SW8080313_CURRENT PERMIT_20140117

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 a8 0 3 ( 3
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

DWQ USE ONLY
Date Received
Fce Paid
Permit Number
U
o
OIF03(
Applicable Rules:
❑ Coastal SW -1995 oastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply)
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M >mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
'!'his form niay be photocopied for use as nit original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
P1349 Special Overations Training Complex - Shooters Parking Area (Site-2)
2. Location of Project (street address):
Booker T Washington Boulevard, MCB Camp Lejeune
City:Campp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
Take Hwy 210 Rifle Range Road from State Route 17, turn left onto Range Road. Site is approximately 1 mile
on the left.
4. Latitude:34° 35' 20.62" N Longitude:-77' 27' 03.48" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationi
tRenewals tuilli rrrodifrcations also reg0res 5WU-102 - Renewal Application Forrn
bAf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080313 , its issue date (if known) fuly 13, 2012 , and the status
of construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A - and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 7.6 ac of Disturbed Area
❑NPDES Industrial Stormwater 7404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2072-200, Part Vl: htti2://12ortal.ncdenr.org/web/wq./ws,
ECEIVE
Aftel U014
Fowl SWU-101 Version 06Aug2Ol2 Page 1 of 6
BY:

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Commandine Officer, Marine Corps Base, Camp Lejeune
Signing Official & Title: Neal Paul, Deputy Public Works Officer
b.Contact information for person listed in item laabove:
Street Address:Building 1005 Michael Road
City:MCB Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City:
Phone: (910 ) 451-2213
Em-,iil:[e-mail]
usmc.mil
State:
Zip:
Fax: (910 ) 451-2927
Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser's (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable
State:
Zi
City: State: Zip:
Phone:
Email:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:David Towler
Signing Official & Title:Civil Design Branch
b.Contact information for person listed in item 3a above:
Mailing Address:Public Works Division, Building 10-05
City:Cam12 Lejeune State:NC Zip:28547
Phone: [phone] ext. 3284 Fax:.(
Email:david.towle «usmc.mil
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
JAN 17 2014
Fonn SWU-101 Version 06Aug2012 Page 2 of 7 BY'

''� c "
� �.�•
..
�. .

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The site stormwater will be collected via a combination of overland flow, a curb and gutter system, storm
sewer biping and inlets, and culverts and ditches. Stormwater management for the site will be provided by
two sand filters. The receiving water for this site is Stones Creek which outfalls into the New River, an SA
water. This is a modification of existing Permit SW8 080313. This project modifies Draina g Areas 6 and 9.
2. a. if claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 7.6 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
7.6 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) litre, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (13U& Non -coastal wetlands landward of this NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 72
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For lore density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
ECEIVE 1
}AN 17 7014
BY:
Form SWU-101 Version 06Au92012 Page 3 of 7

. ``
i �f�7� � f �r`r tj
r '�
.�/;
L

Drainage Areas Cont.
Permit nn_ SW 8080313
Basin Information
Drainage Area 1
Drainage Area 2
P1286
P1184 Dining Facility)
Receiving Stream !Name
Stones Creek
Stones Creek
Stream Class
SA; HOW
SA; HQW
Stream Index No
19-30-3
19-30-3
Total Drainage Area sf
149,975
50,530
On -site Drainage Area sf
149,975
50,530
Oif-site Drainage Area sf
0
0
Proposed Impervious Area sf
99,550
23,705
% Impervious Area total
66.0
47,0
Impervious Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings Area sf
25961
860
On -site Streets Area sf
0
0
On -site Parkin Area sf
54619
21715
On -site Sidewalks Area sf
8,545
1,130
Other On -site sf
0
0
Future
0
0
Off -Site sf
0
0
Existing BUA
10425
0
Total (sf) 1
99,550
23,705
Basin Information
Drainage Area 3
Drainage Area 5
P1286
P1164 Dinin Facility)
Receiving Stream Name
Stones Creek
Stones Creek
Stream Class
SA; HOW
SA; HOW
Stream Index No
19-30-3
19-30-3
Total Drainage Area sf
140,526
33,812
On -site Drainage Area sf
140,526
33,812
Off -site Drainage Area sf
0
0
Proposed Impervious Area sf
53,429
16,553
% Impervious Area total
38.0
49.0
Impervious Surface Area
Drainage Area 3
Drainage Area 5
On -site Buildings Area sf
280
7575
On -site Streets Area sf
0
4480
On -site Parkin Area sf
0
0
On -site Sidewalks Area sf
12,226
1,338
Other On -site sf
0
0
Future
0
3,160
Off -Site sf
0
0
Existing BUA
40923
0
Total (sf)
53,429
16,553
Basin Information
Drainage Area 7
P1286
Receiving Stream Name
Stones Creek
Stream Class
SA; HOW
Stream Index No
19-30-3
Total Drainage Area sf
287,276
On -site Drainage Area sf
287,276
Off -site Drainage Area sf
0
Proposed Impervious Area sf
165,414
% Impervious Area total
58.0
Impervious Surface Area
Drainage Area 7
On -site Buildings Area sf
1992
On -site Streets Area sf
0
On -site Parkin Area sf
0
On -site Sidewalks Area sf
14,229
Other On -site sf
0
Future
0
Off -Site sf
0
Existing BUA
149193
'
Total (sf)
165,414
IVEI
2014

. 4

Basin Information
Drainage Area 9
Drainage Area 10
Drainage Area 6
Drainage Area
Receiving Stream Name
Stones Creek
Stones Creek
Stones Creek
Stream Class *
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
19-30-3
19-30-3
19-30-3
Total Drainage Area (sf)
131,167
134,458
304,904
On -site Drainage Area (sf)
131,167
134,458
303,837
Off -site Drainage Area (sf)
0 .
0
1,067
Proposed Impervious Area** (sf)
79,902
111,453
142,320
% Impervious Area** (total)
60.9
82.9
46.7
Impervious' Surface Area
Draina e Area 9
Drainage Area 10
Drainage Area 6
Drainage Area
On -site Buildings/Lots (sf)
0
0
31,670
On -site Streets (sf)
0
0
11,056
On -site Parking (sf)
78,577
111,453
54,149
On -site Sidewalks (sf)
1,325
0
13,477
Other on -site (sf)
0
0
7,349
Future (sf)
0
0
0
Off -site (sf)
0
0
1,067
Existing BUA*** (sf)
1 0
0
23,552
Total (sf):
1 79,902
111,453
142,320
* Stream Class and -Index Number can be determined at: httyl/portal. ncdennorghoeb/zvq[Rs/csulclassifications
** Imppervious area is defined as tire built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by nezv BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County:' Contact DJVQ Central Office staff to check if the project is located tivithin a Threatened &
Endangered Species watershed that may be sulljec•t to more stringent store ivater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:Z/portal.ncdenr-org/web/­wq/ws/su/­bmp-manual.
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 listed below. A detailed application instruction sheet and BMP
checklists are available from htW://j2ortal.ncdenr.org/web/"wg/ws/su/­`statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from littp://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. ALL
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to AL.6
litti2://www.envlietp.orgJ12ages/onestopexpress,iLtmlt for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordina f= B ;
additional information and to schedule the required application meeting.) j
1AN 17 2014
Form SWU-101 Version 06Aug2012 Page 4 of 7
BY:

R� • \ � �
�`�
��� 3

5.. A detailed narrative (one to two pages) describing the stormwa ter treatment/management for At,5
the project. This is required in addition to the brief summary provided in the Project
Information, item L
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the A L6
receiving stream drains to class SA waters within'h mile of the site boundary, include the'/s
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). AL6
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: AL6
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elev_ ations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 13MPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
N A
N A.
10
11
A copy of the most current property deed. Deed book: N/A Page No: N/A
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretary.state.nc.us/Corporations/CSearch.asi2x
VI1. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 chang feted.
without concurrence from the NC DWQ, and that they will be recorded prior to the sale o 44 . � V `"^' JAN 17 2014 '
Form SWU-101 Version 06Aug2012 Page 5 of BY:

�'� # 1
����
. �.J

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting EngineenAnna Lee Bamforth P.E. L.S.
Consulting Firm: C. Allan Bamforth, Ir., Engineer -Surveyor, Ltd.
Mailing Address:2207 Hampton Boulevard
City:Norfolk State:VA Zip:23517
Phone: (757 ) 627-7079
Eiiiail:[e-mail]
Fax: (757 ) 625-7434
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filler! out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) _ _ certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item In) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
EGEI V J
JAN 17 2014
BY:'
Form SWU-101 Version 06Aug2012 Page 6 of 7

��Ej � 1 { YiY`� ;'
u .

X, APPLICANT'S CERTIFICATION
I, (print or type naine of person listed in Contact Information, item 1a) Neal Paul
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and peotective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormw r rules under " 5A AC 2H .1000 and any other'applicable state stormwater requirements.
Sig ature: - Date: (n� - a
OO�'P ic f r the State ofCounty odo ereby certify that personally appeared
before me this �day of l l� a due ecution of the Galion for
a stormwater permit. Witness my hand and official se a,
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
My commission expires
EGEIV"
JAN 17 zoti
Form SWU-101 Version 06Aug2012 Page 7 of 7_

.R. .s.
• - ,� � 1, .1 i�,3S t.
' �.�
I s?t s �,,
�, i

Permit No. JW zy F0313
(to be provided by DWQ)
��ao� W n r�gQG
--.---� S70RMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be fitted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information,
I:iPROJECT INFORMATION''.'
Project Name P-1286 Bachelors Enlisted Quarters Rifle Range
Contact Person Cad Baker
Phone Number 910-451-2213
Date 412512012
Drainage Area Number 1
II DESIGN!INFORMATIONF�..
Site Characteristics
Drainage area 149,975.00 ft2
Impervious area 99,550.00 fe
Percent impervious 66.38 %
Design rainfall depth 3,60 in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.60
in
1-yr, 24-hr intensity
0,16
Whir
Pre -development 1-yr, 24-hr discharge
0,08
ft3lsec
Post -development 1-yr, 24-hr discharge
0,33
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
0.25
ft3lsec
Storage Volume: Non -SA Waters
Minimum design volume required
na
it3
Design volume provided
ft3
Storage Volume: SA Waters
1.5' runoff volume
it3
Pre -development 1-yr. 24-hr runoff volume
2,250,00
it3
Post -development 1-yr, 24-hr runoff volume
29,128.00
it3
Minimum required volume
26878.00
Volume provided
26,935.00 -
ft3 OK
Soils Report Summary
Soil type
sand
Infiltration rate
6.54
inlhr
SHWT elevation
45.33
tmsl
Basin Design Parameters
Drawdown time
0,22
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
47.50
fmsl OK
Storage elevation
49.73
fmsl
Storage Surface Area
13,655.00
f1'
Top elevation
50.00
fmsl
RECEIVED
Basin Bottom Dimensions
Basin length
127.00
ft
Basin width
97.00
11
J U L 13 2012
Bottom Surface Area
10,552.00
itz
BY: 3v313
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & 11. Design Summary, Page 1 of 2

