SW8060137_CURRENT PERMIT_20200708

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS

n
OFFICE USE ONLY
Date Received
Fee Paid
Permit Nurnber
1-
DUD
06 z State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Marine Corps, Camp Lejeune c/o CDR Laurence J. Readal, Officer in Charge
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
CDR Laurence J. Readal
3. Mailing Address for person listed in item 2 above
1005 Michael Road
City: Camp Lejeune State: NC zip: 28547
Telephone Number: { 910 ) 451-2581
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
FSRG Operations & Maintenance Facilities - P1149 - 1 BN/9 Vehicle Maintenance
5. Location of Project (street address):
Corner of Julian C. Smith Drive & "F" Street
City: Jacksonville, NC County. Onslow
6, Directions to project (from nearest major intersection):
Corner of Julian C. Smith Drive & "F" Street
7. Latitude: 34-39r-51 rr 1 Y Longitude: 77-2 1 1-25rr W of project
8. Contact person who can answer questions about the project:
Name: Engr. Resources Group c/o Fred Watkins Telephone Number: 7( 57 ) 961-6215
II. PERMIT INFORMATION:
1, Specify whether project is (check one):
x New
Renewal Modification
17onn SWU-101 Version 3.99
Page 1 of 4

Z. If Ihis applica[ion is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NIA and its issue state (f known)
3. Specify the type of project (check one):
-__--.Low Density X -__-High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major 5edimrntation/l;rosion Control--.....404/401 Permit X.._ NPDFS Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748-
III. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
The storm water generally flows across the site from north to south. It will be intercepted by a series of inlets,
--- -- - — .� -------------------------------_...------------------..................
..- ---
and a swale along the south side of the site, and transferred to a BMP at the southwest corner of the site.
After processing through the swale and the BMP it will outfall into an existing swale/ditch along Julian C, Smith Dr,
2. Stormwater runoff from this project drains to the White Oak — River basin.
3. Total Project Area: 4.09 acres 4. Project Built Upon Area: 40
5. How many drainage areas does the project have?__2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attacli an additional sheet with the information for each area provided in the same format as below.
To 8M P ?)y Pass emP
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
New River
N EW RAY EK
Receiving Stream Class
SC
gC
Drainage Area
2.46 acres = 107,332 sf
L tD3 AC w 7 I, 04U s-P
Existing Impervious` Area
0.11 acres = 4,750 sf
0. 3 ` a C = is, 545 S�
Proposed Impervious'Arca
1.33 acres = 57,717 sfto SMP
() . 3o qC i3, 024 S
%Impervious' Area (total)
54%
I'a /
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0.23 acres = 9,916 sf
On -site Streets
-
....
On -site Parking
1.10 acres = 47,801 sf
4+
0. 30 tie, 13,024 St
On -site Sidewalks
_
..
Other on -site
-
Off -site
Total: 1.33 acres = 57,717 sf
Total: 0, 30 O-C ^ 13,0?.4
Impervious area is defined as the built upon area including, but nor limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc -
Form SWU-101 Version 3.99 Page 2 of 4

I -low was the off -site impervious area listed above derived? By best assumption and use of CADD Automated
area calculation
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size avid the allowable built -upon area for each lot. must. be provided as an aLlachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
NIA as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the ,State.
2. No more than N/A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not he filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state storm water management permit modification prior to
constnrction.
5. All permitted rttnoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be perfor-tned in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project, Contact the Stormwater and General iermits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Forin SWU-105
Curb Outlet Systein Supplement
Forin SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration "french Supplement
Form SWU-108
Meuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Forin SWU-101 Version 3.99 Page 3 of 4

4 la
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items fisted below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing In the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $4 Zpayable to NCDENRri-F o �,
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- _Development%Project name
- Engineer and firm
- Legend
North arrow
- Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Engineering Resources Group c/o Fred Watkins, P.E.
Mailing Address: 5265 Providence Road, Suite 202 -
City: Virginia Beach State: VA Zip. 23464
Phone:( 757 1 961-6215 Fax: LT 961- 7244
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General
certify that the Information included on t
that the project will b#Tonstructed in co or
and protective cove Mill
l be record , a
NCAC 2i-1.100a
Signature:____
tion, item 2) CDR Laurence J. Readal
application form is, to the best of my knowledge, correct and
vith the approved plans, that the required deed restrictions
the proposed project complies with the requirements of 15A
Fonn SWU-101 Version 3.99 Page 4 of 4
4 Date: Gw

