SW8110611_CURRENT PERMIT_20210526

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I U to l l
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2\ oS7-u
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
BRIAN WRENN
D&raor
May 26, 2021
Marine Corps Base Camp Lejeune
Attn: Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28547
NORTH CAROLINA
Fatv4onmeata/ Quality
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 110611
Mobile MOUT Training Area
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stotmwater Management Permit Renewal Application for
the subject project on May 17, 2021. The Division is hereby notifying you that permit SW8 110611 has been renewed
on May 26, 2021, and shall be effective until September 16, 2029. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of
the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on September 16, 2011 and most
recently modified on October 13, 2017, will remain in full force and effect in accordance with the regulations set forth
in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely, /�� Q�
in/G VLK1 /7t^�at
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams: %Stormwater\Permits & Projects\2011\I10611 HD\2021 05 permit 110611
cc: NCDEQ-DEMLR Wilmington Regional Office
®NK �M North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
txwm.0 uvn
��� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 110611
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY WITH AREAS OF HIGHER 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
Commanding Officer US MCB Camp Lejeune
Mobile MOUT Training Area
Range Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of an overall 12% low density project with three (3)
infiltration basins and one (1) wet detention pond to treat the areas of higher density, within '/z mile of
and draining to SA waters, in compliance with the provisions of 15A NCAC 2H .1000 and Session Law
2008-211 (the "stormwater rules') the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this
permit.
The facilities shall be constructed, operated and maintained in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data attached to and on file with
the Division. This permit shall be effective from the date of issuance until September 16, 2029, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Sections 1.9, 1.10 and 1.11 of this permit. The stormwater controls labeled BMP 1,
BMP 2, BMP 3 and BMP 4 are designed to handle the runoff from 193,072 ft2, 67,082 ftZ,
33,977 ft2 and 26,572 ft2, respectively, of impervious area.
3. The overall project shall be maintained at or below a maximum density level of 12%. The
project is a "mobile" training area, meaning that the built -upon area will be relocated within the
project area as training demands. The maximum allowable amount of built -upon area for the
entire 1,038 acre project area is 5,425,834 square feet. With this modified permit, a total of
1,347,932 sf of impervious area is permitted. Of this amount, 1,197,034 sf is existing
previously permitted BUA prior to consolidation; 34,823 sf was added with the February 2012
modification; and, 116,075 sf is proposed new BUA for P1479. A total of 4,077,902 sf of
impervious area is available for future development.
4. The P1479 project utilizes sheet flow and vegetated conveyances to convey runoff to a level
spreader (Subbasin DA's 3, 4, 9, 10 & 14) which has been designed to handle the peak flow
from the 1 inch per hour storm and to achieve diffuse flow.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 110611
91
t7
A 50' wide vegetative buffer must be provided adjacent surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of both
sides of streams and rivers and the mean high water line of tidal waters.
For each permitted BMP, the runoff in excess of the design storm must flow overland through
a 50' vegetated filter designed to pass the peak flow from the 10 year storm in a non -erosive
manner.
The overall tract and each drainage area will be limited to the amount of built -upon area
indicated in Sections 1.2, 1.3, 1.9, 1. 10, and 1.11 of this permit, and per approved plans.
The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system.
The following design criteria have been provided in the wet detention pond BMP #1, and must
be maintained at design condition:
a.
Drainage Area, acres:
14.06
Onsite, ft2:
612,393
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
193,072
Onsite, ft2:
193,072
Offsite, ft2:
0
C.
Design Storm, inches:
3.65 (1 year 24 hour)
d.
Average Pond Design Depth, feet:
4.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
21.50
g.
Permanent Pool Surface Area, ft2:
20,048
h.
Permitted Storage Volume, ft3:
47,452
i.
Temporary Storage Elevation, FMSL:
23.45
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.39
k.
Controlling Orifice:
1.27" O pipe
I.
Orifice flowrate, cfs:
0.17
M.
Permitted Forebay Volume, ft3:
15,088
n.
Fountain Horsepower:
1/4 HP
o.
Receiving Stream/River Basin:
Bear Creek / WOK01
p.
Stream Index Number:
19-41-11
q.
Classification of Water Body:
"SA HQW"
10. A secondary BMP in series with wet pond BMP #1 is provided to treat the design storm
discharged from the pond. The secondary BMP is a level spreader and 50-foot vegetated filter
strip designed to effectively infiltrate the design storm, as described in Section 1.9 of this
permit, and must be maintained at design condition:
a. Peak Discharge
Design Storm, cfs:
0.167
Peak flow 10-yr Storm, cfs:
2.33
b. Length of Level Spreader, ft:
50
C. Width of Vegetated Filter Strip, ft:
55
d. Slope of Vegetated Filter Strip:
0.73%
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 110611
11. The following design criteria is permitted for the three (3) infiltration basins and must be
provided in the system and maintained at design condition:
BMP #2
BMP #3
BMP #4
a. Drainage Area: acres
-Onsite, ft':
-Offsite, ft2:
4.84
210,960
0
3.53
153,767
0
2.11
91,912
0
b. Total Impervious Surfaces, ftZ:
67,082
33,977
26,572
c. Design Storm, in.
3.7
3.7
1 3.7
d. Basin Depth, ft:
1.8
2.8
1.8
e. Bottom Elev., FMSL:
24
28
37
f. Bottom Surface Area, ftZ:
9,300
4,420
8,940
g. Bypass Weir Elevation, FMSL:
25.77
29.78
37.79
h. Permitted Storage Volume, ft':
19,096
9,486
7,456
i. Type of Soil:
BaB,MaC
BaB,MaC
BaB
I. Expected Infiltration Rate, in/hr
3.7
6.7
4.1
k. Seasonal High Water Table, FMSL:
21.5
26
35
I. Draw Down Time, hrs:
48
48
48
m. Receiving Stream / River Basin
Bear Creek / WOK 01
n. Stream Index Number
19-41-11
o. Water Body Classification:
"SA HQW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be entirely constructed, vegetated and operational
for its permitted use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, certifying that the permitted facility has been
installed in accordance with the permit conditions, 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.
Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/4 horsepower.
5. The permittee shall at all times provide and perform the operation and maintenance necessary
to assure the permitted stormwater system functions at the design condition as listed in the
approved Operation and Maintenance Agreement. The approved Operation and Maintenance
Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
6. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEQ. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 110611
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.
A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
10. Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded easements at all times.
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.
12. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to
enforcement procedures pursuant to NCGS 143-215.6.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 110611
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,
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).
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 110611
Permit renewed, updated and reissued this the 26 day of May 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C& M
riannWrenn, Erector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 110611
MOUT Training Area
Stormwater Permit No. SW8 110611
Onslow County
Attachment A
Designer's Certification
I, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 110611
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes above permanent pool are grassed with permanent vegetation.
9. Vegetated slopes above permanent pool are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay, a
vegetated filter, level spreader and a secondary BMP.
15. The required system dimensions are provided per the approved plans.
_16. All components of the stormwater BMP are located in either recorded common
areas. or recorded easements.
cc: NCDEQ-DEMLR Regional Office
Page 8 of 8