F- f

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
1.50
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
80.00
h
OK
Distance from surface waters
87.00
h
OK
Distance from water supply well(s)
na
ft
OK
Separation from impervious soil layer
3.50
ft
OK
Naturally occuring soil above shwt
3,50
ft
OK
Bottom covered with A -in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
na
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
forebay
Form SW401-Infiltration Basin Rev.S 11Apf2011 Parts I. d II. Design Summary, Page 2 of 2

Permit N
(to be provided by DWQ)
IIL; 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.
CG1 . 17
1. Plans (1" - 50' or larger) of the entire site showing:
CS 1 . 05
Design at ultimate build -out,
CG1 . 06
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.
CG 1 . 06 2. Partial plan (1" W 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.
CU5 . 0 8 3. Section view of the infiltration basin 0" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
R.5 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
ATTACHED 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
C 0 . 0 2 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
SEE entire drainage area is stabilized.
SUPPLEMEI TThe supporting calculations.
ATTACHED
N/R
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
ECEOV=
JUN 19 2012
BY:
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III, Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: i
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 time and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3
E(C
JUN � 9 2012
BY: Page 1 of')

BMP element-
Potential roblem:
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.
s ra).
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,
E C E OVi1L ,.
JUN 19 2012
Form SW401-Infiltration Basin O&M-Rev.3 BY: Page 2 of 3

.4
Permit Number: % 0 6,fo 50
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P1286 BACHELOR'S ENLISTED QUARTERS RIFLE RANGE
BXIP drainage area number:
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:Buildin g 1005 Michael Road. MCB Camp Le'eune. NC. 28542
Phon
S igm
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ��, '-/ ,6' , a Notary Public for the State of
A- , County of (��1s1e do hereby certify that
personally appeared before me this
day of land acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
ALICE A. SONNETIrE
Notary Public
On slow
County
State of North Caro. Ina
M Commission Ex free Oci/J
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3
JUN 19 2012
BY: --
Page 3 of 3

I

i
Permit No. N4 313
{to be provided by DWO)
AM
4 STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
O K
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form most be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
DINING FACILITY AT STONE BAY, MCB CAMP LEJEUNE
Contact Person
Jeffrey J. Bass
Phone Number
757-961-7805
Date
2/'712008
Drainage Area Number
DRAINAGE AREAS 2
Ill. DESIGN INFORMATION
Site Characteristics
Drainage area
50,530,00- ft2
Impervious area
23,705.00 fie
Percent impervious
0.47
Design rainfall depth
3.6 in
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr. 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
Y
(YorN)
3.58
In
0.18
inlhr
0.04
ft3lsec
0.11 .........
fi3isec
0.1
fl3isec
N/A ft3
N/A ft3 OK for non -SR waters
3.6 in
754 ft3
7069 ft3
6316 ft3
6,400 ft3
Sand
7.70 inlhr
45.87 fmsl
0.1.
days OK
3
1 :1 OK
47.87
- fmsl OK
49.17
fmsl
49.50
fmsl
30 ft RECEIVED
30 ft
3,941 ft2 APR 2 9 2008
BY:
Form SW461-Inf liration Basin-Rov.1 Parts I. & II. Design Summary, Page 1 of 2

-. r'� • i
1
���i�' -+��-
.; y
s

Permit No. 5'f 0`J�����
(to be provided by DWO)
Additional Information
Total runoff vatume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1.76
50
125
50
n/a
2
1.67
Y
n!a
Y ^^
Y
Swale
ac-in
ft
ft
ft
(Y or N)
(Y or N)
(Y or N)
(Y or N)
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Infiltration Basin-Rev.1 Pans I. & II. Design Summary, Page 2 of 2

•' S o�l� . Permit No.
(to be provided by DWQ)
III: REQUIRED•ITEMS CHECKl11lS P a w} . �;� a. } s �6!r` e� '
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.
)01
1. Plans (1" - 50' or larger) of the entire site showing:
CG,5o1
- Design at ultimate build -out,
Cab •
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
- Recorded 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
/01
- Pretreatment device.
3. Section view of the infiltration basin 0" = 20' or larger) showing:
((V
(_'�$01
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
ACa�CS
•
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
C'aks•
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. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
C61OZ
7. A construction sequence that shows how the infttration basin will be protected from sediment until the
entire drainage area is stabilized,
62lCS.
8. The supporting calculations.
P�
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
N l n
10. A copy of the deed restriction,
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

1+'
Permit Number: 51-11f
(ro be provided by DIVQ)
Draiilage Area Neimber: 2 —
Infiltration Basin Inspection and Maintenance Agreement
I will keep a nlnintcnance record on this MR 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 13NIP.
Important- mainfenance procedures:
The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin. .
Inhmediately after the infiltration basin is established, the vegetation Xvill 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'vegetatioil in and around the basil 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 inspection 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 innnediately.
BMP element:
PoteIltialProblem:
HOW I will reinediate till roblem:
Tile entire IMP
'1 rash/debris is present.
Remove the trash/debris.
The perimeter of flee
Areas of bare soil and/or
Kegrade the soil if necessary to
infiltration basin
erosive guilies [lave formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a.
Oill-tulle fe1'tl[l7_Cl' fl i lication.
The inlet device: pipe or
swale
The pipe is clogged (if
apt licable).
Unclog, the pipe. Dispose of the
sediment off -site.
Tile pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
_
Erosion Is OCCui'rnlg in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforcer[
turf matting or riprap to avoid
future woblenis with erosion.
RECEIVED
APR 2 9 2003
Form SW401-litii1tration Basin MM-Rev.2 BY: Page I of 3

,r i
• �.
'r r 1 .� � „ .� T
k
f ���
_ 'rc�

BMP element:
Potentialproblem:
How I will remediate the' roblem-
The forebay
Sediment has accumulated
Seal -ell for the source of the
ailil reduced the depth to 75%
sediment and femedy the problem if
of the original design depth.
possible. Remove the-sedinneilt aind
d ispose of it in a locations where it
%vill not cause impacts to streams of
the Blvll'.
Erosion has occurrkl.or
Provide additional erosions
riprap is displaced.
pl'otection such as reinforced turf
matting or riprap. if heeded to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand, if pesticides are used, wipe
them oil the plants rather than
5 ra in &
The main treatments area
A visible Dyer of sediment
Search for the source.of the
Alas acculllrilated,
seciment and remedy the.probleili if
possible. Remove the sediment amid
dispose of it in a location where it
will not cause impacts to streams or
the 13MP. Replace any media that
was removed in the process.
Revegetate disturbed areas
imnlediatel .
Water is stanching more than
Replace the top few inches of filter
5 days after a storin event.
media and see if this corrects the
standing water problem, If so,
revegetate immediately. If not,
consult all appropriate professional
for a mole extellsivL re lair,
Weeds and noxious plants are
Remove the plants by hand oI' by
growing in the main
wiping them with pesticide (do not
treatment area.
s nl'ay .
The embankment
Shrubs.or trees have started
Remove shrubs or trees
to grow oil the enlbankniciit.
immediately.
An anlllial inspections by all
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Cleats out the outlet device. Dispose
of the sediment off -site,
The outlet device is daina red
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 Ullit at 9'19-
ou t l e t.
733-1786.
Fornn S1' OI-hifilo-anion Bashi I&M-Rev.2 Page 2 oll

Permit Number: - Leo 0313
(if) he prnvided by UII'Q)
I acknowledge and agree by my signature below that I am responsible for the
pci-formance of the maintenance procedures listed above. [agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible Marty.
PFOje ! W1111e: P(I M DIMING rAC1L1-iY A,-f 5-rONS 13AJ AAca c jg-j IFWME
BA4P (hvi rage ai-ea munUei-:
Print name: CAR,- SAKeR
z
Title: De?u-ly PV tR I J6Ry 0o:te-5a
Address: loos NkIct IZAL Ro, Camp Le-Neu►ie lJr— Z gq2
Phon,
Sign
Date:
Nate: The legally responsible party should not be, a honteown6s association unless more than 50% of
the lots have been sold and a resident ofthe subdivision has bccn named the president.
a Notary Public for the State of
Courity of , cto hereby certify that
personally appeared before nie this
clay of � y� 4 O09 , and acknowledge the due eXCCUtion of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
r�
AUCE A IONNfM
Notary /ubac
OnOow County
Btatt of Notts CONMO
My Commission Wiens Oct 23. 2010
SEAL
My c011111-tission expires
1°orm SW401-Infiltration Basin I&M-Rev.2 Page 3 of 3

y;A coWusIzrlou yxi JOR C3'Ci 53' �910
"Ja of "amp COL"UO
OUTYOA CoVo

Permit 1Vo. _ D5/4
r r (to be provided by DWQj
`��' aQF wATe9q�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be tilled out, printed and submitted.
The Required Items Checklist (Part fit) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
PrelPost 1-yr, 24-hr peak Flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
,P-1286 Bachelor's Enlisted Quarters Rifle
'Carl Baker
1910-451-3312 f
!412512012 f
3
t
140,526.00 hz
53,429.00
fie
38.02
%
i 3,60
[in
[in
1 3.60
i 0.16
Iinlhr
0.07
I ft'ISeC
. 0.22
I ft3isec
0.15
ft/sec
na ft3
1
Iff3
. w _.--....-. ft3
2,108.00
I ft'
16,534.00
jft3
14426.00
ff3
14,453.00
ft3 OK
sand
0,73
tinlhr
43.50
;fmsl
2.04 µ days
3.00
i:1
45.50
fmsl
47,51
fmsl
8,187.00
ft2
48.00
fmsl
102.00 ft
97.00 ft
6,233.00 fiz
OK
OK
OK
ECE% n0-
JUN 19 2012
BY:_
0
Form SW401•Inriltralion Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 1 of 2

Permit No. !♦
.Y
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
? 1.23
ac-in
OK
Length of vegetative filter for overflow
50.00
ift
OK
Distance to structure
84,00
' ft
OK
Distance from surface waters
50,60
ft
OK
Distance from water supply well(s)
na
-ft
OK
Separation from impervious soil layer
3.00
7-7
ft
OK
Naturally occuring soil above shwt
; 3,00
ift
OK
Bottom covered with 4-in of clean sand?
l Y
(Y or N)
OK
Proposed drainage easement provided?
'na
:(Y or N)
OK
Capures all runoff at ultimate build -out?
; Y
j (Y or N)
OK
Bypass provided for larger storms?
Y
! (Y or N)
OK
Pretreatment device provided
foreba V
--r - --- ,- - -
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & li. Design Summary, Page 2 of 2

