects\2008\081007 HD\2021 06 permit 081007
cc: NCDEQ-DEMLR Wilmington Regional Office
nrnm ®i" ~' North Carolina Department of Environmental Quality I Division of Energy. t4neal and Land Resources
./ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

State Stormwater Management Systems
Permit No. SW8 081007
Cirri i73:LiI;ii.IN11:IQ 141:/_1
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT WITH AREAS OF HIGH DENSITY
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
Camp Johnson M200 Parking Area
Taft Road and Coolidge Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a 24% overall low density development with one (1)
infiltration basin treating an area of higher density in compliance with the provisions of Session Law
2008-211 and 15A NCAC 2H .1000 (hereafter collectively and separately 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
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at no more
than 24%, as required by the stormwater rules.
3. This permit covers the construction of a total of 117,221 square feet of built -upon area, with
58,093 sq. ft. allocated to the low density area and 59,128 sq. ft. allocated to the high density
area. Within the untreated low density drainage area, the 58,093 square feet of proposed BUA
includes 8,044 square feet of future BUA allocation and 9,976 square feet of existing BUA.
4. Within the high density area, an infiltration basin stormwater management system has been
approved for the management of stormwater runoff as described in Section 1.14 of this permit.
The stormwater control, Infiltration Basin #2, has been designed to handle the runoff from
59,128 square feet of proposed impervious area. This permit does not provide any allocation
of built -upon area for future development within the high density drainage area.
5. The infiltration basin must be operated with a 50' vegetated filter, designed to pass the peak
flow from the 10 year storm in a diffuse and non -erosive manner.
6. Within the designated low density area, the only runoff conveyance systems allowed will be
vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in
the stormwater rules and approved by the Division.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 081007
No piping is allowed within the low density areas except that minimum amount necessary to
direct runoff beneath an impervious surface such as a road (or the jogging trail) or to provide
access.
8. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
9. The runoff from all built -upon area within the permitted high density drainage area of this
project must be directed into the permitted stormwater control system.
10. The project shall provide a 50' wide vegetated buffer adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of
bank of both sides of streams and rivers, and the mean high water line of tidal waters.
11. All runoff directed into and through the vegetative buffer must flow through the buffer in a
diffuse manner.
12. All runoff directed into wetlands shall flow into and through the wetlands at a non -erosive
velocity of 2 feet per second or less.
13, Roof drains must terminate at the outer edge of the buffer.
14. The following design criteria have been permitted for the infiltration basin and must be
provided and maintained at design condition:
Basin 2
a.
Drainage Area, acres:
1.81
Onsite, ft2:
78,680
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
59,128
Onsite, ft2:
59,128
Offsite, ft2:
0
C.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
2.30
e.
Bottom Elevation, FMSL:
13.70
f.
Bottom Surface Area, ft2:
6,490
g.
Bypass Weir Elevation, FMSL:
14.80
h.
Permitted Storage Volume, fit':
7,774
i.
Predev. 1 yr 24 hr peak flow, cfs:
0.02
k.
Type of Soil:
Baymeade
I.
Expected Infiltration Rate, in/hr:
3.40
M.
Seasonal High Water Table, FMSL:
11.50
n.
Time to Draw Down, hours:
4.2
o.
Receiving Stream/River Basin:
New River / White Oak
P.
Stream Index Number:
19-(11)
q.
Classification of Water Body:
"SC HQW NSW'
II. SCHEDULE OF COMPLIANCE
1. The approved vegetated runoff conveyances shown on the approved plans shall not be
altered, filled in, or piped, except for minimum driveway crossings, unless and until the
permittee shall have submitted a modification to the permit and received approval from the
DEMLR.
2. 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.
3. The permittee shall monitor the project on a routine basis and shall maintain compliance with
the permitted maximum built -upon area limits described on the application documents.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 081007
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.
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.
7. 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.
8. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
9. Records of maintenance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were taken.
10. 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.
11. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 081007
12. 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.
13. 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.
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.
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,
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 081007
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 4th day of June 2021.
NO��R��TH CAROLINA// ENVIRONMENTAL MANAGEMENT COMMISSION
�rian�6rect r
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Camp Johnson M200 Area Parking and Jogging Trail
Permit No. SW8 081007
Approval
Date -- .
Permit
Action'
"BIMS
Version
'Description of the'Changes
12/12/2008
Original
Approval
1.0
4/17/2012
Modification
1.1
Jogging trail added; HD
drainage area increase
6/30/2014
Modification
1.2
Basin 1 removed; parking lot
mod; partial trail area
removed
6/4/2021
Renewal
2.0