4l0Gto7;0-Rre ��""0, r,
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
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: FSRG Operations & Maintenance Facility Building "C"
Contact Person: Fred Watkins, P.E. Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: NA
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
5.75 ft.
9.75 ft,
10.75 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
Permanent Pool Surface Area 5,137 sq. ft. • (water surface area at the orifice elevation)
Drainage Area 2.46 ac. (on -site and off -site drainage to the basin)
Impervious Area 1.33 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal z
8,108_cu. ft.
5,726 cu. ft.
1,598 cu. ft.
4.70
1.25 in
1 in.
_.... 90 %
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicaq$ Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b, The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
IV
NIA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
£ The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3.1,
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
J. A trash rack or similar device is provided for both the overflow and orifice.
NIA k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
Ill. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does X does not incorporate a vegetated filter at the outlet.
This system (check one) X does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
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 3.00 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
Permanent Pool Elevation 9.75
Sediment Ren oval El. 6.75 75,
___________A
Sediment Removal EEevation 6.75 75%
Bottom I Ee ation 5.75 --------------------------------------- `---�- ------
Bottom F;levation 5.75 25°
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: n w* S . S S
Title: Address: k
4r
�`� ��,. 4,,•L-.�� i�►-... S,..V�•sy-1 ••.: r_--t_C•'—�l 31.I_31
Phone: O `k - S CA
Signature:
Date: t�{y.�►(a.S
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, OUNV - \ CnG iO , a Notary Public for the State of RG Zf 0A ,
County of )do hereby certify that -
personally appeared before me thisQr�Ra day of NOI�C mrJF� �, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
Drig9e� ����i,
�••�,issioroF-r , ��
SI
////,�� l�lHltt111111 Off\\`
SEAL
My commission expireslA-4a E(1 a U0
Form SWU-102 Rev 3.99 Page 4 of

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DRAINAGE REPORT
Proiect:
FY' 05 M CON Project P- l 149
FSRG Operations & Maintenance Facility
Building "C"
Marine Corps Base
Camp Lejeune, NC
Prepared For:
The Haskell Company
mot.AL
1 1 l Riverside Avenue
Jacksonville, FL 32202
Submitted B
FFB 1 4 2006
31
A Ada
0,0
F;iEn irreerrnx resources Group, LLC
November 18, 2005
Revised December 16, 2005
Revised January 26, 2006
Revised February 8, 2006

I I ,
crn�
EngrnemffResources Group, I.LC
5265 Providence Road, Suite 202
Vaghm Beatty VA 23464
Ph (757) 961fi215 ft- [phone]
Drainage Narrative
FSRG Operations & Maintenance Facility Building "C"
P-1 149 l BN19
Camp Lejeune
Our findings are based on the items that could be verified by the Topographic Survey
provided by .lohnny .1. Williams Land Surveying PC. Since no existing storm sewer
calculations could be provided, all items as shown on the survey were assumed true.
The existing site ranges in elevation from 20.0 feet in the northeastern portion of the site
to elevation 11.0 in the western portion of the site. The majority of the stormwater runoff
from the area to be developed sheet flows to the existing drainage ditches adjacent to the
site. A minimal portion of the existing drainage system along Street "F" will be affected
with the proposed project. Street "F" has an existing storm system to collect runoff.
The proposed development includes storm systems, swales, a berm and a retention
facility to accommodate runoff from the proposed parking lot and building. The
proposed site ranges in elevation from 20.75 feet at the building finished floor to 5.75
feet at the bottom of the retention facility. The majority of the area to be developed will
be collected in the on -site storm system and carried to the proposed forebay and retention
facility where it will be treated and released into the existing ditch adjacent to the
developed area at a rate less than that of the 10 year pre -development flow. A minor
portion of the site will bypass the proposed storm system and run off into the existing
ditch.
The required 90% pollutant removal efficiency has been achieved utilizing swales and the
retention facility.
The Preliminary Report of Subsurface Exploration and Geotechnical Engineering
Evaluation has shown the ground water table to be at elevation 9.75 feet.
The proposed retention facility with forebay is sized for quality and quantity. The bottom
elevation extends 4.00 feet below the normal water level at a 3:1 side slope with a 12.0'
aquatic bench at a 6: l side slope. The retention facility will rise to elevation 10.75 feet
with a I" rainfall and elevation 13.75 feet with a 6" rainfall.
Storm sewer calculations are attached for the proposed storm sewer system. The 10 year
rise elevation of the BMP is equal to the tailwater elevation.
Pre and post -development drainage area maps have been provided for review.
ME