Permit No.
rf (to be provided by DINO)
111. REQUIRENTEMS 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.
CG1 . 17
1, Plans (1" 50' or larger) of the entire site showing:
C S 1. 0 6
Design at ultimate build -out,
CG1 . 07
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.
C G1 . 07 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.
CU5. 08 3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
- 3 _ 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C 0 . 0 2 6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
SEE 7. The supporting calculations.
SUPPLEMENT
ATTA.C.HED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N/R
9. A copy of the deed restrictions (if required).
JUN 19 2012
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(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 13MP 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 die
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 reznediate 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 time and a
one-time fertiliz2Lapplication.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-infiltration Basin O&M-Rev.3
cZZ-1E+'
JUN 192012
BY: Page l o f 3

rs
BMP element:
Potential problenr.
How 1 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 12roblems.
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.
E C E 0 V
JUN 192012
Form SW40I-infiltration Basin O&M-Rev.3 Page 2-of-3

i r•
Permit Number: 5a) f 0 0 O-3I1?
(to he 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 D WQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P1286 BACHELOR'S ENLISTED QUARTERS RIFLE RANGE
B1ilIP drainage area numher:3
Print name:Carl Baker
Title:Deput, Public Works Officer
Address: Building 1005 Michael Road. MCB Camp Lejeune,�NC. 28542
Phan
Sign,
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.
day of
a Notary Public for the State of
County of &llld , do hereby certify that J
personally appeared before me this -->-I
, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements.
ALICE A. BONNETfE
Notary Public
Onslow County
State of North Caro ina
M Cornmisalon Ex
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3
Witness my handandofficial seal,
11=9ER
JUN 19 2012
1�
Page 3 of 3

t
r�
r
L

Permit No. ✓W b
(10 be provided by DWO)
y�
INAM
( OF W ATER
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
O r
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name DINING FACILITY AT STONE BAY, MCB CAMP LEJEUNE
Contact Person Jeffrey J. Bass
Phone Number 757-961.7805
Date 2/712008
Drainage Area Number DRAINAGE AREAS 5
II. DESIGN INFORMATION
Site Characteristics
Drainage area
33,812.00 ftZ
Impervious area
16,553,00 ft2
Percent impervious
0,49
Design rainfall depth
3.6 in
Peak now Calculations
Is pretpost control of the 1-yr 24-hr peak Flow required?
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr. 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
Y (Y or N)
3.58 in
0.18 inlhr
0,027 ft3lsec
0.078 ft3lsec
0.1 ff3lsec
NIA to
NIA ft3 OK for non -SR waters
3.6
in
500
ft3
4944
to
4444
to
4,500
ft3
Sand
5.00
inlhr
48.13
fmsl
0.07
days OK
3
:1 OK
50.13
fmsl OK
51.40
fmsl
51.50
fmsl
112 ft
26 ft
2,946 ft2
RECEIVED
APR 2 9 2008
BY:
Form SW401-Infiltration Basin-Rev.1 Parts I. & II. Design Summary, Page 1 of 2

t �
�:

..Additional Information
Total runoff volume captured by basin
0.99
ac-in
OK
Length of vegetative filter for overflow
50
ft
OK
Distance to structure
33
ft
OK
Distance from surface waters
50
ft
OK
Distance from water supply well(s)
rda
ft
OK
Separation from impervious soil layer
2
ft
OK
Naturally occuring soil above shwt
1.67
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
nla
(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
Swale
Permit No.�
(to be provided by WQ)
Form SW401-Infiltration Basin-Rev.1 Parts I. & II. Design Summary, Page 2 of 2

d" .
Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
I ls Sheet No.
C6901
1�'a lcs.
/RES
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,
- Recorded drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
CC7/491 3. Section view of the infiltration basin (1" = 20' or larger) showing:
CCS�i - Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Cg ks 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 DWa, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
, f 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
e([07 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
�al�s 6. The supporting calculations.
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
N10. A copy of the deed restriction.
Form 5W401-Infiltration Basin-Rev.i Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit Number:-5w�D313
(to be provided by DWQ)
Drainage Area Number: 5
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation,and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe,
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW40 I -infiltration Basin O&M-Rev3
RECEIVED
APR 2 9 Zoo?
BY. -
Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate the problem:
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.
s ra ).
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 sed iment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW40 I -Infiltration Basin O&M-Rev.3 Page 2 of 3

Permit Number: S
(to be provided by DVVQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Prgject name: P-1184 MARSOC Dining Facility at Stone Bay
BMP drainage area nnanber:
Print name:Carl Baker
Title:Deputy Public Works Officer
Address:Bldg._1005 Michael Rd., Camp Lejeune _NC 28547-2521
Phon
Sig[l
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.
1, :4//lel AZ/ 17t� , a Notary Public for the State of
County of Of/1.) , do hereby certify that
personally appeared before me this
day of _z o2vv�. , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
d' , Z�e " - //� ;r-e�
AUCB A IONNIM
RmIiC
O
hats of North Corolla
#Ay CommlRlan Expkss Oct 23, 3010
SEAL
My commission expires L,2a
Form SW401-infiltration Basin O&M-Rev.3
Page 3 of 3

a
ri

t - .
Permit
(to be provided by DWQ)
tAF �04 wareR `
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM �
P -C
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name P-1286 Bachelors Enlisted Quarters Rifle Range and P-1349 Special Operations Training Complex (Site:
Contact Person David Towler
Phone Number 9)0.451.2213
Date 2/712014
Drainage Area Number fi
11.'DESIGN INFORMATION
Site Characteristics
Drainage area
304,904,00
fe
Impervious area
142,320.00
fe
Percent impervious
46.68
%
Design rainfall depth
3.67 _
_ in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.67
in
1-yr, 24-hr intensity
0.16
inihr
Pre -development 1-yr, 24-hr discharge
0.16
ft3lsec
Post -development 1-yr, 24-hr discharge
0.58
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
0.42
ft3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
na
if
Design volume provided
na
h3
Storage Volume: SA Waters
151 runoff volume
18027.00
it
Pre -development 1-yr, 24-hr runoff volume
4,574.00
ft3
Post -development 1-yr, 24-hr runoff volume
43,266.00
ft3
Minimum required volume
38692.00
ft3
Volume provided
40,854.00
it'
Soils Report Summary
Soil type
sand
Infiltration rate
10.30
inlhr
SHWT elevation
44.50
fms4
Basin Design Parameters
Drawdown time
0.11
days
Basin side slopes
3-00
:1
Basin bottom elevation
46,50
fmsl
Storage elevation
48.60
fmst
Storage Surface Area
21,286.00
ft2
Top elevation
49.00
fmsl
Basin Bottom Dimensions
Basin length
198.00
it
Basin width
98.00
it
Bottom Surface Area
17,671.00
J
OK for non -SA waters
LOU
OK
OK
OK
FEB f f 2014
BY:- f`."
Form SW401-Infiltration Basin-Rov.5 11Apr2011 Parts I. & ll. Design Summary, Page 1 of 2

w
Permit No.
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
2.00
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
495.00
f1
OK
Distance from surface waters
290.00
0
OK
Distance from water supply well(s)
na
fi
OK
Separation from impervious soil layer
6.00
ft
OK
Naturally occuring soil above Owl
3.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
na
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
foreba
FEB 1 1 2014
BY:
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II, Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Ili. 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.
CG1 . 17
1 • Plans (1" - 50' or larger) of the entire site showing:
CS 1 . 02
Design at ultimate build -out,
Off -site drainage (if applicable),
CG1. 03
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.
CG1 .03 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.
CU5 . 08 3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
p . 6 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Att ached5• A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soft
investigation request form. County soil maps are not an acceptable source of soils information.
CO . 02 6, A construction sequence that shows how the infitlration basin will be protected from sediment until the
See entire drainage area is stabilized.
7. The supporting calculations.
Supplement
Attached8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
previous Xco of the deed restrictions If required).
Ti/R f3Y (� q � )•
I Es
FEB 1 1 2014 t
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

�I Permit
(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 Iocation. 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.
E9V'E.
9 2012
1
Form SW401-Infiltration Basin O&M-Rev.3 JUN Page I of 3
' BV:

M
M
BMP element:
Potentialproblem:
Haw I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75 o
of the original design depth.
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.
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 Iocation 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-
o utlet.
733-1786.
SUN i 9 20i2
Form SW401-Infiltration Basin O&N1-Rev." Page 2 of 3

mD
Permit Number: ,w Fo 00 313
(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:P1286 BACHELOR'S ENLISTED QUARTERS RIFLE RANGE
13MP drainage area number:6
Print name
Titic:Deputy Public Works Officer
Address:Building 1005 Michael Road, MCB Camp Lejeune. NC. 28542
Phon
Sign,
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,A
Aw"', ,�Ilelw a Notary Public for the State of
A, County of �,�s/�J , do hereby certify that
—le
personally appeared before me this c-;)t
day of `16;41 and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal.
ALICE A. BONNME
Notary Public
Onslow County
State of North Caro in�ar6�
M Commission Ex ires
SEAL
My commission expires C5*�
Form SW401-infiltration Basin O&M-Rev.3
JUN 19 2OR
.BY'---Page-3-of'-3—

Yr Icy

Permit No. 5/if1�l/, �,
(to be provided by DWO}
} 2oF wA reRq�
AMA STORMWATER MANAGEMENT PERMIT APPLICATION FORM
-i
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 1l1) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
PrelPost 1-yr, 24-hr peak Flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
P-1286 Bachelor's Enlisted Quarters Rifle
,Cart Baker I
.910-451.3312
'4125t2012 j
;7
287,276.00 ift2
165,414, 00 I ft2
57,58 %
i 3.60 fir
3.60
!in
1 0.16
`inlhr
0,15
ft�lsec
I 0.59 -
ft�fsec
0.44
fi'Isec
�. na_ -
1f13
I na
;h3
4,309.00
rya
48,971,00
ry'
44662.00
rya
44,674.00
f13
r -
sand
10.30
inlhr
43.50
. fmsl
OK for non -SA waters
OK
0.13
days OK
3.00
:1 OK
45.50
fmsl OK
47.79
fmsl
21,788.00
ft2
48.00
fmsl
256.00 ft
67.00 ft
17,283.00 ft2
i
TEC;EIVE
J U N 19 2012
BY:
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts i. B H Design Summary, Page 1 of 2

Permit No.
(to be provided by DW4)
Additional Information
Maximum runoff to each inlet to the basin?
i� 2.00
;ac-in
OK
Length of vegetative filter for overflow
50.00
j ft
OK
Distance to structure
; 80.00'
; ft
OK
Distance from surface waters
- ' 287.00
( ft
OK
Distance from water supply weil(s)
na
i ft
OK
Separation from impervious soil layer
t ' 18.50
(ft
OK
Naturally occuring soil above shwt
1 3,00
1ft
OK
Bottom covered with 4-in of clean sand?
1 Y
((Y or N)
OK
Proposed drainage easement provided?
1 . ' ' na
1(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
1(Y or N)
OK
Bypass provided for larger storms?
J Y
1(Y or N)
OK
Pretreatment device provided
) forebay
— —T-- x
Form SW4o1-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

'C
Permit No.
(to be provided by DING)
NI. 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.
CG 1 . 17
1. Ptans (1" - W or larger) of the entire site showing:
C S 1. 04
- Design at ultimate build -out,
CGl . 05
- 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.
CG 1 . 05 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.
CU5 - 08 3. Section view of the infiltration basin 0" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
p . 6 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
ATTACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C 0 . 0 2 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
SEE 7. The supporting calculations.
SUPPLEMENT
ATm n ruE D 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Nif2
9. A copy of the deed restrictions (if required). fm I T_—'
lug � g �012
Forrn SW401-Infiltration Basin-Rev.4
Page 1 of 1 Part III Required Items Checklist, Page 1 of 1

Permit Number: 5S ) J'000 3/3
(to be provided by DWQ)
Drainage Area Number: I
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate 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.
ECEiV .
JUN 19 2012
Dorm SW401-infiltration Basin O&M-Rev.3 Page 1 of 3
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
s ra in .
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
Re air or re lace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-infiltration Basin O&M-Rev.3
EGF gV5
P,
of 3