Attachment C - Permitting History
Mobile MOUT Training Area
Permit No. SW8 110611
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
9/ 16/201 1
Original
1.0
Approval
Consolidates SW8051145,
2/22/2012
Modification
1.1
SW8060301, SW8090330, &
SW8 11061 I; approved new
BUA for training areas
10/13/2017
Modification
12
New BUA; New level
spreader
5/26/2021
Renewal
2.0

S Operation & Maintenance Aqreement I
Project Name
Project Location
P1479 Outdoor IIT
Camp Lejeune, NC
Maintenance records shall be Kept on the tollowmg BMP(s). This maintenance record shall be kept in a log in a known set locatio
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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that al
Bioretention Cell
Dry Detention Basin
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
Level SpreaderNFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
I Alb
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
" Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Cow
pers
Thomas Bradshaw
US MCB Camp Lejuene
Bldg 1005 Michael Rd
Camp Lejeune NC 28547
910-451-3238
[e-mail]
acknowledge the due execution of the Operations and Maint(,nan(ce Agreement .
Witness my hand and official sea�t�4`i� .V
Notary Public
Onslow County
Commission Exp
05/26/2019
,D1ate: In lqll-7
mA
JECOVE
OCT 10 2017
By:SW_--
My commission expires Z)I.0 )' `-� 10/2/2017
Page 1 off'

I Level Spreader -Vegetated Filter Strip / Restored Riparian Buffer Maintenance Requirements I
Important maintenance procedures:
Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if
needed until the plants become established (commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the vegetation.
Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of
thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches
and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC, 1993). Forested
filter strips do not require this type of maintenance.
Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inch
(or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potentialproblem:
How to remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The flow splitter device (if
The flow splitter device is
Unclog the conveyance and dispose of any sediment off -site.
applicable)
clogged.
The flow splitter device is
Make any necessary repairs or replace if damage is too large for repair.
damaged.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
Swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
ECEIVEM
OCT 10 2017
STORM-EZ 10/2/2017
Version 1.4 O&M Manual PageK of e
23

' LS-VFS / Restored Riparian Buffer Maintenance Requirements (Continued) I
The swale and the level lip
The swale is clogged with
Remove the sediment and dispose of it off -site.
sediment.
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 that is higher than the level lip, and
end of the level spreader that
then plant a ground cover and water until it is established. Provide lime
shows stormwater has
and a one-time fertilizer application,
bypassed it.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then reestablish
erosive gullies have formed.
proper erosion control.
Turf reinforcement is
Study the site to see if a larger bypass channel is needed (enlarge if
damaged or ripap is rolling
necessary). After this, reestablish the erosion control material.
downhill.
The filter strip
Grass is too short or too long
Maintain grass at a height of approximately three to six inches.
(if applicable).
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Sediment is building up on the
Remove the sediment and restabilize the soil with vegetation if
filter strip.
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 problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application.
Nuisance vegetation is
Remove vegetation by hand if possible. If pesticide is used, do not
choking out desirable species,
allow it to get into the receiving water.
The receiving water
Erosion or other signs of
Contact the NCDENR local Regional Office, or the 401 Oversight Unit
damage have occurred at the
at 919-733-1786.
outlet.
9 9GEIVG
OCT 10 2017
BY: ------ --
STORM-EZ
Version 1.4
O&M Manual
10/212017
Page jYof$'
33

Wet Detention Basin Operation
Permit Number: `j Gv Y //0 co (
(to be7i4ded by DWQ)
Drainage Area Number: -y
and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
RECI�ii`OT�
AUG 2 5 2011 Page 1 of��
BY:

Permit Number: SW j l /0 & ( /
(to be provided by DWQ)
Iakvj H
swale
or I The pipe is clogged.
The pipe is cracked or
Erosion is occurring in
swale.
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Erosion has occurred.
are present.
The vegetated shelf Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
The main treatment area
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
invasive plants cover 50% of
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
rge Area Number
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
RECEIVED
AUG 2 5 2011
BY:
Page/ of/

Permit Number: 5iA) t /
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
16.0
---------------
FOREBAY
BASIN DIAGRAM
Ulf in the blanks)
''-ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 21.5
Pool
Sediment Removal Elevation 16.0 volume
----------------------- ------
Bottom Elevation
MAIN POND
AUG 2 5 'U"
3 4
I Page fkof/
1-ft
Storage

Permit Number: Siv BI/069 /
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Expansion of MOUT CTF Training Area
BMP drainage area number:I
Print name:Carl Baker, P.E.
Title:DeputY Public Works Director
Address:1005 Michael Road, Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Su/v a Notary Public for the State of
lfa4t) /innc J, County of do hereby certify that
( tom/Ci%t� personally appeared before me this/z
day of Iz4c (4 5± _, / , and acknowledge the due execution of the
forgoing wet etention basin maintenance
requirements. Witness my hand and official
seal,
�YLVIA NORRI:3-
140TARY PUSLI
ONSLOW CO-, ", MY COLIMISSION UP;
SEAL
My commission expires 3
Form SW401-Wet Detention Basin O&M-Rev.4
AUG 2 5 2011 Paget�Of6
ljp>y:

rM
Permit Number._set) p d )0'>
(to he provided by DW
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.
RECD MAR 3 0 2009
Fonn SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

MFlR 3 0 2
009
�3Y:
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 erasion 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
I 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.
RECT MAR 3 0 2009
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