,1
Permit Number: 'Sk-XY60'YLO—]
(to be provided b WQ)
Drainage Area Number: 11
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.
OCT 3 0 ?008
pY:
corm SW401-Infiltration Basin O&NI-Rev.3
Page 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.
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.
OCT 3 0 2008
3Y:
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: k C) % I C-»
(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 Leieune - M200
BMP drainage area number:
Print
Title: Deputy Public Works Officier
Address: Bldg. 1005 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.
I,/Hf // Oct/l% , a Notary Public for the State of
,)�//�//i� �aio%u County of �/z/J do hereby certify that _ �s
personally appeared before me this c�
day of (1-20e), and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements.
I I -a;
ALICE A WNNIM
Notary "fic
On*m County
State of Nor1A Caroll
2010
SEAL
Witness my hand and official seal,
My commission expires ems` �
OCT 3 0 2008
im'7.
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

-------------
MA Cowwngau emaet Oct 33' solo
Vote of 14041) CaiatWa
Omom Coe A
"cLA enppc
once V iowuuE

Permit Number: 6u—� �azz
(to be provided b 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 time 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.
4�4 I U� II i _,
OCT 3 0 70f1R
Form SWU401-1-evel Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.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).
three to six inches.
Areas of bare soil and/or
-approximately
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.
401 Oversight Unitat 919-733-1786
OCT 3 0 2008
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number: ky % t (X)%
(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:USMCB Lejetme - M200
BMP drainage area number:
Print
Title: Deputy Public Works OfficierBldg.
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.
11 W'ZIA it , a Notary Public for the State of
County of r2r/o<J do hereby certify that
personally appeared before me this :�201&!:
day of Q cAVJ' , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
AUCE A DONNEM
Notary Public
Omlow County
StWO of North Ccrollna
mmtuton Exotres Oct 2.1
SEAL
My commission expires 6 o UCH` �/O
p�7-T
OCT 3 fi 2nnR
BY:_ --
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
Page 3 of 3

Permit Number: �/o °
7
(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 anti/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.
APR 0 9 ZOIZ
Form SW401-infiltration Basin O&M-Rev.3 Page 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.
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.
I:
APR U 9 101Z
Form SW401-Infiltration Basin O&M-Rev.3 -mow. Page 2 of 3

i
Permit Number:
(to be provided by DWQ)
1 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:Camp Johnson M200 Area Parking car a Joc" T rO
BMP drainage area number:I
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:BLDG 1005 MICHAEL ROAD
Phone: [phone] .,
Signature:
Date: 3 ' a ?'— / Z
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, �/�Ci //4&44&�l , a Notary Public for the State of
/✓G County of do hereby certify that
A'/ personally appeared before me this
day of c;&/L , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
ALICE A. BONNETTE
Notary Public
Onslow County
State of North Carolina f�f,
M Commission E Iree '
SEAL
My commission expires 6-,2-2 Dw&,r_
Fivt; yam•
yam- -_- 1 iu.l
All 0 9 1111,
Form SW401-Infiltration Basin O&M-Rev.3 L.-- Page 3 of 3

Permit Number: v 1-7
(Io be provided by DWQ)
Drainage Area Number: 2
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.
APR 99 Z111Z
Form SW401-Infiltration Basin O&M-Rev3 '3��; Page 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 laver 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.
APR U 9 2012
Form SW401-Infiltration Basin O&M-Rev.3 :��. Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nome:Camp Johnson M200 Area Parking Ut\_�3 CcA
B11P drainage area number:2
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:BLDG 1005 MICHAEL ROAD
Date: e� — 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.
_/ 4A 11 a Notary Public for the State of
County of Oflt V , do hereby certify that
� personally appeared before me this
day of A,,< �i� , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
ALICE A. BONNETTE
Notary Public
Onalow County
State of North Caro ina
CommisalonEx Irea ��'�r
SEAL
My commission expires Cl/�//�
APR 0 9 201Z
Form SW40 I -Infiltration Basin O&M-Rev3 Page 3 of 3
3`:

Permit Number: S U-oy'� (�`»
(to be provided , 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.
OCT 3 0 y099
Tom]•
Form SW401-Infiltration Basin O&M-Rev.3
Page l of 3

BMP element:
Potentialproblem:
How I will remediate the roblem:
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.
OCT 3 0 2008 1
BY:
Form SW401-Infiltration Basin O&M-Rev.3
Page 2 of 3

Permit Number:
(to be provided by DWQ)
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 - M200
BMP drainage area number:
Print
Title: Deputy Public Works Officier
Address: Bldg. 1005 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.
e- I I -Pi , a Notary Public for the State of
County of 0M-'s a) do hereby certify that
h personally appeared before me this
day of ( Nobel , ai006 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. �Witness
Cmyy handandofficial seal,
ALM A 111101111111111M
Nowy Wbw
Olnlow CaMMy
LtaN of Nam COM
SEAL
My commission expires 6;1�1 a ��w
OCT 3 (1 70nR
-rev.
Form SW401-Infiltration Basin O&M-Rev.3
Page 3 of 3

*A Coww(nynu L�WPIFC
smo
21ato of
0040.
oua{o
wiCE

Permit Number.S\Q % 0`9 (W-%
(to be provided I DW j) 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
(1`IIPC, 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.
rC 7--�,VNMEI—]D�
OCT 3 0 2008
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page l 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.
401 Oversight Unit at;919-7334786.—
L�'OC�T_3'0?008'
I
Form SWU40I-Level Spreader. Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

-.
Permit Number: 6 L_� OV V Imo»
(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 narne:USMCB Lejeune - M200
BMP drainage area number:
Print
Title: Deputy Public Works OfficierBldg.
Address:Bldg. 1005 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.
I, t C'(-0h Pi a Notary Public for the State of
County of as 10 L,-) do hereby certify that
1 k V personally appeared before me this
day of eg�00r, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
AWE A SONN@fti
f#otory Public
Onaiow County
MaM of North Carolina
Unission E.nirel Oct 21
I I OCT s o Zoos
SEAL
My commission expires ':��
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

eW:,*0401A
,, • ,..yea oa 31' 3010
OI Nottu COLOFJUO
UVIOM ComuJA
bnplIC v JOWKEI►E

NC DEQ Division of Energy, Mineral and Land Resources
f�AY yS2`21
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 081007
2. Project name: Camp Johnson M200 Parking Area and Jogging Trail Overall Low Dessity Stormwater
Project with areas of High Density
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? N/A
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/about/divisions/energv-
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at., https://deg.nc.gov/about/divisions/enerqv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp 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]
�9=$4
MAY 17 2021 ;
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).
ECEI V
MAY 17 2021
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMI C RT FICATIONJ
I, _� 01Y aj , the person legally responsible for the permit, certify that I have
a copy of the Permit arid 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 er forms to modify or transfer the permit prior to any changes to the
project, SCM wi ership. All in orma *on provided on this permit renewal application is, to the best of my
knowledge, orrec ai co lete.
Signature: Date: Z
LJ
NOTARIZATION: - t
I, E-0 n1 Iy 5e� a Notary Public for the State of
61,rlk� , County of do hereby certify
that 1' A hover A•✓ f personally appeared before me
this the `t day of 1" 20 LI , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
���ururr�'
(Notary Seal) 2utol
\4 ER`SOPRY
Notary Signature:
l Pv
My commission expires I �U2b '.�.� • .`
'Ile
v'rOrW
MAY 11 2021' a
BY..
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

jV,

Y
PermitNo.- )
D 9/DO
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
(to be provided by DEMLR)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and.transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H. 1008(g).
1. PROJECT INFORMATION
Project Name : M200 Area Parking and Jogging trail (SW8 081007) - Portion of Trail Removed
Contact Person: Vincent Chirichella. PE Phone Number: ( 919 )828-1876
Number of Lots: Allowable Built Upon Area (BUA) Per Lot*:117,221 sf
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction [non-SAI only)
IL BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://i)ortal.ncdenr.org/web/Ir/state-stormwater-forms does)
Complete the following calculation in the space provided below where: ECEIVE
fj• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 10 JUN 19 2014
• RA Road Area - the total impervious surface occupied by roadways. BY.
• CA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page I of 4