Permit dumber: '%Q F O YO 3f 3
(to be provided by DWQ)
[ acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P1286 BACHELOR'S ENLISTED QUARTERS RIFLE RANGE
B11P drainage area number:7
Print name:Carl Baker
Title:Deputy Public Works Officer
Address: Building 1005 Michael Road. MCB Camp Lejeune. NC. 28542
Phor
Sign,
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ��f//'C /i ��/�/L-� _ _ a Notary Public for the State of
C County of 1. old _ do hereby certify that
4" personally appeared before me thisJ�
day of / and acknowledge the due execution of the
forgoing infiltration basin maintenance requiremeTts. Witness my hand and official seal,
ALICE A. BONNETTE
Notary Public
Onsfow County
M CommisosionpExh Zero i �a f
SEAL
My commission expires Og7
Form SW401-Infiltration Basin O&M-Rev.3
E C E 0 V "
JUN t S 2W
BY:
Page 3 of 3

• .i � V Y
� f • '1
n�
�'' _ ... '- i �1_ i d
. � � 1
}
rr

Permit Number:
(to be provided by DWO)
� o��p W A7FROG
Q� y r
NCDENR Q `
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section III) and the I&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name P1349 Special Operations Training Complex
Contact name David Towler
Phone number 910-451-3238
Date
Drainage area number
February 7, 2014
9 (Sand Filter 3)
II. DESIGN INFORMATION
Site Characteristics
Drainage area (AD)
131,167.00 it OK
Impervious area
79,902.00 it
% Impervious (IA)
60.9% %
Design rainfall depth (Ro)
3.67 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.67
in
1-yr, 24-hr intensity
0.15
inlhr
Pro -development i-yr, 24-hr runoff
0.76
ft3lsec
Post -development 1-yr, 24-hr runoff
4.35
ft3lsec
Pre/Post 1-yr, 24-hr peak control
3.59
ft3lsec
Storage Volume
Design volume (WQV)
22,063.00 it
Adjusted water quality volume (WQVAdi)
16,547.25 it OK
Volume contained in the sedimentation basin and on top of the sand filter
25,665.00 ft3
Top of sand filter/grate elevation
35.25 ft amsl
Weir elevation (between chambers)
35 it amsl
Maximum head on the sedimentation basin and sand filter (hMaxFiner)
2.50 it OK
Average head on the sedimentation basin and sand filter (hA)
1.25 it OK
Runoff Coefficient (Rv)
0.60 (unitless)
Type of Sand Filter
Open sand filter?
Y Y or N
SHWT elevation
28.00 it amsl
Bottom of the sand filter elevation
29,30 it amsl
Clearance (dsHwT)
1.30
Closed/pre-cast sand filter?
Y or N
SHWT elevation
it amsl
Bottom of the sand filter elevation
it amsl
Clearance (dsNwr)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
structure (dsp ..)
l FEB 11 2014
r
BY: —
Form SW401-Sand Filter-Rev.5 2009Sep117 Parts I and II. Project Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWO)
w
Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basinichamber depth
Sand Filter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet dischargelflowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
if draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamberlforebay (Wsed)?
What is the depth of sand over the outlet pipe (dpipe)?
1,618,00 fC vr\. relccw nurnnlulll, uuI play Irouu Iv VU Ilwlcaacu iv
2.50 it
7,407.00 it Vr\. IVI=Z) 111111111 IU I II, VUI IllEly II=J iV UC It I U I vatvu IV
,k ,.,. a.. I,, :r 04,..,..,,.
32.50 f1 amsl
29.30 it amsl
3.20 it
3.50 (Wday)
6.00 in
0.79 ft3lsec
14.70 hours OK. Submit drainage calculations.
0.61 days
Y YorN OK
Y YorN OK
Y YorN OK
50.00 ft
Y
Y or N
OK
Y
YorN
OK
Y
YorN
OK
Y
Y or N
OK
NA
Y or N
Insufficient ROW location.
36.00 ft
OK
7.64 ft
OK
FEB f 1 2014
6y:
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and II. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III.;,REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
CS002 1. Plans (1" 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable), and
Boundaries of drainage easement.
CG-112 2. Plan details (1" = 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the
chamber,
- Maintenance access,
- Flow splitting device,
- Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable), and
Boundaries of drainage easement.
C-522 3. Section view of the sand filter (1" = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
filter
Connection between the sedimentation chamber and the sand filter chamber and weir elevalion,
SHWT elevation,
Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
A applicable).
Attached 4. 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.
NL Attached 5. Supporting calculations (including drainage calculations)
-� Attached 6. Signed and notarized operation and maintenance (0&M) agreement
NIA 7. A copy of the deed restrictions (if required).
9V
FEB 1 1 2014 r i
H � I
6 r:_
Form SW401-Sand Filter-Rev.5 2009Sept17 Part III, Page 1 of 1

Permit Number: 5N YU ;Fc 3i3
(io 6e provided by DIFQ)
e Drainage Area dumber: 9 C5 3
Sand Filter 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 sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly 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;. '
Potential roblem
How l .will,:remediate the m roble:
Entire BMP
Trash/debris is resent.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possibie.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide time
and a one-time fertilizer application,
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for ie air.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
roblems. .
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying. ,
j
Form SW40I-Sand filter O&M-Rev.4 2009Septl7 Page 1 of 3 "

9
BMP element:
Potentiaf roblem:.: '°
How I will`,remediate:the r'obl'em
Filter bed and underdrain
Water is pondung on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. if water still
onds, then consult an expert.
Outlet device
Clogging lias occurred.
Clean out the outlet device. Dispose of the
sediment offsite:
The outlet device is damaged
Repair or re lace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet. _
401 Oversight Unit at 919-733-1786.
Form SW401-Sand Filter 0&M-Rev.4 2009Sept17 Page 2 of 3

Permit Number: 3(A)
(io be provided by DWQ)
1 acknowledge and agree by my signature below that i am responsible for the performance, of the
maintenance procedures listed above. 1 agree to notify DWQ of any-p-roblems with the system or prior
to any changes to the system or responsible party.
Project name: P1349 Special Operations Training- Complex
BiVIP drainage area number: 9 (Sand. Filter 3)
Print name: Neal Paul
Title: Deputv Public Works Officer
Address: 1005 Michael Road; Camp Lejeune, NC 28547
Phon,
Sign<
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. -
County of UV k-Z4 E' W , do hereby certify that
personally appeared before me this UCH day of
and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hard an tal seal,
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
My commission expires 1
Form SW40I-Sand Filter O&M-Rev.4 2009Septl7 Page 3 of 3

Permit
(to be provided by DWQ)
It of WA7 R0
NC®ENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the I&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name P1349 Special Operations Training Complex
Contact name David Towler
Phone number
Date
Drainage area number
910-451-3238
February 7, 2014
10 (Sand Filter 4)
II. DESIGN INFORMATION
Site Characteristics
Drainage area (Ao)
134,458.00 ft2 OK
impervious area
111,453.00 ft2
% Impervious (IA)
82.9% %
Design rainfall depth (Ro)
3.67 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.67
in
1-yr, 24-hr intensity
0.15
in(hr
Pre -development 1-yr, 24-hr runoff
0.78
f6sec
Post -development 1-yr, 24-hr runoff
5.86
ft3lsec
PrelPost 1-yr, 24-hr peak control
5.08
it/sec
Storage Volume
Design volume (WOV) 30,841.00 ft3
Adjusted water quality volume (WOVAdi) 23,130.75 ft3 OK
Volume contained in the sedimentation basin and on top of the sand filter 36,224.00 it
Top of sand filterigrate elevation 35,25 it amsl
Weir elevation (between chambers) 35 ft amsl
Maximum head on the sedimentation basin and sand filter (hµ.FfAer) 2.50 it OK
Average head on the sedimentation basin and sand filter (hA) 1,25 it OK
Runoff Coefficient (Rv) 0,80 (unitless)
Type of Sand Filter
Open sand filter? Y Y or N
SHWT elevation 32.50 it amsl
Bottom of the sand titter elevation 29.00 it amsl
Clearance (dsH,w,rr) -3.50
Closed/pre-cast sand filter? Y or N
SHWT elevation ft amsl
Bottom of the sand fitter elevation it amsl
Clearance (dsHWT)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground it
structure (dsmca)
r" VV
4
r
FEB 11 2014
0 r:
Form SW401-Sand Filter•Rev.5 2009Sept17 Parts I and II. Project Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWa)
Sedimentationtasin
Surface area of sedimentation basin (As)
Sedimentation basintchamber depth
Sand Filter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bedidrain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet dischargelflowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filler?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30it from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100it from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamberlforebay (Wsj?
What is the depth of sand over the outlet pipe (dpipe)?
2,323.00 it
Un' IVICCko 1111111111 U I I I, Uut I1IGy IICCU LU UC II IUICch7CU IV
2.50 it
9,532.00
ft2
VI\. IVICCIJ IIIIIIIIIIUIII, uul 1110y IICCu IV uC IIIVIOGOCU LU
32.50 it amsl
29,00 ft amsl
3.50 it
3.50 (ft/day)
6.00 in
0.77 f13lsec
20.20 hours
OK. Submit drainage calculations.
0.84 days
Y
Y or N
OK
Y
YorN
OK
Y
Y or N
OK
50.00 it
Y
YorN
OK
Y
YorN
OK
Y
Y or N
OK
Y
YorN
OK
N
Y or N
Insufficient ROW location.
23.00 it
OK
2.50 ft
OK
FEB i 1 2014
Form SW401-Sand Filter-Rev.5 2009SeptV Parts t and II. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
il. 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.
Initials Pagel Plan
Sheet No.
'11 1 CS002 1. Plans (1" 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
Off -site drainage (if applicable), and
A A , Boundaries of drainaqe easement,
CG- 2. Plan details (1" = 30' or larger) for the sand filter showing:
1121CG114 - System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
- Off -site drainage (if applicable), and
Boundaries of drainage easement.
C-523 3. Section view of the sand filter (1 ° = 20` or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
Depth of sand filter media,
Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
SHWT elevation,
Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
A�� Attached 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Attached 5. Supporting calculations (including drainage calculations)
Attached 6. Signed and notarized operation and maintenance (0&M) agreement
NIA 7. A copy of the deed restrictions (if required).
A FEB 1 1 2014
�I
f
bY:
Form SW401-Sand Filter-Rev.5 2009Sept17 Part III, Page 1 of 1

i�
'► Permit Number: 540 47G ?0 V
(Io be provided b,v D6Vg
Drainage Area Number:
Sand Filter 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 draina& area will be carefully managed to reduce the sediment load to the sand filter.
- The sedimentation chamber or forebav will be cleaned out whenever sediment -depth exceeds
six inches.
- Once a year, sand media will be skimmed.
- The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly 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:
Potential:: roblem: - i
How I will remediate the Oroblem:
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface-
possible.
Perimeter of sand filter'
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
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 long.
Maintain vegetation at an appropriate
height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damn e is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible., Remove
the sediment and stabilize or dispose of it
in.a location where it will -not cause
'impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such,
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the -plants
rather than spraying.
Form SW401-Sand Filter O&M-Rev.4 2009Sept17 Page 1 of 3 y