Z f
MAR 3 0 2009 Permit Number. �(tij�j
(to he provided by DWQ)
113Y:-- —_
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-1063 MOUT Enhancements
BMP drainage area number:
Print
Titic:Deputy Public Works Officer
Note: 'rhe 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.
w""'4 , a Notary Public for the State of
County of UoJl,�'d , do hereby certify that
personally appeared before me this 1�
day of >1'�4 , c;20d9 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
AUCI A DONN ftl
Notary Public
Onslow CowNy
State of North Corolgq
Commission Expires Oct 2a
SEAL
My commission expires r l
REC'D MAR 3 0 2009
Page 3 of 3
Form SW401-Infiltration Basin O&M-Rev.3

VaA Cowwttalou fxVi 4 Ocl 52' 5010
awls 01 Vow C0a0Nu0
puofom C;Onu:A
mosa44 onoita
VICE Y 40KAXII@

Permit Number...! W O Ug354�)
(to be provided by DWQ)
Drainage Area Number:_
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
REC'D MAR 3 u ZOOS
Form SW401-Infiltration Basin O&M-Rev.3 Page I of 3

JFZIFCIF:17V7F�'�
MAR ,3 0 2009
BY:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I 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.
RECD MAR 3 0 2009
Form SW40I-Infiltration Basin O&M-Rev.3 Page 2 of 3

�C V�7 1�
MAR 3 0 2009 Permit Number:e]��cj�S
oo be provided by D IVQ)
BY: -----
acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-1063 MOUT Enhancements
BMP drainage area
Print name
Title: Deputy Public Works Officer
Address:Blda. 1005 Michael Rd., MCB Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of ewi 1d do hereby certify that
-Ole, personally appeared before me thisvG
day of �-?dam, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements.
MICE A BONNETTE
Notary Public
Omlow County
Btote of North Carolina
mmlWon Expires Oct 23. 2010
SEAL
My commission expires �'V
Witness my hand and official seal,
A
REC'D MAR 3 0 2009
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

y� �,owwtF`ynv Exblwa Ocy 59' S010
rate of S4wiu to�ct;va
pvaios ConutA
►SaiaiA ynStI1C
YtfCE q 6ONNEilE

MAR 3 0 2009
Infiltration Basin
Permit Number: 0 Q)33b
(to be provided by DWQ)
Drainage Area Number: 7j
d Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate 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.
T EC'D MAR 3 0 2009
Form SW401-infiltration Basin O&M-Rev.3 Page l of 3

MAR 3 0 2009
.13Y:_____—_
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,
RECD MAR 3 0 2009
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

pMAR 3 0 200E9 ``
Permit Number: St /� (� j O �3
3Y; (to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P-1063 MOUT Enhancements
BMP drainage area
Print namc:Carl Baker
Titic:DDc uty Public Works Officer
Address:Bldg. 1005 Michael Rd., MCB Camp Lcieune, NC 28547
Note: 'the legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, � 1 e.0 Ofln e_*1e_' , a Notary Public for the State of
County of Oh J h) LJ , do hereby certify that
l— personally appeared before me this a
day of M&vck., �QO�, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
AUCI A 20144M
"Ofory ►ubft
Onslow County
State of ttemn Corollno
SEAL
My commission expires o6f
RECD MAR 3 0 2009
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

9ii'litMQB A IOUA
aiMul victow
Ytnuoa wotono
00110103 ntso" to atof8
OIOT .LS fo0 ®otigX3 notetlmmoo vM

MAR 3 0 2009 Permit Number:;='y-QjQ33v
(to he provirlec by D{V 1t
Lo�7.Drainage Area Number:C�'L r�Jf4Filter Strip, Resred-Riparian=Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The Flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
RECD MAR 3 0 2009
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

"� v 7-_
MAR 3 0 2009
-9y:
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
f applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
1 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
REC'D MAR 3 0 2009
Page 2 of 3

MAR 3 0 200Permit Number:
r_ (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 17ame:P-1063 MOUT Enhancements
BMP drainage area
Print namc:Carl Baker
Title: Deputy Public Works Officer
Address:Blde. 1005 Michael Rd., MCB Camp Lejeune, NC 28547
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ff 111C-e— 9011 A e— -q e, - , a Notary Public for the State of
County of 019S`O(A) do hereby certify that
personally appeared before me this
day of MQ V&JL 11 jp % , 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 BONNETIS Ii
Notary Kollc
Onstow County
Stag of N0Af1 0101 to
My CommWW ExoUu ON 23. 2010
SEAL
My commission expires 6:�J 4X�/�
RECD MAR 3 0 2009
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

44 Cowwroalou Exbool oCl 37' 3010
Vale ol NOUu Calouuo
outlom conulA
NGIOIA bnDilc
vrlcE v oo14M.fu:

.� Permit Number:
(to be provided by DWQ)
Drainage Area Number: f
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
Iog in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
stem
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.
RECEIVED
AUG 2 5 2011
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element
Potentialproblem:
How I will remediate theproblem:
The swale and the level
lip
The Swale is clogged with
sediment
Remove the sediment and dispose
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
time and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
clownslope 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).
a roximatel 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 -lime
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 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
AUG 2 5 2011
LPege=2--of--3 —

• Permit Number: S(.() 9 //0& (I
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:EWansion of MOUT CTF Training Area
BMP drainage area
Print name:Carl H Baker
Title:Deputy Public Works Director
Address: MCB Camp Lejeune, 1005 Michael Road- Camp Leieune NC 28547
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
�,r(I, S:, �V L1� Nb rris a Notary Public for the State of
i`1t rik 0
1 tnat , County of Gn S)aM1 do hereby certify that
�r ( personally appeared before me this Qtoll
day of 'ILA iy aDI and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level maintenance requirements.
Witness my hand and official seal, 7 C6A-A�
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY, 1^
MY COMMISSION EXPIRES p5
SEAL
My commission expires oZ�
AUG 2 5 2011
i
Y:
Form S WU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
Page 3 of 3