Calculation:
For uniform lot sizes:
(SA: 658,103 ft2 x DF: 0.24) — (RA: 0 ft2) — (OA: 0 ft2) = BUA per Lot = 117,221 ft2
(No of Lots: 1)
For non -uniform lot sizes:
a. (SA: ft2 x DF: ) — (RA: ft2) — (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http:/Ihdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale desien information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
(%
Vaiiow
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
n Jun
1 9 zul4
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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 that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then iustiflcation must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
4l. C-la> a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
JT� — b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
v/1L — c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
_QU` d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
v5L A"_* e. Built upon area calculations are provided for the overall project and all lots.
�1TC, — f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
J1L — g.
Side slopes of swales are no steeper than 3:1; or no steeper than .5:1 for curb outlet swales.
h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
ylL — i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
\ATC. — j.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
kJJL C- tas k.
Swale detail and permanent vegetation is specified on the plans.
%L 1.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
,)IL. , in. Swales are located in recorded drainage easements.
V L _ n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
Vic, — o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each Swale EC E IVE
p.tt Curb outlets direct flow to a swale or vegetated area. JUN 19 2014
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may re a additional buffers.
tt Only complete these items for projects with curb outlets. RV:
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Neal Paul Deputv Public Works Officer
Address:1005 Michael Rd Camp Leieuene NC 28542
Date: �1TW
Note., The legally responsible party shod not behomeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has be named t e president.
aNotary � NlP�ublic for the State of �d ins ,County of �,�y
do hereby certify that Ala/ /Gu personally appeared before me this(
day of 17tl I yD/V , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness and and o/ tcial seal,
ECEQVE
Notary signature
JUN 19 2014
L=j
ETTEcBY:�tyro Ina 1 evel
My commission expires
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

Permit No. 111flSd91190
(to be provided by DWO)
�OF WArFq `
O
®�j>F STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name
M200 Area Parking and Jogging Trait
Contact Person
Howard Resnik
Phone Number
910.791-4441'
Date
4/4@012
Drainage Area Number
1
- -
II; DESIGN'INFORMATIONW•.". .K�, ,i:° ..�'_
° .._.,' ,7d -zip: .°`,:. ,w ro. t.i x >3 � a k. a, �3,*,'F - .� v,:
Site Characteristics
Drainage area
78,727.00
'ryz
Impervious area
60,785.00
ry2
Percent impervious
77.21
%
Design rainfall depth
1.50 `-..
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.83
in
1-yr, 24-hr intensity
0.16:".i'.
'in/hr
Pre -development 1-yr, 24-hr discharge
340
rya/sec
Post -development 1 yr, 24-hr discharge
9.06
rya/sec
Pre/Post 1-yr, 24-hr peak flow control
5.66
n�/sec
Storage Volume: Non -SA Waters
Minimum design volume required
7,330.00>.
ff'
Design volume provided
7,573.00-ryl
OK for non -SA waters
Storage Volume: SA Waters
1.5' runoff volume
' , rys
Pre -development 1-yr, 24-hr runoff volume
,ry'
Post -development 1-yr, 24-hr runoff volume:..
rya
Minimum required volume
to
Volume provided
'.
. ry'
Solis Report Summary
-
Soil type
Baymeade
Infiltration rate
3.20'..
'inlhr
SHWT elevation
12.33 ..�
:fmsl
Basin Design Parameters
-days
Drawdown time
0.26
OK
Basin side slopes
3.00 =
'.:1 OK
Basin bottom elevation
14.40 `. '
`fmsl OK
Storage elevation
15.50:`
fmsl
Storage Surface Area
7,527.00 -
fe
Top elevation
16.00 a
,fmsl
Basin Bottom Dimensions
Basin length
-.. ' 142.60 ;
off
Basin width
43.85 .
It
Bottom Surface Area
6,253.00 ,
ryz
Form SW401-Infiltration Basin-Rev.5 11Ap2011
REE CRV D
APR U 9 2012
BY;
Parts I, a II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
_
2.00
-. 'ac-in
OK
Length of vegetative filter for overflow
- 30.00.
If
OK
Distance to structure
. >15 -.
;ft
OK
Distance from surface waters
,:>30 <'
f ; It
OK
Distance from water supply wells)
;->100 :•
.ft
OK
Separation from impervious soil layer
2.00
it
OK
Naturally occuring soil above shwt
2.00,
ft
OK
Bottom covered with 4-in of clean sand?
i y. ,.
".'(Y or N)
OK
Proposed drainage easement provided?
n -
; (Y or N)
Need a recorded drainage easement
Capures all runoff at ultimate build -out?
'''y'.'.
•(Y or N)
OK
Bypass provided for larger storms?
" y f -. "
(Y or N)
OK
Pretreatment device provided
-sump
�. C..�. V .lr.,LJ�
APR U 9 ZU1Z
BY:
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. a II. Design Summary, Page 2 of 2