BMP element:
• Potential Mblem:
How I will einediate`the_. roblem:'
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm.
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an expert,
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet.
401 Oversight Unit at 919-733-1.786. ,
Form SW401-Sand Filter O&M-Rev.4 2009Sept17
Il .,
Page 2 of 3

y Permit Number: 5W 08U 3 3
f (to be provided by 1XVQ)
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: P1349 Special Operations Training Complex
BiLfP drainage area num' ber: 10 (Sand Filter 4)
Print name: Neal Paul
Title: Deputy Public Works Officer
Address: 1005 Michael Road, Camp Lejeune. NC 28547
Phone: [phone]---1
Signat
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I CAS Uw�VJ�IU( ►1 v a Notary Public for the State of
County of ��_ _ _, do hereby certify that
U1 personally appeared before me this � day of
and acknowled e the due execution of the forgoing sand filter.
maintenance requirements. Witness my hand ici seal,
KELLEY VANDECOEVERIN
NOTARY PUBLIC
ONSLOW COUNTY
i STATE OF NORTH CAROLINA.
SEAL
M commission expireC ys
Form SW40i-Sand Filter O&M-Rev-4 2009Sept17 Page 3 of 3

.
.
'
..,. � ' ,
-r
t�
,

• •'iF41
v� �-
r
�NCDENR 4
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.
Project name IP-1286 Bachelors Enlisted Quarters Rifle Range j
Contact name JCarl Baker
Phone number 1910-451-2213
Date !Aprii 25, 2012
Drainage area number 11, ' I
11 DSS16N[INFORMAT10N
The purpose of the LS-VFS ISW. Rule: Diffuse flow at the end of a swale discharging to SA waters
Stormwater enters LS-VFS from 1A BMP - . ' j
Type of VFS lEngineered filler strip (graded R sodded, slope < 8%)
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 inlhr storm
Time of concentration
Rainfall intensity, 10-yrstorm
Peak flow from the 10-yr storm
Desig n 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 flew 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 torebay at stormwater entry point
Depth of torebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
1 1 fe
Do not cornplele this section of the form.
Ift'
Do not complete this section of tie form.
%
Do not complete Ihis section of the form.
I
Do not complete this section of the form.
GIs
Do not complete this section of the form.
I min
Do not complete this section of the form.
I I irVhr
Do not complete this section of the form,
CIS Do not complete this section of the form.
{ cfs Do not complete this section of the form.
{' (Y or N) Do not complete this section of the form.
Infiltration
0 jcfs
I 0 Icfs
10 cfs
I 7.91 'cfs
N (YorN)
1 1
� I
.sq p
r
in
in
10 IYCIS
79 ft
80 ft
77
Ir
JUN 19 2012
Farm SW40 h - 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):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-yepr 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 atan angle?
Explanation of any "Other" responses above
�— ...._,_50._
it
47.00=
; fmsI
I 45.00
,fmsl
4.00
%
j N
I(Y or N) OK
f - N
j(Y or N)
(YorN)
i N (YorN)
W
IEf`� REQLEIRED;ITEMS'Cfi�CKL15Ti :;, .,„.' `��Vin
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 aI.uitimate build -cut,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
Hlgh flow bypass system,
Maintenance access, _
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
:,fir - qI
Initials
Page or plan sheet number and any notes:
Form SW401 - LS-VFS - 27Ju12011 - Rev.9 page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing:
C G 1 . 0 6
- Forebaf (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-oul.
3. Section view of the level spreader (1" = 20' or larger) showing:
CU 5 .08
- 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).
N / A '
5. A construction sequence that shows how the level spreader will be protected from
CO . 0 2.-
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
that no draws are present.
q
7. The supporting calculations.
'THIS'`REPORT
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
ATTACHED L
1ECEIVE
SUN 19 2012
BY:
Form SW401 - LS•VFS - 27M2011 - Rev.9 page 3 of 3

5w�0go313
A ►, 04 warFe
F _
�! NCDENR Y
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.
Project name P-1286 Bachelors Enlisted Quarters Rille Range
Contact name 'Carl Baker ]
Phone number 1910-451-2213 ]
Date rApril 25, 2012 ]
Drainage area number i3
tf!11RE.SIG.NjINF.QRMATJON
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 to BMP ]
Type of VFS ;Engineerod filter strip (graded & sodded, slope < 8%) ]
Explanation of any "Other' responses above t
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 inlhr 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 10 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 flaw 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 storm"ter entry point
Depth of Forebay at stormwater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
w ft2
Do not complete this section of the form.
ftZ
Do not complete this section of the form.
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the form.
min
Do not complete this section of the form.
infhr
Do not complete this section of the form.
cis
Do not complete this section of the form.
cfs
Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
Infiltration basin
0
cfs
0
cis
10
cis
'5 19
cis
n lT or
sq 1t
in
in
10
fticfs
52
ft
52
It
JUN 19 2012
BY:
Form SW401 - LS-VFS - 27M2011 - Rev.9 page 1 of 3

Width of VFS
Elevation at downsfope 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 spl'Ung device?
Dimensions of the channel (see diagram below):
M
B
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
50
ft
45.00
fmsl
43.00
fmsl
4.00
%
j N
(Y or N)
IN
1(Y or N)
N (Y or N)
N i(YorN)
' "ft
'fl
f ifl
ft
It
FfUsec
)Pick one:
w
'I (Y or N)
J(YorN)
OK
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),
Nigh flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
4•�i11' 'if'
Initials
Page or plan sheet number and any notes:
CG1.01
Form SW401 - LS-VFS - 27Ju12011 - Rev.9 page 2 of 3

2. Plan lfetails (1" = 39 or larger) for the level spreader showing:
.. „ Forebay`(if applicable),
',High flow bypass system,
One foot lopo 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 channei, 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
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
N/A
CU5.08
,FGF '7: )�
�t JUN 19 2u1z
Form SW401 - LS-VFS - 27Ju12011 - Rev.9 page 3 of 3

m

-ZL),foeo 313
ATA
CDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely fitted out, printed, initialed, and submitted,
IT[PFib'jECTiiNF;ORMATION
Project name ;P-1286 Bachelors Enlisted Quarters Rifle Range
Contact name !Carl Baker
Phone number (910-451.2213
Dale !April 25, 2012 t
Drainage area number 16 -
II$DESEG NjINF.'0RMATIO.N
The purpose of the LS-VFS ISW Rule:. Diffuse flow at the end of a swale discharging to SA waters j
Stormwater enters LS-VFS from FA SMP j
Type of VFS ',Engineered filter strip (graded & sodded, slope < 8%) l
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 inlhr storm
Time of concentration
Rainfall intensity, 10-yrstorm
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 tevet lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
1 Ife
Do not complete this section of the form
I I ft2
Do not complete this section of the form.
Do not complete this section of the form,
I j
Do not complete this sectiort of the form.
cfs
Do not complete this section of the form.
I ',min
Do not complete this section of the form.
C ' I irVhr
Do not complete this section of the form.
cfs Do not complete this section of the form.
j cis Do not complete this section of the form.
I I(Y or N) Do not complete this section of the form.
Infiltration basin
I 0 Icfs
I 0 1cfs
10 cfs
I 10 (cfs
I Y (YorN)
i
sq it
in
10 fvcfs
100 ft
100 ft
JU
N 19 2017
Form SW4e1 - L5-VFS - 27M2011 - Rev.9 page 1 of 3

ti
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 collectorswale 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):
M
.g
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
----------
11
50
W. eft
43.00
fmsl
40.00"
zfmsl
6.00
%
N
(Y or N)
N
j(YorN)
Y j(YorN)
i ,Y {(YorN)
OK
Please provide plan details of flow sputter & supporting caics.
j 6.00 ! ft
.. 4.00 ift
18,00 _ �ft
G 0.26' ;ft
1,00 jft
2.38 fVsec
Pick one: i
I N: j(YorN)
I. Y J(YorN)
Rip rap lined channel
f
W
♦',(dunhl- th--'10=yr torru)
------1
M
1 H �
4- Rbd-U EDT[TEMStHENl1IST �r tt ....': u„ t. 0 M
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 i0ial 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.
Initials Page or plan sheet number and any notes:
CG1... 01
Form SW401 - LS-VFS - 27Ju12011 - Rev page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing: CG1 . 03
't Forebay (if applicable),
High flog bypass system,
6ne foot lcpo 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' = 24' or larger) showing: C U 5 . 08
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Uownslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable). CU5 . 08
5. A construction sequence that shows how the level spreader will be protected from CO .02
sediment until the entire drainage area is stabilized.
6. If anon -engineered VF5 is being used, Then provide a photograph of the VFS showing N �A• ::, ''.
that no draws are present.
7. The supportingcalcutations. THIS REPORT
B. A copy of the signed and notarized operation and maintenance (O&M) agreement. ATTACHED
E5VEE
r
SUN 19 2012
Form SW401 - LS-VFS - 27Jul201 I - Rev.4 page 3 of 3

�o� AA
r�qARA
,MCDENR Y
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.
Project name (P-1286 Bachelor's Enlisted Quarters Rifle Range I
Contact name (Cad Baker
Phone number (910-451-2213 j
Date !April 25, 2012 j
Drainage area number j7 !
The purpose of the LS-VFS
Stormwater enters LS-VFS from
Type of VFS
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 inlhr 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 "Othet' 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 daring 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
Fofebay surface area
Depth of forebay at slormwater entry point
Depth of forebay at slormwater exit point
Feet of levei lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
i tft�
Do not complete this section of the form
I Ift2
Do not complete this section of the form.
%
Do not complete this section of the form.
I I
Do not complete this section of the form.
cfs
Do not complete this section of the form.
I j min
Do not complete this section of the form.
! inlhr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
lcfs
Do not complete this section of the form.
(Y or N)
Do not complete this section of the farm.
Infiltration basin - . - .... . --I
0 lcfs
i 0 cfs
10 cis
I 9.49 cis
n (Y or N)
sq ft
in 72, 1�::7
1 in
s��tr
10
95 ft�cfs JUN 19 2012
95 ft
a
Form SW401 - LS-VF5 - 27Ju12011 - Rev.9 page 1 of 3

NOW!! 11FUM
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):
M
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 materfal
Does the bypass discharge through a wetland?'
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
so _', h
48.00 ; fmsl
44.00 J fmsl
8.00 %
N ( (Y or N) OK
N i(YorN)
A. N (Y or N)
E N (YorN)
W
i
i
i
y
r
,y(dudir the 1'0 yrMorin) .
----- --- `'- - - - - - - - - - 4 1
tit M
l � l
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. Ptans (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,
Mainlenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
1
Initials Page or plan sheet number and any notes:
cG1:01
' I
:1
Form SW401 - LS-VFS - 27M2011 - Rev-9 page 2 of 3

2. Plan details (1" = 30' or larger) for the level spreader showing:
CG 1 . 05
- Forebay (if applicable),
ti High flow bypass system,
One fodt topo lines between the level lip and tap of stream bank,
l!! Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
C U 5 " 08
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
j
4. Plan details of the flow splitting device and supporting calculations (if applicable).
N / A
i
5. A construction sequence that shows how the level spreader will be protected from
CU 5 . 08
sediment until the entire drainage area is stabilized.
t
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
N / A
that no draws are present.
I
7. The supporting calculations.
THIS REPORT
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
ATTACHED
JUN 19 2012
BY. -
Form SW401 - LS-VFS - 27M2011 - Rev.9 page 3 of 3