Permit No. )I.00 0 03Yv
no be provided by DWQ)
Aof
MASTORMWATER
WAre'
MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM
oE
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information
I. PROJECT INFORMATION
Project Name
P-1063 MODT Enhancements
Contact Person
Chris Gamer, P.E.
Phone Number
804,254.6668
Date
4114/2009
Drainage Area Number
1, 2 8 7
II. DESIGN INFORMATION
Site Characteristics
Drainage area
210,960.00
f2
Impervious area
67.082.00
It'
Percent impervious
0.32
%
Design rainfall depth
3.70
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.70
in
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr discharge
0.01
felsec
Post -development 1-yr, 24-hr discharge
1.25
felsec
PretPost 1-yr, 24-hr peak flow control
1.24
fO/sec
Storage Volume: Non -SA Waters
Minimum design volume required
8'
Design volume provided
83
Storage Volume: SA Waters
1.5'runoff volume
8960.00
83
Pre -development 1-yr, 24-hr runoff volume
3,291.00
43
Post -development 1-yr, 24-hr runoff volume
22,376.00
g3
Minimum required volume
19085.00
g'
Volume provided
19,0%.00
8
Soils Report Summary
Soil type
Ball, MaC
Infiltration rate
3.70
inthr
SHWT elevation
21.50
fmsl
Basin Design Parameters
Drawdown time
2.00
days
Basin side slopes
3.00
:1
Basin bottom elevation
24.00
fmsl
Storage elevation
25.77
fmsl
Storage Surface Area
12,232.00
flz
Top elevation
25.80
fmsl
Basin Bottom Dimensions ilr'r•e5 via, Si-pe�
Basin length
172.30
it
Basin width
61.80
It
Bottom Surface Area
9,300.00
f?
OK
OK
OK
APR 2 0 2009
Pone SW401-InRtra ion BasimRev.4 Pads I. S 11. Dedpn Summery, Pape 1 or 2

Permit No::5i a )
(ro Da pronoed Dy DINQ)
Additional Information
Maximum runoff to each inlet to the basin?
1.99
ac-in
OK
Length of vegetative filter for overflow
50.00
R
OK
Distance to structure
15.00
ft
OK
Distance from surface waters
N/A
it
OK
Distance from water supply well(s)
N/A
it
OK
Separation from impervious soil layer
NIA
It
OK
Naturally occuring soil above shwt
1.67
It
OK
Bottom covered with 44n of dean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
NIA
(Y or N)
OK
Capures all runoff at ultimate buildout7
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
GRASS SWALE
APR 2 0 ZOOS
__r.
Form SW401-InrdUatlon BaslnRwA Pads I. S II. Design Summary, Pepe 2 or 2

APR 5 2009 Permit No.'
(to be provided by DWG)
By.
III. REQUIRED ITEMS CHECKLIST = a - J
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
C /O�
1. Plans (1" - 50' or larger) of the entire site showing:
C _f)
- Design at ultimate build -out,
f
- Off -site drainage (if applicable),
'7
- 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
p!
- Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
C� cs
cs
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
- 5 D3
6. A construction sequence that shows how the inftlration basin will be protected from sediment until the
entire drainage area is stabilized.
Ca cs
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
/'
/r/
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 3 of 3 Part III. Required Items Checklist, Page 3 of 3

C
Permit No.
!robe pmnded by OWw
ep W4TEq
® STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NC EAR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, panted and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
If. PROJECT INFORMATION
Project Name P-1063 MOUT Enhancements
Contact Person Chris Gamer, P.E.
Phone Number 804.254.6668
Date 4/14/2009
Drainage Area Number 3
II. DESIGN INFORMATION
77-1
Site Characteristics
Drainage area
153,767.00
f2
Impervious area
33,977.00
f2
Percent impervious
0.22
%
Design rainfall depth
3.70
in
Peak Flow Calculations
1-yr. 24-hr rainfall depth
3.70
in
1-yr, 24-hr intensity
inmr
Pre -development 1-yr, 24-hr discharge
0.00
ft3/sec
Post -development 1-yr, 24-hr discharge
0.07
ft3/seC
Pre/Post 1-yr, 24-hr peak flow control
0.07
(?'/sec
Storage Volume: Non -SA Waters
Minimum design volume required
ft3
Design volume provided
it,
Storage Volume: SA Waters
1.5'runolf volume
4229.00
ft3
Pre -development t-yr,24-hrrunoff volume
2,370.00
ft3
Post -development 1-yr, 24-hr runoff volume
11,853.00
113
Minimum required volume
9483.00
ft3
Volume provided
9,486.00
83
Solis Report Summary
Soil type
BaB, MaC
Infiltration rate
6.70
inmr
SHWT elevation
26.00
final
Basin Design Parameters
Drawdown time
2.00
days
Basin side slopes
3.00
:1
Basin bottom elevation
28.00
fmsl
Storage elevation
29.78
fmsl
Storage Surface Area
6,274.00
ftt
Top elevation
30.80
fmsl
Basin Bottom Dimensions(/vre5-111 S,-fC,
Basin length
99.90
it
Basin width
56.90
it
Bottom Surface Area
4,4202
rya
OK
OK
OK
OK
I I
APR 2 0 2009 1
Form SW401-Inbhrabon 8esinR.,4 paM I. a n. Oesign summery, Pepe 1 or 2

Permit No.SLO
(to be provided by DWD)
Additional Information
Maximum runoff to each inlet to the basin?
0.49
ac-in
OK
Length of vegetative filter for overflow
50.00
it
OK
Distance to structure
15.00
it
OK
Distance from surface waters
NIA
5
OK
Distance from water supply well(s)
NIA
ft
OK
Separation from impervious soil layer
NIA
it
OK
Naturally occuring soil above short
1.67
it
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
NIA
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
GRASS SWALE
APR 2 0 2009
Form SW401-In4xratlon Baa nM .a 4 Parts I. B II. Design Summary. Page 2 of 2

PermitNo.�ri�SOQiO�c7
APR 1 5 2009 1 (to be provided by DWQ)
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.
,9L`
6-1
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.
I�
Y`C(s
/
C 7
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
//JJ
�461-
C -��
- Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Lcs
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infllration basin will be protected from sediment until the
entre drainage area is stabilized.
fire
7. The supporting calculations.
ECG
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 3 of 3 Part III. Required Items Checklist, Page 3 of 3