Permit
(to be provided by DWD)
111.=REQUIRED ITEMS CHECKIIST,� _.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
u,a. G -S
1. Plans (1' - 50' or larger) of the entire site showing:
C 9 UO
- 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.
U ,�• L" 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.
V , Q, C_% 3. Section view of the infiltration basin IV = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
u, e. Cc,,1zs 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
AA <L-1-s 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
d•cllr 1 II W0% 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. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
ii. er\c1,54
7. The supporting calculations.
X, R, ent6e!L
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
_h_ u__ WIN
9. A copy of the deed restrictions (if required).
APR U 9 ZIJ1Z
BY:
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No. _k3 c(D% ( ()()—I
fro, be provided by DINO)
G"A//��y=0�fWArFq
STORMWATER MANAGEMENT PERMIT APPLICATION FORM s�
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
1.111P.ROJ ECTIINEO RMATION
Project Name USMC - M200
Contact Person (Bryan Dick
Phone Number ,864-506-1465
Date :10/26/2008 ;
Drainage Area Number !B I
IHD ESIG NI IN EO RMATION
Site Characteristics
Drainage area
_
68,055.00
�. ftz
Impervious area
58,124.00
Ift'
Percent impervious
0.85
%
Design rainfall depth
1 1.50
Iin
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 -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.6' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
Form SW401-Infiltration BasinRev.3
3.70
lin
0.90
!in/hr
i 0.02
Ift'/sec
1 1.20
Itelsec
1.18
ff'/sec
6,964.00 dt'
7,015.00 ih'
Saymeade
3.40 iinfhr
1 11.50 Ifmsl
f-0.16 days
3.00
1:1
I 13.70
Ifmsl
14.70
Ifmsl
f 7,540.00
If?
16.00
1fmsl
r 59.00 � tt
110.00 !ft
I 6,490.00 Ift'
OK for non -SA waters
OK
OK
OK
it X_k"IF,, 1
OCT 3 © 2008 i
Parts I. a II. -Design Summary; Page1,ot2—

Permit No. S �'_O %0'� ( u (Y—I
(to beprovided by D WO)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Captures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1.92
ac-in
OK
50.00
tt
OK
200.00
It
OK
1,200.00
It
OK
NA
;ff
OK
NA
ift
OK
2.20
ft
OK
N
I(Y or N)
Must cover bottom with 4-in of clean sand
NA
I(Y or N)
OK
Y
I(Y or N)
OK
Y '.(Y or N) OK
_ a
OCT 3 0 2008
�S7•
Form SW401-Infiltration Basin-Rev.3 Parts 1.811, Design Summary, Page 2 of 2

Permit No U� 1
(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
Initials Sheet No.
_Bj2Z 3 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.
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.
400a 66 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
8/!i0
?
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.
G cy
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
A7 c!J
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
O ,T 3 0 2008
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