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Project Name: Community & Maintenance Facility
Project Number: 1200410.4A
Date; 8-Feb-06
Stormwater Flows for Developed Area
1 Developed Area - Pre -Development
Acres "c.1
CA
Pervious = 3.67 0.30
1.10
Impervious = 0.42 0.90
0.38
Total Area = 4.09
1.48
2 Developed Area - Post -Development
A Post -Developed Area - Bypass
Acres "c"
CA
Pervious = 1.33 0.30
0.40
Impervious = 0.30 0.90
0.27
Total Area = 1.63
0.67
B Post -Developed Area - To BMP
Acres
" c"
CA
Pervious =
1.02
0.30
0.31
BMP =
0.12
1.00
0.12
Building =
0.23
0.90
0.21
Impervious =
1.09
0.90
0.98
Total Area =
2.46
1.61
3 Size BMP Outfall Pipes
A Size Orifice Pipe
Orifice Dia = 1.25 in
h1 = 1" Rainfall Elev = 10.75 ft
h2 = Perm. Pool Elev = 9.75 ft
1" Rainfall Volume = 5726 sf
h3 = Avg Elev = 10.25 ft
Q = 0.6A(2g(h3-h2))"0.5
Q = 0.0290 cfs
t= VIQ
t = 197444.5 sec
t = 2.29 days
FEB 2 2 2006
r-,,_)a0()i
B Size Outfall Pipe
I =
6.00
in
Q pre =
8.87
cfs
Q post bypass =
4.01
cfs
Q min BMP out =
4.86
cfs
Q =
0.6A(2gh)"0.5
4.86 =
0.6A(2`32.2-4)110.5
A =
0.5047
sf
Req'd Outfall Dia =
4.81
in
12 in outfall pipe
Page 1 of 1

r rc p E*MJ7ngResources Group, JYC
5265 Providence Road, Swim 202
Vlq;i is B-K VA 23464
P6:p57}961.6215 V.c751)%1-7254
Project Name: Community & Maintenance Facility
Project Number: 1200410.4A
Date: 8-Feb-06
BMP Bypass Areas within Developed Area
Byp1 Acres "c11
CA
Pervious = 0.00 0.30
0.00
Impervious = 0.08 0.90
0.07
Total Area = 0.08
0.07
Byp2 Acres "c"
CA
Pervious = 0.08 0.30
Impervious = 0.07 0.90
0.02
0.06
Total Area = 0.15
0.09
Byp3 Acres "c"
CA
Pervious = 0.61 0.30
Impervious = 0,07 0.90
0.18
0.06
Total Area = 0,68
0.25
Byp4
Acres
V,
CA
Pervious =
0.45
0.30
0.14
Impervious =
0.00
0.90,
0.00
Total Area =
0.45
0.14
BypS
Acres
"c"
CA
Pervious =
0.19
0.30
0.06
Impervious =
0.00
0.90
0.00
Total Area =
0.19
0.06
Byp6 Acres "c"
CA
Pervious = 0.00 0.30
0.00
Impervious = 0,08 0.90
0.07
Total Area = 0.08
0.07
Total Bypass Area = 1.63 Ac
"c" post = 0.41
"c" post =
"c.. post =
"c" post =
F::
11161.1
1819 ,
"c" post = 0,30
"c" post = 0.30
11c" post = 0.90
Page 1 of 1