It
Perm it Number: _<jv1V19 GG 0 3 r 3 `-! d
(to be provided by DWQ) ry
Drainage Area Number: !
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
Once a year, the soil will be aerated if necessary.
Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the roblem:
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.
JUN 19 2012 ,
BY:
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev-3 Page 1 of 3

BMP element:
Potential roblem:
How I will remediafe theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sed iment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter'strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime anti a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
JUN 192012
BY:
Page 2 of 3

s'
Permit Number: ScIJ 0 woO 31
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:P1286 BACHELOR'S ENLISTED QUARTERS RIFLE RANGE
BNfP drainage area number:
Print name:Carl Baker
Title:Deputy Public Works Officer
Address: BuiIding 1005 Michael Road. MCB Camp Lejeune, NC, 28542
Phon
Sign,
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.
a Notary Public for the State of
G , County of r�fc/ ;,1 , do hereby certify that
;C/ f personally appeared before me this c
day of /y , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
LALICE A. BONNETTE
Notary Public
Onslow County
State of North Carolina
Commission Ex ire ' 3, -
SEAL
My commission expires
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
~: JUN 19 2012
BY:
Page 3 of 3

� - 'w �
a � " `� �
�F
r
� 1,•i
f� i

D`'O� W a rFR�G
AS'MAIR
y
WDENR p
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)t
I. PROJECT INFORMATION
Project name Dining faailty at Stone Bay, MCB Camp Lejeune
Contact name Jeffrey J. Bass
Phone number 757-961-7805
Date April 21 2008
Drainage area number 2 51?IL1.1001
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP Infiltration Basin
Drawdown flow from the BMP 0.82 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 infhT storm
Time of concentration
Rainfall intensity, 1 0-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 in/hr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Do not complete this sectbri of the worksheet
50,530.00
fe
Do not complete this section of the worksheet.
23,705.00
ft'
Do not complete this section of the worksheet.
46.91
%
Do not complete this section of the worksheet.
0,55
Do not complete this section of the worksheet.
0.64
cfs
Do not complete this section of the worksheet.
30.00
min
3.5 Iniflr
2.23 cfs
N (Y or N)
N (Y or N)
Y (YorN)
Y (Y or N)
ft
50.00 ft
Do not complete this section of the worksheel.
Do not complete this section of the worksheet.
Please complete filter strip characterization below,
Please complete filter strip characterization below.
49.00
fmsl
46.00
fmsl
6.00
% OK
N
(Y or N) OK
NA sq It No forebay Is needed.
13 ft/cfs
N
(Y or N)
N
(Y of N)
Y
(YorN)
2.23
cfs
Y
(Y or N) OK
RECEIVED
APR 2 9 2009
BY:
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and It. Design Summary, page 1 of 2

5W�MO3 i3
Length of the level lip
Are level spt eaders 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 1C-yr storm
Channel lining material
30.00 ft level spreader length OK.
(Y or N)
(Y or N)
(Y or N)
ft
ft
ft
ft
cfs
W
n
E
y
M
M
i
B
i
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

IIIF'rl?E(�UIRED;ITiMS�CHECKLIST��f� �"���'� �-�""--"r���- ,•�"�;��^%---.��.��;.�.����
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
In' iaIts SAW No.
C7101
1. Plans (1" - 50' or larger) of the entire site showing:
VY
Design at ultimate build -out,
ColIcs
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.
IDS 2. Plan details (1" = 30' or larger) for the level spreader showing:
Pp.3 „, - Forebay (if applicable),
CAW 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.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (O&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1

of W °' TEq
ASIA
y
NCDENR p Y
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 Dining facility at Stone Bay, MCB Camp Lejeune
Contact name Jeffrey J. Bass
Phone number 757-961-7805
Date April 21, 2008
Drainage area number 2(BYPASS)
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP Infiltration Basin
Drawdown flow from the BMP 0.82 cfs^
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
50,530.00
fe
Do not complete this section of the worksheet
Impervious surface area
23,705.00
fe
Do riot complete this section of the worksheet.
Percent impervious
46.91
%
Do not complete this section of the worksheet.
Rational C coefficient
0.55
Do not complete this section of the worksheet.
Peak flow from the 1 inlhr storm
0.64
cfs
Do not complete this section of the worksheet.
Timeofconcentration
30.00
min
Rainfall intensity, 10-yr storm
3.5 Inihr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
2.23
cts
Do not complete this section of the worksheet
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell?
N (Y or N)
To a mulched bioretention cell?
N (Y or N)
To a wetland?
N (Y or N)
To a filter strip or riparian bull l?
Y (Y or N) Please complete filter strip characterization below,
Other (specify)
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
49.00
fmsl
Elevation at top of bank of the receiving water
46.00
fmsl
Slope (from level lip to to top of bank)
6,00
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
NA
sq ft
No forebay is needed. AFUEO C ELVED
Feet of level lip needed per cis
13
fUefs
Answer 'Y' to one of the following:
APR 2 9 2008
Length based on the 1 inlhr storm?
NA
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
BY:
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
2.23
cfs
Is a bypass device provided?
Y
(Y or N)
A bypass device is not needed.
Form SW401-Level Spreader, Filler Strip, Restored Riparian Huffer-Rev.5 Parts I, and II. Design Summary, page 1 of 2

�f�t t'..�� o-r� � ,,1 t.�r f1
!., ✓ _f ;
3
;t,U., r; �� 7i �'�.

Length of the level lip
30.00 ft
Are level spreaders in series?
N (Y or N)
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
(Y or N)
Does the channel enter the stream at an angle?
(Y or N)
Dimensions of the channel (see diagram below):
M
ft
B
ft
w
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
w
I•-----
M
Level spreader length OK.
6\43�DW313
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

5Vf3W_03[3
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
Ig'tials
Sheet No.
ln/
1. Plans (1" - 50' or larger) of the entire site showing:
P4,3#16
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.
CG,v�
2. Plan details (1" = 30' or larger) for the level spreader showing:
T)A ,,�
r7
Forebay (if applicable),
�4S
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.
Crri�Oi
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 the filter the type is
.��
-stamped photograph of strip that clearly shows of vegetation that present.
C' �Z
5. A construction sequence that shoves how the level spreader will be protected from sediment until the entire
drainage area is stabilized,
%a�CS
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
tl
8. A the deed
copy of restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev,5 Part III, page 1 of 1

S�t�J�3i3
Iow'ples at the upper right hand corner indicate design comments
,ae complete the yellow shaded items.
1 AF w,'Fq a
o
o <
NtDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This farm 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
Dining facility at Stone Bay, MCB Camp Lejeurie
Contact name
Jeffrey J. Bass
Phone number
757.961-7805
Date
April21,2008
Drainage area number
5
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Infiltration Basin
Drawdown flow from the BMP
0.17 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
33,812.00
fe
Do not complete this section of the wofthest.
Impervious surface area
16,553.00
fe
Do not complete this section of the worksheet.
Percent impervious
48.96
%
Do not complete this section of the worksheet.
Rational C coefficient
0,57
Do not complete this section of the worksheet.
Peak flow from the 1 inthr storm
0.44
cfs
Do not complete this section of the worksheet.
Time of concentration
15.00
min
Rainfall intensity, 10-yr storm
a Whir
Do not complete this section of the worksheel.
Peak flow from the 11 storm
2.21
Cfs
Do not complete this section of the worksheel.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cet)? N (Y or N)
To a wetland? Y (Y or N) Please complete filter strip characterization below.
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
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
It
Elevation at downslope base of level lip
L51.10 .
fmsl
Elevation at top of bank of the receiving water
50.20
fmsl
Slope (from level lip to to top of bank)
1,80
9b OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
NA
sq ft No forebay is needed.
RECEIVED
Feet of level lip needed per cfs
13
ft/cfs
Answer "Y' to one of the following:
cf
APR 2 9 2008
Length based on the 1 inlhr storm?
N
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
BY.
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
2.21
cfs
Farm SW401-Level Spreader, Filter Strip, Restored Riparian Bufier-RevS Parts I. and 11. Design Summary, page 1 of 2

`� VD, � 011l3
13 a bypa s device provided?
ength 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
8
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
N (Y or N) A bypass device is not needed.
29.00 ft Level spreader length OK.
(Y or N)
(Y or N)
Do not complete this section of the worksheel.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
tt
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.
x ft
Do not complete this section of the worksheet.
cfs Do not complete this section of the worksheet
Do not complete [his section of the worksheet
W •
••-•-- ----•
Y
t
- ------------+
M
M
i
B
i
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I, and 11. Design Summary, page 2 of 2

5�s n3o313
,l. 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.
Paget Plan
Initials
Sheet No.
C6210/
1. Plans (1" - 50' or larger) of the entire site showing:
DA.3r�
- Design at ultimate build -out,
Calcs
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.
/
(1491
ANN
2. Plan details (1" = 30' or larger) for the level spreader showing:
P4-3 1
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
a,
fli
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
V
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.
OVZ
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
L
7. A copy of the signed and notarized operation and maintenance (O&M) agreement.
N I�
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part Of, page 1 of 1

Perluit.NuluUer:�(Yyo 313
�*- (io bL, pi-orided by UIP(J)
.i Drainage Area Number: 2.
Filter Strip, Restored Riparian Buffer and Level Spreader �,2$
Inspection and Maintenance Agreement
I will keep a maintenance record on this 1 NIP. This maintenance record will be kept in a
log ilea known set location. Any deficient BN4P elements noted in the inspection will be
corrected, repaired or replaced ilrunecliately. These deficiencies can affect the integrity
of strUCtUI'eS, safety of the: public, and the removal efficiency of the MIR
Important maintenance procedures::.- Inlinediately after the filter strip is established, any newly planted vegetation
,Till be watered twice weekly if heeded 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 tinges a year, grass filter strips will be Inowed'and the clippings
harvested to promote the growth of thick vegetation with optimum pollutwit
removal efficiency. Turf grass. sliould not be cut shorter than 3 to 5 inches and
may bo allowed to grown 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 pFl will be tested and line 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 Coasts! County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed its followTs. Any problems that are found shall
be repaired immediately.
BMP element:
Potential roblenn:
How I will reinediate the roblem:
The entire filter strip
Trash/debris is present.
Remove the trash/clebris.
S stein
The flow sputter device
The flow splitter device -is
Unclog the conveyance and dispose
(if applicable)
clogged._
of an sediment off -site.
The flow sputter Lievlce is
Make ally iiecessary.repairs of
'damaged.
replace if damage is too Dirge for
re air.
RECEIVED
APR 2 9 200.
BY:
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian BLOCr I&M-Rev.2 Page .l of 3

6

BMP element:
Potential problem:
How I will remediate the roblcnl:
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
othenvise 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, anti
shows storm.water has
then plant a ground coves' and
bypassed it.
water until it is established: Provide
lisle and a one. -time fertilizer.
application..
Trees or shrubs have. begull
Remove them.
to grow on the Swale or just
downslo pe of the level lip:
The bypass channel
Areas of bare soil and/or
Rogradeithe 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
tile erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and Water uiatil it is
established. Provide lisle and a
one-time fertilizer application.
Sediment is building IiP 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
fee-tilizer as needed:
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
'e,tc. Remedy the problem and
replace plants. Provide a one -dine.
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking oiit desirable species.
possible. If pesticide is used, do not
Allow it to get into the receiving
Water.
The receiving water
lrosion 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 I&M-rev.2 Page 2 of 3