r Permit No. _!w
(to be provided by DWO)
AO?p4 WATFg
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o�C €
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
II: PROJECT INFORMATION: -:.,,. .... -1... J ^, ��� .c • ... _ 1., .,, 1. I
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
M200 Area Parking and Jogging Trail._'
,Howard Resnik
910-791.4441
4/4/2012
2
'
'
II:,DESIGN INFORMATION,.„
Site Characteristics
Drainage area
78,680.00
ryz
Impervious area
59,128,00,
,ry'
Percent impervious
75.15
Design rainfall depth
1.50
`in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
- 3.83 "-.'
'in
1-yr, 24-hr intensity
0.16--.'
iirVhr
Pre -development 1-yr, 24-hr discharge
3,40 -: ',,
ff?/sec
Post -development 1-yr, 24-hr discharge
9.06, s":=:Ift'/sec
Pre/Post 1-yr, 24-hr peakflowcontrol
5.66
ftlsec
Storage Volume: Non -SA Waters
Minimum design volume required
_
7,144.06.
!ry3
Design volume provided
7,774.00 ..
ry3
OK for non -SA waters
Storage Volume: SA Waters
1.5'runoff volume
_
Pre -development 1-yr, 24-hr runoff volume
-
'ry,
Post -development 1-yr, 24-hr runoff volume
`
h3
Minimum required volume
its
Volume provided
:"
ff'
Soils Report Summary
Soil type
Baymeade.
Infiltration rate
3.40 - -.
in/hr
SHVI7 elevation
-11.50 :.
` • nnsl
Basin Design Parameters
Drawdown time
- 0.20 ; z'=1
days
OK
Basin side slopes
3.00,.'
:1
OK
Basin bottom elevation
13.70--.
fmsl
OK
Storage elevation
.14.80 -
'; fmsl
Storage Surface Area
7,649.00 .-.
f?
Top elevation
16:00 "-,-"fmsl
Basin Bottom Dimensions
Basin length
110.00.-
It
Basin width
- 59.00
It
Bottom Surface Area
6,490.00
It,
APR U J Z01Z
Form SW401-Infiltmtion Basin -Revs 11 Ap2011 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provired by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply wells)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
OK
OK
OK
OK
OK
OK
OK
N) OK
N) Need a recorded drainage easement
N) OK
y : (YorN) OK
'sump
APR U 9 Z01Z
BY:
Form SW401-Infiltration Basin-nev.5 11Ap2011 Pans 1. a If. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS_CHECKLIST-
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
_AAL a. G _ S
1. Plans (1" - 50' or larger) of the entire site showing:
C 1�
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.
CA 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.
Q C _`b 3. Section view of the infiltration basin (1' = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
-&,L- C"165 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Se,` c 45 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
ck4ed 11141)i 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. A construction sequence that shows how the inftiration basin will be protected from sediment unfit the
entire drainage area is stabilized.
ncW 7. The supporting calculations.
e e ea 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N 1I 9. A copy of the deed restrictions (if required).
APR 0 9 Z01Z
Form SW401-Infiltration Basin-Rev.4 Page 11 of 1 Part III. Required Items Checklist, Page 1 of 1

Srs�0�10�
�f wFIFq
* ���
NCDENR c
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 A P. R O'J ECTONF,O RMATION
Project name I lJSMC - M200
Contact name (Bryan Dick
Phone number 1919-854-6254
Date iOctober 26,2008
Drainage area number IB
I I .'IDESIG NI IN F,O RMATI ON
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Orawdown 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 in/hr 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 cfs
Answer 'Y'to one of the following:
Length based on the 1 in/hr 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?
68,055.00 Iftz
58,124.00
iftz
85.41
%
0.89
1
1.39
cfs
3.00
Imin
2.s'in/hr
3.48
cfs
N 1(Y or N)
N (Y or N)
N I(Y or N)
Y i (Y or N) Please complete filter strip characterization below_
56.00 gift
0.00
it
0.00
It
50.00
iff
14.00
Ifmsl
13.00
lfmsl
2.00
%
N
I(Yor N)
200.00 1 sg it
13 ft/cfs
N ,(Yor N)
Y (Y or N)
N i(Yor N)
3.48 icis
N ;(Y or N)
50.00 it
N (YorN)
OK
OK
Me,
A bypass device is not needed.
Level spreader length OK.
ACT 3 0 2008
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary. page 1 of 2

Bypass Channel Design (if applicable) _
L. Does the bypass discharge through a wetland? (Y or N) Do not complete this section of the worksheet.
Does the channel enter the stream at an angle?-(Y or N) Do not complete this section of the worksheet.
Dimensions of the channel (see diagram below): Do not complete this section of the worksheet.
M ih Do not complete this section of the worksheet.
B - lh Do not complete this section of the worksheet.
W ih Do not complete this section of the worksheet.
y it Do not complete this section of the worksheet.
Peak velocity in the channel during the 10-yr storm 1cfs _ _ Do not complete this section of the worksheet.
Channel lining material Do not complete this section of the worksheet.
n
M M
♦ N
OCT 3 0 2008
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rov.5 Parts I. and ll. Design Summary, page 2 of 2