F7grkirwenr 7gResources Group, I fC
5265 Providence Road, Suite 202
Vi pri Beach, VA 25464
Ph: (15i� 9d1�213 Nr: ()!') 941-r2m
Project Name: Community & Maintenance Facility
Project Number: 1200410.4A
Date: 8-Feb-06
Drainage Areas to BMP
1
Acres
..c1.
CA
Pervious =
0.04
0.30
0.01
Impervious =
0.12
0.90
0.11
Total Area =
0.15
0.12
2
Acres
"c"
CA
Pervious =
0.09
0.30
0.03
Impervious =
0.09
0.90
0,08
Total Area =
0.18
0.10
3
Acres
"c"
CA
Pervious =
0.03
0.30
0.01
Impervious =
0.20
0.90
0.18
Total Area =
0.23
0.18
4
Acres
"c'.
CA
Pervious =
0.00
0.30
0.00
Impervious =
0.18
0.90 _.
_ 0.16
Total Area =
0.18
0,16
5
Acres
"c"
CA
Pervious =
0.00
0.30
0.00
Impervious =
0.28
0.90
0.25
Total Area =
0.28
0.25
6
Acres
"c"
CA
Pervious =
0.00
0.30
0.00
Impervious =
0.17
0.90
0.16
Total Area =
0,17
0.16
7
Acres
"c"
CA
Pervious =
0.86
0.30
0.26
BMP =
0.12
1.00
0,12
Impervious =
0.30
0.90
0.27
Total Area =
1.28
0.65
Total BMP Area = 2.46 Ac
"c" post = 0.66
" c" post = 0.76
" c" post = 0.60
..c" post = 0.82
"c" post = 0.90
"c" post = 0.90
"c" post = 0.90
1.c" post = 0.51
Page 1 of 1

4ecti BagineeriW R sovrres Gm p, LLC
..6
.... Pro idcncc Road, Suiic 202
Viro'ja Beach, VA 23464
Pi.p57j%1431e N.:( )asi-au
Project Name: Community & Maintenance Facility
Project Number: 1200410.4A
Date: 8-Feb-06
BMP Sizing Calculations
1 Surface Area Required For Water Quality:
A Site Information
Total Area to BMP = 2.46 Acres f
Impervious Area To BMP(s), IA = '1.33 Acres
Percent (%) Impervious Area = 0,54 or 54 %
Pond Depth = 4.00 ft
B Required BMP Surface Area at Normal Water Level (NWL)
From NCDENR Stormwater BMP Table 2.3 - Coastal Counties,
SA/DA Ratio = 4.70
Required Surface Area = 0.12 acres = 5,034 sf
2 Volume Required Above NWL For Water Quantity
A Runoff Coefficient
Rv = 0.05 + (0.009'I)
0.53 in/in
B Required BMP Volume
Design Rainfall = 1.00 Inch Per Impervious Acre
1.00 in 1 ft 2.46 ac ' 43,560 sf
12 in 1 ac
4,775 cf
3 Proposed BMP
A Water Quality
Provided Surface Area = 5,137 sf
@ Elevation = 9,75
B Water Quantity - 1" Rainfall
Provided Storage Volume = 5,726 cf
@ Elevation = 10.75
C Water Quantity - 6" Rainfall
Provided Storage Volume = 29,827 cf
@ Elevation = 13.75
4 Forebay
t Rv
> Required Surface Area = 5,034 sf
> Required Storage Vol = 4,775 cf
> Required Storage Vol = 28,651 cf
A Total Forebay Vol Provided @ NWL = 1,598 cf
B Total BMP Volume Provided @ NWL= �8,108 cf
C Forebay Volume Percentage of Total Vol = 20 %
Page 1 of 1

3 3 WET DETENTION BASIS
TABLE 3.3.2
Surface Area to Drainage Area Ratio for Permanent Pool Sizing to Achieve
85 Percent TSS Pollutant Removal Efficiency
in
Coastal Counties (30-Foot Vegetated Filter Required)
70% 6.0 5.2 4.5 4A
3.7
3.3a
2.9
2.5
2.1
1.8
80% 6.8 6.0 5.2 4.7
4.2
3.7
3.2
2.7
2.2
2.0
90% 7.5 6.5 5.8 5.3
4.8
4.3
3.8
3.3
2.8
1.3
100% 8,2 7.4 6.8 6.2
5.6
5.0
4.4
3.8
3.2
2.6
a Revised 10/31/97
TABLE 3.3-3
Surface Area to Drainage Area Ratio for Permanent Pool Sizing to Achieve 90 Percent TSS Pollutant Removal Efficiency in
Coastal Counties (No Vegetated Filter Required)
Adapted from Driscoll, 1986
Percent
Impervious
Cover
3.0
3.5
4.0
Permanent Pool Average Depth (ft)
4.5 5.0 5.5 6.0
6.5
7.0
7.5'
10%
1.3
1.0
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
20%
2.4
2.0
1.8
1.7
1.5
1.4
1.2
1.0
0.9
0.6
30 %
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
0.8
40%
4.5
4.0
3.5
3.1
2.8
2.5
2A
1-8
1.4
1.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60%
7.0
& 0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80%
9.4
8.0
7.0
6A
53
5.2
4.6
4.0
3A
2.6
90%
10.7
9.0
7,9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100%
12.0
i0.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6
Wet detention basins alone are not sufficient to meet the 30 percent nitrogen removal
efficiency requirement. They can, however, be used in a series of BMPs that combined
provide sufficient protection to surface waters (see Section 3.0). For example, wet detention
basins combined with grass swales, filter strips, buffers, permeable pavement, etc., can
achieve 30 percent nitrogen removal efficiency. Wet detention basins must also be designed
to achieve reduction of the 1-year, 24-hour storm flow to predevelopment conditions in the
Neuse Diver Basin.
NCDENR STORMWATER BM MANUALOX - 7.1-2005 346