I'lermit Number: S Utz aP_kc-) 3 / 3
(it). be hrovidud b)r D1110)
acknowledge and agree.by Illy signature below that I am responsible fol'the
performance of the maintenance procedures. listed above. [ agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Pmjecl lay nye: Stone Bay — Dining Facility P IlSq
BillP drainage area rni. mbei- i .2, V1, 5
Pl'i nt hale: CAR,_ 131K r
Title: PEpViY i tllii.lt WoQKS fir r-IGt:R
Address: 1005 M ,c14aAL A?a "t-A-P [.JeIJIJ6 lJ +r z8! 'I L
Phone: 91()_ ` Yl - 2 z 1
Note: The legally responsiblc patty should not be a homeowners association tmless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
i., —Al (f? f, all n ate-, , a Notary Public for the State of
t• NiJOICL , Coutlty Of s`Utt} dohereby certify that
personally appeared before me this
day of fit!��x �, and acknowledge the clue execution ofthe
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.,
Witness my hand and official seal,
MICE A iONtEM
tolwy Pubfic
Otatow County
Eloto of Worth Canoiina
My Commtuton Exo1m Oct 23. 20110
SEAL
MY Commission expires
Form SWU40I-Level Spreader, Filler Strip, Restored Riparian Buffer I&M-ltev,2 Rage 3 of 3

vax coalwl"sou imbilok Ors 32, soia
23040 ai 4MW CGIOUL110
MOWtR bAPIJC
1�iCF V 80��1�11�
,

� �F WATfq
tI y r
NCDENR.., fl
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 P1349 Special Ooperations Training Complex (Site 21
Contact name David Tower
Phone number 910-451.3238
Date January 14. 2014
Drainage area number 9 (I.S 105)
II. DESIGN INFORMATION
The purpose of the LS-VFS Other: Explained below
Stormwater enters t_S-VFS from A BMP
Type of VFS Engineered filter strip (graded R sodded, slope < 8%)
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 inlhr 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 iFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
Discharge from sand filter underdrain system
Pick one:
it,
Do not complete this section of the form.
fe
Do not complete this section of the form.
%
Do not complete this section of the form.
Do not complete this section of the form.
cis
Do not complete this section of the form.
min
Do not complete this section of the form.
inlhr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
cis Do not complete this section of the form.
(Y or N) Do not complete this section of the form.
Other: Explained below
0.62 cis
na cis
10 cis
0.62 cis
N (Y or N) A bypass system is required for the excess flow.
Sand filter underdain flow only. No bypass on the outfall but there is a bypass on the BMP
ME
CEIV,__
JAN 17 2A
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

�� J
��
�;f

LS-VFS Design
Forebay surface area
Depth of forebay at.,5tormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
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):
M
B
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 weBand?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
NA
sq it
No forebay is required.
12
in
12
in
Depth is appropriate.
10
tvcfs
6
it
Ten feet is the minimum level spreader length.
10
it
50
it
28.00
fmsl
24.30
imsl
7.40
N
(Y or N)
OK
Y
(Y or N)
N
(Y or N)
N
(Y or N)
3.00
it
2.00
it
8.00
it
na
1t
na
it
na
fvsec
Grass
N
(Y or N)
Y
(Y or N)
overflow from sand filter
ll'
l 13
Form SW 401 - LS-VFS - 29June2012 - Rev. 10 page 2 of 3

Jill, 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 regdest 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.
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. 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
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarizod operation and maintenance (OEM) agreement.
Page or plan sheet number and any notes:
112
NIA
Attached
Farm SW401 - L&VFS - 29June2012 - 13ev.10 page 3 of 3

,yq�= q 0�
�.a., > ti
KCDENR p T
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
P1349 Special Operations Training Complex
Contact name
David Towler
Phone number
910-451-3238
Date
January 14, 2014
Drainage area number
9 {LS 102)
II. DESIGN INFORMATION
The purpose of the LS-VFS
Other: Explained below
Stormwater enters LS-VFS from
The drainage area
Type of VFS
Engineered filter strip (graded & sodded, slope < 8%)
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
Bypassed flow from sand filler.
131,167 ft,
79,902 fe
60,92 %
0,70
2.11
cis
19.50
min Please provide Calculations for ic.
5.4
inmr
11.38
cis
Other: Explained below
5.32
cis
Y
(Y or N)
Bypassed flow from Sand Filter
Do not complete this section of the form.
Pick one:
cis
cis Do not complete this section of the form.
10 cis
cis Do not complete this section of the form.
(Y or N)
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LS-VFS Design
Forebay surface area
Dept, at foreb } at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level !ip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level tip
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):
M
B
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
115
sq ft Forebay is undersized.
34
in
12
in Depth is appropriate.
10
fvcfs
53
h
100
ft
50
ft
34.05
tmsl
33.50
fmsl
1.10
%
N
(Y or N) OK
Y
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow splitter & supporting talcs
3.00 ft
2.00 ft
8.00 ft
NIA ft
NIA ft
0.88 fvsec
Grass
N (Y or N)
Y (Y or N)
Bypassed flow from sand filter only
Form SW401 - LS-VFS - 29J0ne?012 - Fiev.10 page 2 of 3

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 (V - 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.
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
Oownslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows haw the level spreader will be protected from
sedimenl until 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 ca{culations.
B. A copy of the signed and notarized operation and maintenance (O&M) agreement.
Initials Page or plan sheet number and any notes:
(� •ICG-005
CG-112
Form SW401 - LS-VFS - 29June2012 • Rev,10 page 3 of 3

AT*'9Av-,,
NODENR
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.
o"'o� wArFgQG
o <
f. PROJECT INFORMATION
Project name
P1349 Special Ooperations Training Complex (Site 2)
Contact name
David Towler
Phone number
910-451-3238
Date
January 14, 2014
Drainage area number
10 (LS 128)
11. DESIGN INFORMATION
The purpose of the LS-VFS
Other: Explained below
Stormwater enters LS-VFS from
A BMP
Type of VFS
Engineered filter strip (graded & sodded, slope < 8%)
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 irubr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flaw directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
It 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
Discharge from sand filter underdrain system
rick one:
it,
Do not complete this section of the form.
f?
Do not complete this section of the form.
%
Do not complete this section of the form.
Do not complete this section of the form.
cis
Do not complete this section of the form.
min
Do not complete this section of the form.
inlhr
Do not complete this section of the form.
cis
Do not complete this section of the form.
cis Do not complete this section of the form.
(Y or N) Do not complete this section of the form.
Other: Explained below
0.9 cfs
na cis
10 cis
0.9 cis
N (Y or N) A bypass system is required for the excess flow.
Sand filter underdain flow only. No bypass on the outfall but there is a bypass on the BMP
ECEIVE
BY:
Form Sw401 - l.S-VFS - 29June2012 - Rev. 10 page 1 of 3

�i

LS-VFS Design
Forebay surface aina
Depth offforebay at stormwater entry point
Depth of forebay at stofmwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downsiope 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);
M
B
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
NA
sq ft
No forebay is required.
12
in
12
in
Depth is appropriate.
10
tvcfs
9
ft
Ten feet is the minimum level spreader length.
10
If
ft
_so
27.00
fmsl
26.50
fmsl
1.00
%
N
(Y or N)
OK
Y
(Y or N)
N (Y or N)
N (Y or N)
2.00 fS
8.00 ft
na It
na ft
na fVsec
Grass
N (Y or N)
Y (Y or N)
overflow from sand filter
tt'
�4
B
Form SW 401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT Pease 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,
Ott -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.
2. Plan details (1 " = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot iopo 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
Dawnslope 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
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
PON
Page or plan sheet number and any notes:
CS-002
14
C-506
NIA
C•501
(Attached
Form 5W 401 - LS-V FS - 29JUne2012 - Rev.10 page 3 of 3

r
oti WArF9
AS'A t Ory
� r
HCDEHR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely r11W out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name P1349 Special Operations Training Complex
Contact name David Towler
Phone number 910-451-3238
Date January 14, 2014
Drainage area number 10 (LS 124)
II. DESIGN INFORMATION
The purpose of the LS-VFS Other: Explained below
Stormwater enters LS-VFS from The drainage area
Type of VFS Engineered filter strip (graded & sodded, slope < 8%)
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 Whr storm
Time of concentration
Rainfall intensify, 10-yr stone
Peak flaw 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 IBMP
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
Bypassed flow from sand filter
48,346 fe
47,126 fig
97.48
0.94
1.04 cis
8.00 min Please provide calculatvorts for tc.
8 Mr
8,35 cis
Other: Explained below
4.43 cis
Y (Y or N)
Flow bypassed from 1-yr, 24-hour storm from sand filter
Do not complete this section of the form.
Pick one:
cis
cis Do not complete this section of the form.
10 cis
cis Do not complete this section of the form.
(Y or N)
Form SW 401 - LS-VFS - 29June2012 - Rev. 10 page 1 of 3

LS-VFS Design
Forebay surface area '
Depth of torebaq at stormwater entry paint
Depth of Forebay at stormwater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level ilp
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 swafe at the end of the VFS?
Bypass System Design (ii applicable)
Is a bypass system provided?
Is there an engineered flaw splitting device?
Dimensions of the channel (see diagram below):
M
B
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
115
sq f1 Forebay is adequately sized.
34
in
12
in Depth is appropriate.
10
fvcfs
44
it
90
it
50
it
34.05
fmsl
32.00
fmsl
4.10
%
N
(Y or N) OK
Y
(Y or N)
Y (Y or N)
Y (Y or N) Please provide plan details of flow splitter & supporting talcs.
2.00 it
N/A ft
NIA ft
0.74 fVsec
Grass
N (Y or N)
Y (Y or N)
y Y.
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT Please irdicate 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. It 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 tho entire site showing:
- Design at ultimate build -cut,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (it applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1' = Nor larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo tines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Sectian view of the level spreader (1' = 20' or larger) showing:
- Underdra'in system (if applicable),
Level lip,
Upslope channel, and
Down slope 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
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (00) agreement.
I it' als Page or plan sheet number and any notes:
ICS-002
14
CG-506
Form SW401 - I-S-VFS - 29June2012 - Rev. 1a page 3 of 3

` r .
F
Nit ENR
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
P1349 Special Operations Training Complex
Contact name
David Towler
Phone number
910-451-3238
Date
January 14, 2014
Drainage area number
10 (LS 112)
II. DESIGN INFORMATION
The purpose of the LS-VFS Other: Explained below
Stormwater enters LS-VFS from The drainage area
Type of VFS Engineered filter strip (graded & sodded, slope < B°/)
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 inlhr 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 SMP 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
Bypassed flow from sand filter
66,314
it
64,027
it'
96,55
%
0.93
1.42
cis
12.00
min Please provide calculations for tc.
67
inlhr
9.49
cis
Other: Explained below
5.5
cis
Y
(Y or N)
Flow bypassed from 1-yr, 24-hour storm from sand filter
Do not complete this section of the form.
Pick one:
cis
cfs Do not complete this section of the form.
10 cis
cis Do not complete this section of the form.
iY or N)
Form SW401 - LS-VFS - 29June2012 - Rev. IQ page 1 of 3