Permit No. I o, 6 o 3>�_)
(to be povided by DWD)
��+ �p WAT�
* STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
WDENR 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. PROJECT INFORMATION
7-71
Project Name
P-1063 MOUT Enhancements
Contact Person
Chds Gamer, P.E.
Phone Number
804,254.6668
Date
411412009
Drainage Area Number
II. DESIGN INFORMATION
Site Characteristics
Drainage area
91,912.00
fly
Impervious area
26,572.00
ft'
Percent impervious
0.29
%
Design rainfall depth
3.70
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.70
in
1-yr, 24-hr intensity
inthr
Pre -development 1-yr, 24-hr discharge
0.00
ft Isec
Post -development 1-yr, 24-hr discharge
0.31
h'isec
Pre/Post 1-yr, 24-hr peak flow control
0.31
8'isec
Storage Volume: Non -SA Water .
Minimum design volume required
ff'
Design volume provided
g'
Storage Volume: SA Waters
1.5' runoff volume
3332.00
8'
Pre -development 1-yr, 24-hr runoff volume
1,417.00
ff'
Post -development 1-yr, 24-hr runoff volume
8,785A0
tt'
Minimum required volume
7368.00
tt'
Volume provided -
7,456.00
ff'
Soils Report Summary
Soil type
BaB
Infiltration rate
4.10
inlhr
SHWT elevation
35.00
fmsl
Basin Design parameters
Drawdown time
2.00
days
Basin side slopes
3.00
:1
Basin bottom elevation
37.00
fmsl
Storage elevation
37.79
fmsl
Storage Surface Area
9,935.00
ft'
Top elevation
38.80
first
Basin Bottom Dimensions 6ro" uicr- 51ve)
Basin length ..//
117.10
It
Basin width
84.00
It
Bottom Surface Area
8,940.00
ft1
OK
OK
OK
OK
APR 2 0 2009
Form SW401-Infiarellun Benin-Rev.4 Parts I. a II. Design Summary, Pape 1 d 2

PermitNo.
no be Provided by DWQ)
Additional Informatlon
Maximum runoff to each inlet to the basin?
0.60
ac-in
OK
Length of vegetative filter for overflow
50.00
It
OK
Distance to structure
15.00
R
OK
Distance from surface waters
NIA
ft
OK
Distance from water supply well(s)
NIA
ft
OK
Separation from impervious soil layer
N/A
ft
OK '
Naturally occuiing soil above shwt
1.67
it .
OK
Bottom covered with 44n of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
NIA
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
GRASS SWALE
APR 2 0 2009-�
Form SW401-IrJiaration Basin-nev.e Parts 1. 611. Design Summary. Pape 2 or 2

I4pR 1 5 2009
Permit No. 4.UJ�6C)�a 5�zi
(to be provided by DWQ)
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.
1. Plans (1" - 50' or larger) of the entire site showing:
C ro
- Design at ultimate build -out,
_(7 5—
- Off -site drainage (if applicable),
C-Saf
- 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.
Crr 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.
j2(L L -'Y 3. Section view of the infiltration basin (1" = 20, or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
n L(r C SST 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
GG Ca cS 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
✓1 « 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 3 of 3 Part III. Required Items Checklist, Page 3 of 3

Permit N'_5 91140//
(ro be provided by DWO)
®��
2'�1F -W--AT��9O
NCDENR
'P>
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) most be printed, filled out and submitted along with all of the required information.
Project name Expansion of MOUTC1 F Training Area
Contact person I Joseph C. Avolis, PE i
Phone number 1252-533-0068 1
Date 15/3112011 I
Drainage area number 11
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr stone
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stared above the state -required temp. pool?
Elevation of the top of the additional volume
Form SW401-Wet Detention Basin-Rema-9l1]/09
( 612,993 flz
I 193,072.f�
31.53 %
I 1.51in
25,336!It,
14,945'ift3
62,397'' ft3
47,452 113
47,452 N3
i
-;(Y or N)
3.7-in lrovti&kZ
1 0.18;(unilless)
0.51!(unifless)
- 3 L" — ,," cF1cs�
0.15'jn/hr Insufficient. Check intensity calculation. pK- 11A
0.39 ft'Isec
1.09 ft'/sec
0.70 B31sec
I 23.45! Ind
21.50'fmsl
21.50ifmsl
22.00"fmsl
21.01
16.00; fmsl
1 15.00 fmsl
1.00 It
N (Y or N)
23.5 fmsl OK
RECEIVED
AUG 2 5 2011
EY:
Parts I. a II. Design Summery, Page 1 of

Permit No.
(to be mvaJ&d by DW0)
I0DESIGNIINFORMATION ,9, .', ""''a... :,'1.�-s�.� s,. ' '-.�}�#T'mS'' FEi"se;.. i ' r -le wiafi� 1;',y '„`.:hr
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Apra _,,
Area, bottom of 10ft vegetated shelf, A. v„ s
Area, sediment cleanout, top elevation (bottom of pond), Awj and
Volumes
Volume, temporary pool
Volume, permanent pool, Vram p,
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21b)
Volume, permanent pool, V,,mn-pw
Area provided, permanent pool, Apm,ryou
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-26)
Area provided, permanent pool, Apm,,,_pw
Area, bottom of 1 Oft vegetated shelf, A, meo
ir......__ 26,725' ft'
17,269 ft'
2.82! (unitless)
20,048Ift` OK
I 16,771!ft�
8,242'. fly n 9 ypyl,.,q�c
4fi4BT:ft3 /f 714Au ficierA! Volume does not agree with data previously entered.
i 74,535:ft'
15,088,ftl
20.2% % OK
90
'Y j(Y or N)
N (Y or N)
2.82 limitless)
n �(Yor N)
74,535 ft'
20,048 fit`
Ift Need 3 ft min.
Ift
Y (Y or N)
20,048 ft`
16,771 ft'
Area, sediment cleanout, top elevation (bottom of pond), Aw.,a
8,242 ft'
'Depth' (distance h/w bottom of 10ft shelf and top of sediment)
5,00 ft
Average depth calculated
4.19.ft OK
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
4ff ft OK
Drawdown Calculations
Drawdown through onfice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge IQ
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge entice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate buildcul?
Drain mechanism for maintenance or emergencies is:
f -- i(Yor N)
2.75'in Enter either diameter of orifice or area of non -circular orifice. Do not enter
—54442 both diameter and area for a circular orifice.
0.60'. (uni less)
0.651ft
N '(Y or N)
i(unitless)
( !(unitless)
ft
Ift
0.39; ft'/sec
1.091'ft/sec
( 0.17f fta)sec
1 3.301days OK, draws down in 2-5 days.
.___.__. 31:1
OK
101:1
OK
I 10.Oift
OK
I 3i:1
OK
1 3.0'.:1
OK
Y ,(Yor N)
OK
1.01ft
OK
I Y !(Y or-N)
OK
Y (Yor N)
OK
Form S W401-Wet Detention Basin -Rev 11-9I17I09 Pans I. & If. Design Summary, Page 2 of 2
AUG 2 5 2011