SW�1�0�
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
Infliils Sheet No.
fJ��/ G 3
0A
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 1S 2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
C �+ 3. Section view of the level spreader (V = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
C3"Cy
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
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.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
O ,1 3 0 7-008
Form SW401-Level Spreader, Filter Strip, Restored Riparian Butter-Rev.5 Part III, page 1 of 1

�' 71VFD smilzc0cirI
DEC 1 0 2008
W
FWA1F
TA BY:
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must he completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name
Contact name
Phone number
Date
Drainage area number
- M200
Dick
II..�DESIGN'INFORMATION .i.^..':Fik[': `1 e'. ' : " i 4 ',' • r''• �_s".,t� ''t'`.5t'i'>{f'' }i^.✓.: _ ..f ;SY ?
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 inthr 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 cfs
Answer Y' to one of the following:
Length based on the 1 ini storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
74,682.00 Iftz
59,749.00 'ft2
80.11 %
0.86
1.47 cfs
2.00 Imin
2s' inlhr
3.68 cfs
N !(Yor N)
! N '!(Yor N)
N -,(Y or N)
Y i(Y or N) Please complete rdter strip characteni below.
50.00
lft
0.00
it
0.00
It
50.00
It
1 14.00
Ifmsl
1 13.60
ifmsl
0.80
%
N
(Y or N)
OK
OK
200.00 sq It OK
13 fucfs
F_ N
J(YorN)
I Y
I(Y or N)
I N
(Y or N)
1 3.68
!cfs
I N
I(YorN)
A bypass device is not needed.
Form SW401-Level Spreader, Filler Strip, Restored Riparian Buffer-Rev.S Parts I. and II. Design Summary, page 1 of 2

DEC 1 0 Z008
Length of the level lip 50.00 ft Level spreader lenth OK.
Are level spreaders in series? N (Y or N) BY;
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
�(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheel.
ft
Do not complete this section of the worksheet.
it
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
cfs
Do not complete this section of the worksheet.
i B i
Do not complete this section of the worksheet.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5
Parts I. and If Design Summary, page 2 of 2

5%JT0't\pD7
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.
&NQ C' 3
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.
C b 2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
-0 c6 3. Section view of the level spreader (1"= 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
I iAE- 4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
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.
/}! 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
l./ >r'} 8. A copy of the deed restrictions (if required).
OCT 3 0 2008
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

`NOV'2 5 2008 - Permit No.�6 uU
(to be provided by DINO)
f ___
.I '0 WATFg
TASTORMWATER IIMANAGEMENT PERMIT APPLICATION FORM o c
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
IUSMC-M200
I I111 DESIG NI IN EO R MA•TION
Site Characteristics
Drainage area
74,582.00
!ft�
Impervious area
59,479.00
inz
Percent impervious
0.80
Design rainfall depth
1.50
iin
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
0.02
,n3/sec
Post -development 1-yr, 24-hr runoff volume
1.16
n3/sec
Pre/Post 1-yr, 24-hr peak flow control
1.14
n3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
f 7,158.00 'n3
7,203.00 n3
n3
,n3
n3
n3
n3
Baymeade I
3.20 l in/hr
` 12.00 'fmsl
0.17 days
3.00
:1
14.40
Ymsl
15.45
fmsl
7,437.00
iftz
I 16.00
'fmsl
143.00 n
44.00 i n
6,281.00 ',fe
OK for non -SA waters
OK
OK
OK
Form SW401-Infiltration Basin-Rev.3 Paris I. & If. Design Summary, Page 1 of 2

Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
y �.../l./.IJ� �/ �✓..sue
NOV 2 5 2008
1 A] ia,.in_-
1,500.00
It
NA
ft
NA
ft
2.40
it
N
I(YorN)
NA
(Y or N)
Y
,(Y or N)
Y
(Y or N)
Permit No. �(Y O1 mrl
(to be provided by DWO)
OK
OK
OK
OK
OK
OK
OK
Must cover bottom with 4-in of clean sand
OK
OK
OK-- - -- -- -- -
Form SW401-Infiltration Basin-Fev.3
Parts I. a 11. Design Summary, Page 2 of 2