Type.... Vol: Elev-Area Page 1.01
Name.... PROPOSED FOREBAY
File.... C:\Documents and Settings\hcook\Desktop\PROPOSED BMP.PPW
Elevation Planimeter 'Area Al+A2+sgr(AI*A2) Volume Volume Sum
(ft1 (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft)
------------------------------------------------------------------------
5.75 ----- 44 0 0 0
7.75 ----- 359 529 352
9.75 ----- 931 1868 1245 1598 /
POND VOLUME EOUATTONS
Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-ELI) * (Areal + Area2 + sq.rt.(Areal*Areal))
where: ELI, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for £L1, EL2, respectively
Volume Incremental volume between ELI and EL2
S/N: 821F019070c2 Engineering Resources Group
PondPack Ver. 9.0046 Time: 9:02 AM Date: 2/8/2006

Type.— Vol: Elev-Area Page 1.01
Name.... PROPOSED BMP 100
File.... C:\Documents and Settings\hcook\Desktop\PROPOSED BMP.PPW
Elevation Planimeter
(ft) (sq.in)
-------------------------
5.75 -----
7.75 -----
9.75 --^--
10.75
11.75 -----
12.75 -----
13.75 -----
Area
Al+A2+sgr(AI`A2)
Volume
Volume Sum
(sq.ft)
(sq.ft)
(cu.ft)
(cu.ft)
----------------------------------------------
186
1
0
0
0
1674
2418
1612
1612
5137
9743
649 /
Q�D✓6336
17178
5726
13834
7441
20643
6881
20715
8603
24045
8015
28730
9821
27616
9205
37935
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir volumes.
volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2))
where: EL1, EL2 r Lower and upper elevations of the increment
Areal,Area2 = Areas computed for ELi, EL2, respectively
Volume = Incremental volume between EL1 and EL2
SIN: 821F01907OC2 Engineering Resources. Group
PondPack ver. 9.0046 Time: 9:02 AM Date: 2/8/2006

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Grate Inlet On Grade (Gutter Spread 06-0126.f1m8) Report
-..... w ..._.. ....... -.. .
Label Grate Width Crate Length Active Crate Bypass Flow Clogging Depth Discharge
(ft) (ft) Length 01s) N ' (ft) OVIs)
(ft)
ST11 Urate 1.50 2.27 2,26
Inlet On Grade 0.01 0.60 0,16 0-26
Flow Area Grate Flaw. Crate Type. fntercapied . Road Cross Roughness Side Flow Slope
(f 2) Ratio Flow Slope Coefficient Factor (fvft)
W s) (ft/ft)
0.18 0.93 Reticuline 0.25 0.03 0.013 0.36 0.00370
Frontal utter..
<.Splesh,:_ Spread• Velocity
Flow Cross.
Over,, (it} (fus)
Factor. Slope _
.Velocity,..
O
, . (ems)
+ 1.00 , 0.08
4,62 3.03 1.44
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00]
1f26l2006 11:43:45 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 1 of 1
r