Permit No.
' (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.
C1/C2
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.
_f �
C3
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
n t4 C3 3. Section view of the wet detention basin (1" = 20' or larger) showing:
(/ - Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
C2 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
44— C3 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
C2 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Attached 7. The supporting calculations.
Attached 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
NIA 9. A copy of the deed restrictions (if required).
4k Attached 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
TZ.1VIED
AUG 2 5 2011
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1
B Y:

of WArf4
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION '"Y'I r + rfS7`s:_` '' •''"'ri. r0 x °'"1`
Project name - P14790utdoor HIT
Contact name Thomas Bradshaw, Public Works Design, Civil Branch
Phone number 910451-3238
Date
Drainage area number -5u 6baSI n S —Xs 3, 4, 9, 10, & 14 (2017 Project P1479 Outdoor HIT)
[II., DESIGN INFORMATION;
The purpose of the LS-VFS SW Rule: Diffuse flow at the end of a swale discharging to SA waters
Stormwater enters LS-VFS from The drainage area Lp- Pro 14%
Type of VFS Wooded stormwater setback (slope < 5 %)
Explanation of any "Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak Flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
LS-VFS Design .
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
167,457 f?
44,073 ftz
26.32
0 38
1,46 cfs
500 min
0.75 inmr
1.10 cfs
l inch/hour storm
1.1 cfs
N (Y or N) A flow bypass system is required.
The Swale before the LS will store the 10-yr storm; therefore, no bypass is required.
Do not complete this section of the form.
cfs
cfs Do not complete this section of the form.
2 cfs
cfs Do not complete this section of the form.
(Y or N)
sq ft
in
in
50
fl/cfs
55
fit
100
fit
OCT 0 2 20i7 n
BY. --
Form SW401 - LS-VFS - 27Ju12011 - Rev.9 page 1 of 3

Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
W
y (flow depth for 10-year storm)
freeboard(during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
60
h
35.00
fist
34.50
fmsl
0.63
%
N
(Y or N) OK
Y
(Y or N)
N
(Y or N)
N
(Y or N)
Pick one.
W
fl/sec
(Y or N)
I11.:REQUIRED',fiEMS.CHECKLIST.' '6?• I!fit.
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met,
attach justification.
Requried Item:
1. Plans (1"- 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
Forrn SW401 - LS.VFS - 27Jut2011 - Rev.9
Initials Page or plan sheet number and any notes:
CG-101
EY
' OCT 0 2 267
BY:_ -----
page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing:
C-503
- Forebay(if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
7 0q Nu i�
�C I L
,( i
- Design at ultimate build -out.
p fi
BY:----���yyy
3. Section view of the level spreader (1' = 20' or larger) showing:
C-503
- Underdrain system (if applicable), _
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment unfit the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Form SW401 - LS-VFS - 27Ju12011 - Rev.9 page 3 of 3

5u4 110(i
w
.. y ®T
�Of Wa}Fq`
0
W;
NCDENR
STORMWATER MANAGEMENT
PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
Expansion of MOUT CTF Training Area
Contact name
Joseph C. Avolis, PE
Phone number
252-633-0068
Date
September 12, 2011
Drainage area number
1
II: DESIGN INFORMATIOM
The purpose of the LS-VFS
SW Rule: Diffuse flow at the end of a swale discharging to SA waters
Stormwater enters LS-VFS from
A BMP
Type of VFS
Engineered filter strip (graded 8 sodded, slope < 8%)
Explana8on of any 'Other' responses above
If Stormwater Enters the LS•VFS from the Drainage Area
Drainage area
I? Do not complete this section of the form.
Impervious surface area
ft' Do not complete this section of the form.
Percent impervious
% Do not complete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 in/hr storm
cis Do not complete this section of the form.
Time of concentration
min Do not complete this section of the form.
Rainfall intensity, 10-yr storm
in/hr Do not complete this section of the form.
Peak flow from the 10-yr storm
cfs Do not complete this section of the form.
Design storm
Maximum amount of now directed to the LS-VFS
cis Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N) Do not complete this section of the form.
Explanation of any 'Other" responses above
If Stormwater Enters the LS•VFS from a BMP
,/
�
Type of BMP
Wet detention pond
Peak discharge from the BMP during the design storm
0.167 cis
Peak discharge from the BMP during the 10-year storm
2.3 cfs
Maximum capacity of a 100-foot long LS-VFS
10 cis
Peak flow directed to the LS-VFS
2.3 its
Is a flow bypass system going to be used?
N (Y or N)
Explanation of any 'Other' responses above
LS-VFS Design
Forebay surface area
N/A sg it No forebay is required,
Depth of forebay at stormwater entry point
N/A in
Depth of forebay at stormwater exit point
N/A in Too deep.
Feet of level lip needed per cis
10 fUcfs
Computed minimum length of the level lip needed
23 it
Length of level lip provided
50 ft
Width of VFS
55 ft
Elevation at downslope base of level lip
21.40 fmsl
Elevation at the end of the VFS that is farthest from the LS
21.00 fmsl RE C/''a Ip Ty��t''�,
SEP 1 4 2011
Form S W401 - LS-VFS - 27Ju12011 - Rev.9
page i of
BY:

Slope (from level lip to the end of the VFS) 0.73
Are any draws present in the VFS? N (Y or N) OK
Is there a collector Swale at the end of the VFS? N (Y or N)
Bypass System Design (if applicable)
'
Is a bypass system provided?
N (Y or N)
Is there an engineered flow splitting device?
N (Y or N)
Dimensions of the channel (see diagram below):
M
ry
B
ry
W
ry
y (flow depth for 10-year storm)
ry
freeboard (during the 10-year storm)
fl
Peak velocity in the channel during the 10-yr storm
' f /sec
Channel lining material
Pick one:
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the sueam at an angle?
(Y or N)
Explanation of any 'Other' responses above
N
1 __ ybiniitlg (lie l0-yrslbnw 1
_____n;___y
j B ±
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result
in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per t
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), at
Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot tope lines between the level lip and top of stream bank
- Proposed drainage easement, and
- Design at ulfimate build -out.
Farm S W401 - LS.VFS - 27Ju12011 - Rev.9
or plan sheet number and any notes:
page 2 of 3