If -
Permit No. J W 5110 1�9 ( LC__1
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initi Is
Sheet No.
:3_
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.
Q j�
6A3
Cq
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.
C 6
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
Cfj
- Inlet and outlet structures.
4. A table incremental & accumulated volumes to verify the volume
of elevations, areas, volumes provided.
n0
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.
�A
C
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
eA ATVW*
4;A1
AA
7. The supporting calculations.
6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
(-�w,T'\71F, i
OCT 3 0 2008
3Y:
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 081007
Camp Johnson.- M200 Area Parking and Jogging Trail
Stormwater Permit No. SW8 081007
Onslow County
Designer's Certification I I'
Howard Resnik as a duly registered professional engineer in the
State of North Carolina, having been authorized to obsery periodic weekly/ full
time) the construction of the project,
M200 Area Parking and Jogging Trail
(Project)
for MCs Camp Lej eune (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:
�2Q of E s S/o� �9
SEAL
a 025483 r
INE�c?. SEAL
S.
Signature
Registration Number
Date 5/7/2
NC PE 025483
ECEIVE
MAY 0 8 2014
By:
Page 8 of 9

`^_�
. ,.
...�
��.;
;;,•
...,
�.:-.
l ...i . ? l
�3
,.
r ,+"�
0 +,
$,� a�.
,...
,'1.

State Stormwater Management Systems
Permit No. SW8 081007
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.
N w 4.
All roof drains are located such that the runoff is directed into the system.
►t. 5.
The bypass structure weir elevation is per the approved plan.
4 N A 6. The bypass structure is located per the approved plans.
4K_A�# 7. A Trash Rack is provided on the bypass structure.
#rt(, 8. All slopes are grassed with permanent vegetation.
W9. Vegetated slopes are no steeper than 3:1.
�V 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
Nk rd 11. The permitted amounts of surface area and/or volume have been
provided.
,ijti A- 12. All required design depths are provided.
A# 13. All required parts of the system are provided.
�)IA 14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
4fClef//�Vl, ) low dens i!'y 'tlYac1-
Page 9 of 9

State Stormwater Management Svstems
Permit No. SW8-081007
Camp Johnson - M200 Area Parking
Stormwater Permit No. SW8-081007
Onslow County
Designer's Certification
James J. Bums , as a duly registered Engineer
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
P1229 PEB & Parking Lot, M200 Area
(Project)
for US Marine Corps, Camp Lejeune (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 GD��
Registration 4umber 31185
Date
10
oPtH CAgp�
;� tea.: �FESS%p''•.•/.y =;
Al
.NG(NEEP' 6
. 9,j;�s J. BUP�'

State Stormwater Management Systems
Permit No. SW8 081007
Certification Requirements:
1V 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.
kv-5. The bypass structure weir elevation is per the approved plan.
_.p�6. The bypass structure is located per the approved plans.
V�7. A Trash Rack is provided on the bypass structure.
CxF '8. All slopes are grassed with permanent vegetation.
C\/" 9. Vegetated slopes are no steeper than 3:1.
V-10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
CV' 11. The permitted amounts of surface area and/or volume have been
provided.
lV 12. All required design depths are provided.
!3. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 8 of 8

. DEPARTMENT OF THE NAVY TELEPHONE:
OFFICER IN CHARGE OF CONSTRUCTION 910-449-5557
RESIDENT OFFICER IN CHARGE OF CONSTRUCTION FAX [phone]
NAVAL FACILITIES ENGINEERING COMMAND CONTRACTS IN REPLY REFER TO:
1005 MICHAEL ROAD
CAMP LEJEUNE, NC 25547-2521 JAX/yib
22 Jul 2011
From: Jim Burns, SCM OICC US Marine Corps, Camp Lejeune
To: Carl Baker, Deputy PWO
Subj: N40085-07-D-1907 T.O. 0010, PEB & PARKING LOT, M200 AREA, STORM WATER
PERMIT SW8-081007
Ref: (a) Storm Water Permit SW8-081007
Encl: (1) Engineering Certification
1. As required by reference (a), enclosure (1) provides the Engineer's Certification.
2. If there are any further questions concerning the subject contract, please call the undersigned at
[phone].
J J.1 Burns, P.E.
Copy to
EMD (Attn L Acosta with original permit)
Quality Performance ... Quality Results