DETENTION POND ANALYSIS FILE NAME: G:\DATA\WPDATA\WQS\POND1060137.WK1
PROJECT#: SW8 060137 REVIEWER: P.Bartlett
PROJECT NAME:
FSRG O&M VMF; P-1 149
0.(-
DATE:
03-Mar-06
Receiving Stream:
New River
Class:
SC; NSW
0�
ftb '3(�f
Drainage Basin:
White Oak
Index No.
19-(15.5)
Site Area
4.09 acres
Drainage Area
1 .1.93Q"Q.Q::'
square feet
Area =
2.46 acres
IMPERVIOUS AREAS
Rational C
OS bldgs 9916.00 square feet
OS prkg 47801.00 square feet
square feet
square feet
square feet
square feet
Rational Cc= 0.09
TOTAL 51-71-:1`06d square feet
SURFACE AREA CALCULATION
% IMPERVIOUS 56.62%
Des. Depth 4
TSS: 90
SA/DA Ratio 4,96%
Req. SA 5058 sf
Prov. SA13 sf
VOLUME CALCULATION * place a "11" in the box if Rational is used
Rational ?*
Des. Storm
inches
Rv=
0.56
Bottom
5.75 msl
Perm. Pool
msl
Design Pool
10.75 msl
Design SA
6336 sf
Req. Volume
e
Prov. Volume
l cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
0.47
ft
0.029
cfs
0.012
cfs
.... ............
weir H x W
......... .........
'Qj!
days
FOREBAY
Perm. Pool Volume=
Req, Forebay Volume=
Provided Volume=
Percent=
SA @
Elevation=
Q2 Area =
Q5 Area =
Orifice Area
Q=
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
in
186
5.75
8108
1621.6
1598.00
F7779!--,'7%
1.26 sq. in.
0.50 sq. in.
1.23 sq. in.
0.028 cfs
x
5137 6336.00
9.75 10.75
in

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www.tlrlonn..mm --_ � Lt 1 AG ...�� wrwd

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
July 8, 2020
NORTH CAROLINA
Environmental Quality
United States Marine Corps Camp Lejeune
Attn: Mr. Neal Paul
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 060137
FSRG P-1149-1BN19 Vehicle Maintenance
Onslow County
Dear Mr. Neal:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on June 2, 2020. The Division is hereby notifying you that permit SW8 060137 has been renewed on
July 8, 2020, and shall be effective until March 3, 2028. 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 storrwater permit. The plans originally approved on March 3, 2006 and most
recently revised on January 10, 2007, 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 Daniel Sams in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
3,-, Brian Wrenn, erector
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DESIdan:111Stormwater\Perrrtits & Projects12020 060137 HD 2020 07 permit 060137
cc: Wilmington Regional Office Stormwater File
QNorth�� Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
D_ E Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
a"N �� 910,796.7215

State Stormwater Management Systems
Permit No. SW8 060137
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
U.S Marine Corps Camp Lejeune
FSRG Operations & Maintenance Facilities
P-1149 - 1BN19 Vehicle Maintenance
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division Of Energy, Mineral and
Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until March 3 2028, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 57,717 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 4

State Stormwater Management Systems
Permit No. SW8 060137
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, acres:
2.46
Onsite, ft2:
107,332
Offsite, ft2:
None
b.
Total Impervious Surfaces, ft2:
57,717
OS Buildings, ft2:
9,916
OS Parking, ft2:
47,801
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
4.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
9.75
g.
Permanent Pool Surface Area, ft2:
5,137
h.
Permitted Storage Volume, ft3:
5,726
i.
Temporary Storage Elevation, FMSL:
10.75
j.
Controlling Orifice:
1.25"0 pipe
k.
Permitted Forebay Volume, ft3:
1,598
1.
Receiving Stream/River Basin:
New River 1 White Oak
M.
Stream Index Number:
19-(15.5)
n.
Classification of Water Body:
"SC; NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
.9. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system, as
the permanent pool volume is less than 30,000 cubic feet.
6. The facilities shall be constructed, operated and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 060137
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. 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.
III. GENERAL CONDITIONS
1. 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 y 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;
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 060137
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121.
2. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. 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 condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
Permit issued this the 8th day of July, 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

, P�
DEMLR USE ONLY
Date 52ceived
Fee Paid
Permit Number
a ,9QO
1_S,08�06007 $52257:�
w'? oLo
NC DEO Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 6o.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 060137
2. Project name: FSRG P-1149-1 BN19 Vehicle Maintenance
3. Project street address: XXX
City: MCB Camp Lejeune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? NIA
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: htt s://de .nc. ov/about/divisions/ener -
mineral-land-resources/energv-mineral-land-ruleslstormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energv-mineral-land-
resources/energy-mineral-1and -rules/Sormwater-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 Lejeune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Dewy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Lejeune _ _ _State: NC
ZIP : 28547-2521
5. Street Address:
City:
State: ZIP:
6. Phone: [phone] Email: [e-mail]� _
rs
JUN 0 2 2020
BY
"VA
i�
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SiJBMITTAL 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:
A permit application processing fee of $505.00 payable to NCDEQ.
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.
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.
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
❑ l 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 onfile with the permit.
5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sooc.gov/online_services/search/by_title/_Business Registration
EC��F-
JUN 0 2 2020
BY:-
Stormwater Permit Renewal Application form Page 2 of 3 May 11, 2018