3. Sectionoview of the level spreader (1' = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing NIA
that no draws are present.
7. The supporting calculations.
8. A copy of the sigr,dd and notarized operation and maintenance (08M) agreement.
RI C U V ED
Form SW401-LS-VFS-27Ju12011-Rev.9 SEP 1 4 2011 page 3 of
i_

• AL
J �Ut]J o=gyp wniFgpc
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
11. PROJECT INFORMATION
Project name
P-1063 MOUT Enhancements
Contact name
Chris Garner, P.E.
Phone number
804.254.6668
Date
April 14, 2009
Drainage area number
4
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown Flow from the BMP
cis
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
91,912.00
ft2
Impervious surface area
26,572.00
flz
Percent impervious
28.91
%
Rational C coefficient
0.38
Peak Flow from the i inlhr storm
0.80
cis
Time of concentration
14.00
min
Rainfall intensity, 10-yr storm
4.9 inlhr
Peak Flow from the 10-yr storm
3.93
cfs
Where Does the Level Spreader Discharge?
To a grassed biorelention cell?
N (Y or N)
To a mulched biorelention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian buffer?
Y (Y or N) Please complete filler step charactenzation below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50.00
ft
Width of dense ground cover
It
Width of wooded vegetation
If
Total width
50.00
If
Elevation at downslope base of level lip
36.75
fmsl
Elevation at top of bank of the receiving water
36.25
fmsl
Slope (from level lip to to top of bank)
1.00
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
sq It
Feet of level lip needed per cis
13 fvcfs
Answer "Y" to one of the following:
Length based on the 1 inmr storm?
(Y or N)
Length based on the 10-yr storm?
Y (Y or N)
Length based on the BMP discharge rate?
(Y or N)
Design Flow
3.93 cis
Is a bypass device provided?
N (Y or N) A bypass device is not needed.
Form SW401-Level Spreader, Filter Slnp, Restored Riparian Buffer-Rev.5 Pans I. and II. Design Summary, page 1 of 3

Length of the level lip
Are level spreaders in series?
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
♦ W
i
M
52.00 ft Level spreader length OK.
N (YorN) 4Pn I
(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 worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
efs Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Y
1 B 1
i I
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Pans I. and If Design Summary, page 2 of 3

APR : 5 260
IIII. REQUIRED ITEMS CHECKLIST I-- .--- - - -_ -_J , I
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.
KL(-
C-1 o 7
1. Plans (1" - 50' or larger) of the entire site showing:
e , j I '
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.
/6/ �
C-(07
2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
Downslope filter fabric.
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
6'-5D3
5. A construction sequence that shows how the level spreader will be protected from sediment unfil the entire
drainage area is stabilized.
CF�tS
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N/-
B. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 3 of 3

�� OF W ATFH
4Pk 1 5 2009 0= of
NCDENR -
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
I. PROJECT INFORMATION
Project name P-1063 MOUT Enhancements
Contact name Chris Gamer, P.E.
Phone number 804.254.6668
Date April 14, 2009
Drainage area number 1, 2 & 7
Type of BMP
Drawdown Flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
210,960.00
ft'
Impervious surface area
67,082.00
ftz
Percent impervious
31.80
%
Rational C coefficient
0.40
Peak Flow from the 1 in/hr storm
1.94
cfs
Time of concentration
12.00
min
Rainfall intensity, 10-yr storm
sin/hr
Peak Flow from the 10-yr storm
9.69
cfs
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretenlion cell? N (Y or N)
To a wetland? N (Y or N)
To a filler strip or riparian buffer? y (Y or N) Please complete filter strip characterization below.
Other (specify) Grassed Surface (this is the bypass from the infiltration basin)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50.00
ft
Width of dense ground cover
ft
Width of wooded vegetation
ft
Total width
50.00
ft
Elevation at downslope base of level lip
24.60
fmsl
Elevation at top of bank of the receiving water
23.00
fmsl
Slope (from level lip to to top of bank)
3.20
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
sq ft
Feet of level lip needed per cfs
13 fvcfs
Answer 'Y' to one of the following:
Length based on the 1 in/hr storm?
(Y or N)
Length based on the 10-yr storm?
Y (Y or N)
Length based on the BMP discharge rate?
(Y or N)
Design Flow
9.70 cfs
Is a bypass device provided?
N (Y or N) A bypass device is not needed.
Form SW4e1-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Pans I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
APR 1 5 2009
130.00 ft Level spreader length OK.
�Y.---N- - (Y-or N)
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
8
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 worksheel.
Do not complete this section
of the worksheet.
It
Do not complete this section
of the worksheel.
ft
Do not complete this section
of the worksheel.
It
Do not complete (his section
of the worksheet.
It
Do not complete this section
of the worksheet.
cis
Do not complete this section
of the worksheet.
Do not complete this section
of the worksheet.
♦ W
r
1
I I
___�
M
M
1
D
1
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and 11, Design Summary, page 2 of 3

APR 1 5 20J5
T
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.
CC— C _l ° `
1. Plans (1" - 50' or larger) of the entire site showing:
C _ l l s—
- 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.
�L(r C i o to 2. Plan details (1" = 30' or larger) for the level spreader shoving:
- 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 5-03
3. Section view of the level spreader (1" = 20' or larger) showing:
C - 5 >q
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
NIA"
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
-5 -b3
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
C -IcS
6. The supporting calculations.
%Z(L
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N14-
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 3 of 3