'D. PERMITTEE'S CCERTEVh
IFLrATION
; S GL 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 DEMt_R of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and comp)
Signature: Date:t IL
NOTA ZA71ON:
I, _;� 1 , a Notary Public for the State of
-T County of �i��! 0� do hereby certify
that 'll 1 nri°i_ . personally appeared before me
this the day of 20��, and acknowledge the due
{{{GNU{hpp�
e� LOP rn _'JPrgoing instrument. Witness my hand and official seal,
c O � 'O�BLIC a
My ��OOWN 6n expires
JUN 022020
BY•
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

i

A
PERMITTEE'S CERTIFICATION
I, q-4Z the person legally responsible for the permit, certify that I have
a copy of the Permit and O& Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or owne hi All information provided on this permit renewal application is, to the best of my
knowledge, correct plete.
Signatur Date: 3 � ?1a
NOT RI TION
I,
that
this the t
exec nl e forg,
�AOTAgy
(Nita ry Sea I)
I n '°UBUG .
County of
y of
strument. Witness my hand and official seal,
A
�ylNpl Iy w - 'Wr
My commission expiresi-�]_ _2
a Notary Public for the State of
do hereby certify
personally appeared before me
202.5 , and acknowledge the due
EGFIN
JUN 0 2 r4a
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Central Files: APS _ SWP
7/9/2020
Permit Number SW8060137
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Renewal with major mod
Permit Type
Version Permit Classification
State Stormwater
2.00 Individual
Primary Reviewer
Permit Contact Affiliation
dan.sams
Coastal SWRule
Coastal Stormwater- 1995
Permitted Flow
Facility
Facility Name
Major/Minor Region
FSRG P-1149-1BN/9 Vehicle Maintence
Minor Wilmington
Location Address
ti
County
Julian C Smith F St
Onslow
Facility Contact Affiliation
Camp Lejeune NC 28547
Owner
Owner Name
Owner Type
Commanding Officer Marine Corps Base Camp Lejeune
Government - Federal
Owner Affiliation
Robert A. Lowder
12 Post Ln
Dates/Events
Camp Lejeune NC 2854725.
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
3/3/2006 6/2/2020
7/8/2020 7/8/2020 3/3/2028
Regulated Activities
Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Thursday, June 18, 2020 105 PM
To: Barraco CIV Talia M
Subject: SW8 060137 - FSRG P-1149-1 BN/9 Vehicle Maintenance
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on June 2, 2020. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
t F5 rZC� �— — � / q V'i✓ AtCLE MAs�TWAt)C Date Delivered to WIRO: ] 7O2d
Project Name: r
Project County/Location: BIMS Received/Accepted Date: 7,iD
Rule(s): F-12017 Coastal �2008 Coastal F�1995 Coastal BIMS Acknowledged Date':
Phase II Universal 1:11988 Coastal
Permit Action: New
Major Mod / Minor Mod enewa
Permit Type: ('�_D LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
❑New Permit #2:
F1 Existing Permit#: S+ aL�jj3%
Expriation Date A: Zoe
LJOffsite to SW8:
Development Type: Commercial / Residential / er /AST• — MIL I TAB° Y ❑Lot is in Master Permit?
Subdivided?: Subdivision or Single Lot �/ OPE Cert on File?
Permittee Type &Documents Needed:
Property Owner(s) El Purchaser Lessee
Viable? MViabke? Viable?
Deed Purchase Agmt Lease
ElNot Subdivided: Deed
Subdivision: Common Area Deed
F-1HOA Developer
Viable? Viable?
Election Minutes
Paperwork
Application
Fee: M$505 (within 6mo) Check#(s):
FISupplement2 (1 new form or for older forms: 1 originol perSCM)
1:1O&M 2
Soils Report (Infil or PP)
Calculations (signed/seoled)
Deed Restrictions, if subdividedz
Project Narrative
�USGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
Plans (2 Sets)
FTE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 5 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME:
Comments:
G:wQ\\\Reference Library\procedures\Checklists\Completeness Review Checklist_202001 31
DNo Fee
Y / N

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