4Pk _ 5 e O°vvAT�o
®fin yDUG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
I. PROJECT INFORMATION '
Project name P-1063 MOUT Enhancements
Contact name Chns Gamer, P.E.
Phone number 804.254.6668
Date March 14, 2009
Drainage area number 3
Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 infl r 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
Feel of level lip needed per cfs
Answer "Y' to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
cis
153,767.00
ft2
33,977.00
ft2
22.10
%
0.33
1.16
cfs
23.00
min
4.2 inlhr
4.89
cfs
N (Y or N)
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
Grassed Surface (this is the bypass from the infiltration basin)
50.00
ft
it
It
50.00
It
27.60
fmsl
25.00
fmsl
5.20
% OK
N
(Y or N) OK
sq ft
13
fti
(Y or N)
Y (Y or N)
(Y or N)
4.90 cfs
N (Y or N)
A bypass device is not needed.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Pans I. and II. Design Summary, page 1 of 3

Length of the level lip
Are level §preaders in series?
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
4PR ? 5 2uJ5
641.00 ft Level spreader length OK.
Tv'--- - "_ (YorN)
♦ W
I♦._________ y
M
4 B
4
(Y or N)
Do not complete this section
of the worksheel.
(Y or N)
Do not complete this section
of the worksheel.
Do not complete this section
of the worksheel.
ft
Do not complete this section
of the worksheel.
ft
Do not complete this section
of the worksheel.
ft
Do not complete this section
of the worksheel.
ft
Do not complete this section
of the worksheel.
cfS
Do not complete this section
of the worksheel.
Do not complete this section
of the worksheel.
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and If Design Summary, page 2 of 3

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.
e C -1 a G
1. Plans (1" - 50' or larger) of the entire site showing:
C _ 11 r
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.
L 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.
/�L
C-sa3
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
NI"_
4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
G
L4
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
�L L
C Ies
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (08M) agreement.
All-
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 3 of 3

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality.
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 DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
L PROJECT INFORMATION
Project Name: Mobile MOUT Expansion
Contact Person: Carl Baker, Deputy Public Works Officer Phone Number: ( 910 )451.2213
Number of Lots:I Allowable Built Upon Area (BUA) Per Lot*:5,425,833.6
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 -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state. nc. us/su/bmp_forms.him)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. 7FEB
EIVED
• DF Density Factor - the appropriate percent built upon area divided by 100. U s 2012
• RA Road Area - the total impervious surface occupied by roadways.
• OA 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.
4
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of�

For uniform lot sizes:
(SA: ftz x DF: ) - (RA: ft2) - (OA: ft2) = BUA per Lot = ft2
(No of Lots: ----j
For non -uniform lot sizes:
a. (SA: 45215280 ft2 x DF: 0.12) - (RA: 0 ftz) - (OA: 0 ft) = Total allowable lot BUA = 5425834 ft2
b. Total BUA from lot listing: 1, 231, 857sf. 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 I 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://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10-year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
M
V„iiow
(Fps)
V,c,uai
(fps)
Flow
Depth (ft)
1
1.28
1.28
0
0.5
4.61
1.00
2.0
1.8
0.51
2
0.11
0.11
0
0.5
0.4
1.24
2.0
1.6
0.19
3
0.24
0.24
0
0.5
0.86
1.00
2.0
1.0
0.21
4
0.32
0.32
0
0.5
1.15
1.00
2.0
1.7
0.48
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401-1,ow 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 2008-21 1.
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 justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
N/A 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. — NO 56T__F C GvZIWi P1-eSe177`•
N/A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
N/A 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.
N/A 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.
SWP-04 e. Built upon area calculations are provided for the overall project and all lots.
N/A f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Cales g. Side slopes of swales are no steeper than 3:1; or no steeper than 5: L for curb outlet swales.
Calcs It. 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%.
Caels i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
N/A 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).
SWP-23 k. Swale detail and permanent vegetation is specified on the plans.
7, SWP-23 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
JG N/A m. Swales are located in recorded drainage easements.
N/A n.rt Length of swale or vegetated area is at least 100 feet for each curb outlet.
✓ N/A o." 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).
✓ N/A p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may r=BY:-
Form SW401-Low Density-
Rev.3-2/10/09 Page 3 of�

„ .
V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
I. 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”.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. 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 Water Quality.
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 DWQ of any problems with the system or prior to any changes to the
system or responsible party.
Print Name and Title: C4J H. 0e L.r pg Lt Pulb, Ll,, s ()4(; ei
Address: loos /7Jjncl Rd, L/iGff. ,& Z8642
Date: R1112-
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 natned the president.
I, //�C� />• '/y/4.� , a Notary Public for the State of NCB"I�W (:>/. 11. z , County of
do hereby certify that personally appeared before me this
day� Iat-
of , ,7a/Z ,and acknowledge the due execution of the forgoing Swale maintenance
requirem nts. Witness my hand and official seal,
7
Notary signature
AUCE A. BONNETTE
Notary Public
Onelow County
State of North Carolina
Commlealon Ex iree� I
Form S W401-Low Density-Rev.3-2/ 10/09
My commission expires �(� c/1
RECEIVED
4-If FEB 0 6 2012
Page of
BY:

NC DEO Division of Energy, Mineral and Land Resources
M.1Y 1 ,,
STATE STORMWATER: V
PERMIT RENEWAL APPLICATION FORM �1'f--�--
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 110611
2. Project name: Mobile MOUT Training Area Overall Low Density with areas of Higher Density (SA waters)
3. Project street address: XXX
City: MCB Camp Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/abouUdivisions/energy-
m ineral-land-resources/e ne rgy-mineral-land-rules/stormwater-prog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https:Hdeg.nc.gov/abouUdivisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejetme 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: [e-mail]
EGEJ m '
MAY 11 2021
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
HEB 1. A permit application processing fee of $505.00 payable to NCDEQ.
HEB 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity— a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
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).
MAY 17 2021 �y
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018.

D. PERMITTEE'SI-CERT FICATIOJJN
the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submil4la proper forms to modify or transfer the permit prior to any changes to the
project, SCTcrrefn,
ershi All in rmation provided on this permit renewal applicatio is, to the best of my
knowledgeom lete. f
Signature: Date: J 2
NOTARIZATION:
1 �x1Y� UQ%�� a Notary Public for the State of
ice\ 1 County of I A1S(WY do hereby certify
that 0 l o V'f JV personally appeared before me
this the day of mam 20_a—, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) �IlVrrll'.,
��,....... FiQ"
NOT'q
Notary Signature:
A(J`
My commission expires � L027 % �„•., B�IC
i
MAY 17 2021
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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