LS-VFS Design
Forebay surfarie area
Depth of forebay at stormwater entry point
s
Depth of forebay at stormwater exit point
Feet of level lip needed per cis
Computed minimum length of the level lip needed
Length of level lip provided
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):
M
B
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
115
sq it Forebay is undersized.
34
in
12
in Depth is appropriate.
10
fvcfs
55
it
100
it
50
it
40.30
fmsl
40.00
imsl
0.60
%
N
(Y or N) OK
Y
(Y or N)
Y (Y or N)
Y (Y or Np Please provide plan details of flow splitter & supporting calcs.
3.00
ft
2.00
it
8.00
it
NIA
it
NIA
it
0.92
it/sec
Grass
NIA (Y or N)
Y (Y or N)
h
♦ � 4
Form SW401 - LS-VFS - Mune2012 - Rev.10
page 2 of 3

Ill. 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. lnitial 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.
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 (it applicable),
Level fp,
Upslepe channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
S. 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
that no draws are present.
7. the supporting calculations.
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
�Initi Is Page or plan sheet number and any notes:
JCS•002
114
C•501
Attached
Form SW401 - LS-VFS - 29,1une2012 - Rev.10 page 3 of 3

Permit Number:' '
(to be provrclecl by DWQ)
�! Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set Iocation. 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
(Com.monly six weeks).
— Once a vear, 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 the roblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device-
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU40i-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page I -of 3 ' `

a;3�
rf
BMP element:
Potential pr -oblem:
How I will remediate the roblern:
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
a i2lication.
Trees or shrubs have begun
Remove them.
to grow on the Swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable). ,
a proximate! -three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to,
erosive gullies have formed.
-remove the gully,, -and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if .
necessary. Provide lime and'a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application,
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact,the NC Division of Water
damage have occurred at the
Quality local Regional -Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided b1v DPVQ)
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 1349 Special Operations Training Complex
BMP drainage area number: 10 (LS 1 12) 10 (LS t 1_4 Z- 5 1 n Z�
Print name: Neal Paul
Titic: Deputy Public Works Officer
Address:1005 Michael Road. Camp Leieune. NC 28547
Phone
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I
County of
day of S�
a Notary Public for the State of
do hereby certify that
personally appeared before me this
and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or lev71 sprea uirements.
Witness my hand and official seal,
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
SEAL
M commission ex Tres
AVMA
y p
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

. ..
01

'
Permit Number:
(to be provided by Dli1Q)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
1 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.
lmportant 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
sedirilent 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 p.H 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 the problem:
The entire fitter 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.
rr:•.
E C'� '
JAN 17 2014
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 o1"3

4w 1

BMP element:
Potential roblem:
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
a plicatiom
Trees or shrubs have begun
Remove them,
to grow on the swap or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long.
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed,
remove the gully, and then plant a
ground cover and water until it is
established._ Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabihze the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality Local Regional Office, or the
outlet.,
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Suffer O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided by UWg)
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 1349 Special Operations Training Complex' _
B3VfP drainage circa number: 9 (LS 105)E and -10 (L$ 128)
Print name: Neal Paul
Title:_Deputy Public Works Officer
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.
1, 1 JV�I� a Notary Public for the State of
County of Y t , do hereby certify that
personally appeared before me this
day of __ , _�,_`, and acknowledge the due execution of the .
forgoing filter strip, riparian buffer, and/o le 0
intenance requirements.
Witness my hand and official seal,
KELLEY VANDECOEVERING
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA.
S1✓AL
My commission expiresA
Form SWU40 i-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

' y .._. . � _. _... .? F ..
. _ ,tom ,_L .. 1 � �i��
�� h _ s �,

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
September 29, 2020
NORTH CAROLINA
Environmental Quality
Commanding Officer MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
Subject: State Stormwater Management Permit No. SW8 080313 Mod.
P-1184 Dining Facility / P-1286 Rifle Range BEQ 1
P-1349 Special Ops Training Complex
High Density infiltration Basin / Sand Filter Project
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 080313 has been
renewed on September 29, 2020, and shall be effective until December 30, 2029. For your records, please find
enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit
on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations
under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state stormwater permit. The plans originally approved on April 29, 2008, and
most recently on February 26, 2014, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by Filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OAK within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a fling fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents -
DES/dan:111Storm-vvaterlPermits & Projects120081080313 HM2020 09 permit 080313
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
E Q Wilmington Regional Office k t27 Cardinal Drive Extension I Wilmington. North Carolina 28405
Nor+sH cnsaa�w �
910.796.7215

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
TATE 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
Commanding Officer, MCB Camp Lejeune
P-1184 Stone Bay Dining Hall / P-1286 BEQ Rifle Range /P-1349 Special Ops Training Complex
Rifle Range Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of six (6) infiltration basins and two (2) sand
filters in compliance with the provisions of Session Law 2008-211 and 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 December 30, 2029. The
permittee and the project shall be subject to the following specified conditions and
limitations:
■1DI*1 Ltlil&3ri1:I1711091.9
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 1.7 and 1.8 of this permit. The eight stormwater
controls labeled DA1, DA2, DA3, DA5, DA6, DA7, DA9 and DA-10 have been
designed to handle the runoff from a total of 99,550 ft2; 23,705 ft2; 53,429 ft2;
16,553 ft2; 142,320 ftz; 165,414 ft2; 79,902 ft2; and 111,453 ft2; of impervious
area, respectively.
3. The overflow from each infiltration basin and sand filter covered by this permit
must be directed to a 50-foot level spreader and vegetated filter strip. The
underdrain discharge from SF #3 in DA 9 and SF #4 in DA 10 is directed into a
level spreader and 50' vegetated filter strip, designed per Section .1008 (0 of the
stormwater rules to achieve effective infiltration of the underdrain runoff.

State Stormwater Management Systems
Permit No. SW8 080313 Mod.
4. The runoff from all built -upon area within each permitted drainage area of this
project must be directed into the appropriate permitted stormwater control
system.
5. Each infiltration basin and sand filter will be limited to the treatment of that
amount of built -upon area indicated in Sections 1.2, 1.7 and 1.8 of this permit, and
as shown on the approved plans. The built -upon area for future development is
limited to 3,160 square feet within DA 5.
6. Projects covered by this permit will maintain a minimum 50-foot-wide vegetated
buffer adjacent surface waters, measured horizontally from and perpendicular to
the normal pool of impounded structures, the top of bank of each side of streams
and rivers, and the mean high water line of tidal waters.
7. The following design criteria have been permitted for the infiltration basins and
must be provided and maintained at design condition.
Design Criteria
DA 1
DA 2
DA 3
DA 5
DA 6
DA 7
a. Drainage Area: acres
3.44
1.16
3.23
0.78
7.00
6.59
-Onsite, ft2
149,975
50,530
140,526
33,812
303,837
287,276
-Offsite, ft2
0
0
0
0
1,067
0
b. Total Impervious Surfaces, ft2
99,550
23,705
53,429
16,553
142,320
165,414
-Buildings, ft2
25,961
860
280
7,575
31,670
1,992
-Parking, ft2
54,619
21,715
0
0
54,149
0
-Street, ft2
0
0
0
4,480
11,056
0
-Sidewalks, ft2
8,545
1,130
12,226
1,338
13,477
14,229
-Other, ft2
0
0
0
0
7,349
0
-offsite, ft2
0
0
0
0
1,067
0
-Future, ft2
----------- -----
0
0
0
3,160
0
0
-
-Existing, ft2
_--------------
10,425
--------------------
0
---------------
40,923
0
------------------
23,552
-- - -
149,193
c. Design Storm, in. (1 yr 24 hr)
3.6
3.6
3.6
3.6
3.6
3.6
d. Difference in the pre- and post-
development 1-yr, 24-hr runoff, W
26,878
6,365
14,426
4,444
38,692
44,662
e. Basin Bottom Elev., FMSL:
47.5
47.87
45,50
50.13
46.5
45.5
f. Basin Bottom Surface Area, ft2:
10,552
3,941
6,233
2,946
17,671
17,283
g. Bypass Weir Elevation, FMSL:
49.73
49.17
47,51
51.40
48.6
47.79
h. Permitted Storage Volume, W:
26,935
6,469
14,453
4,500
40,854
44,674
i. Type of Soil:
Sand
Sand
Sand
Sand
Sand
Sand
j. Expected Infiltration Rate, inlhr:
6.54
7.7
0.73
5.0
10.3
10.3
k. SHWT, FMSL:
45.33
45.87
43.5
48.13
44.5
43.5
I. Draw Down Time, hrs:
4.7
2.5
38.1
3.6
2.7
3.0
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 080313 Mod.
8. The following design criteria have been permitted for the sand filters and must be
provided and maintained at design condition.
Design Criteria
DA 9
(SF3)
DA 10
(SF4)
a. Drainage Area: acres
-Onsite, ft2
-Offsite, ft2
3.01
131,167
0
3.09
134,458
0
b. Total Impervious Surfaces, ft2
-Buildings, ft2
-Parking, ft2
-Street, ft2
-Sidewalks, ft2
-Other, ft2
-offsite, ft2
-Future, ft2
-------- --------------------------------------------
-Existing, ft2
79,902
0
78,577
0
1,325
0
0
0
------
0
111,453
0
111,453
0
0
0
0
0
-------------------
0
-------------------
------------------
--------------------
c. Design Storm, in. (1 yr 24 hr)
3.67
3.67
d. Adjusted WQV, ft3
16,547
23,131
e. Area of Filter, Ar, provided, ft2:
7,407
9,532
f. Area of Sediment, As, provided, ft2:
1,618
2,323
g. Sediment Chamber Depth, feet:
2.5
2.5
h. Depth of Sand Media, df, min., feet:
1.5
2.5
i. Sediment Chamber Bottom elev, fmsl:
32.5
32.5
j. Sand Chamber Bottom Elev. Fmsl (lowest):
29.3
29.0
k. Top of sand media elevation, fmsl:
32.5
32.5
I. Storage 1 Weir Elevation, fmsl:
35.0
35.0
m. Maximum Head (Hmax), feet:
2.5
2.5
n. Permitted Storage Volume, ft3:
26,082
34,194
o. # Underdrains 1 diameter, inches:
10@6"
10@6"
p. Time to draw down, hours:
15
20
q. Seasonal High Water Table, FMSL
28.0
32.5
9. The volume in Sand filters 3 and 4 includes the voids in the 3" stone layer on top
of the sand.
10. The receiving stream for all basins and sand filters is Stones Creek, WOK02,
Index #19-30-3, class SA HQW.
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
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 and perform the operation and
maintenance necessary to assure the permitted stormwater system functions at
optimum efficiency. The approved Operation and Maintenance Agreement for
each BMP must be followed in its entirety and the required inspections and
maintenance activities must occur at the scheduled intervals listed therein.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 080313 Mod.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
6. Infiltration systems and sand filters should not be used as Erosion Control
devices. Separate appropriately sized and approved erosion control measures
shall be provided and shall remain in place until the approved BMP's are
constructed. The BMP's shall be constructed immediately after the drainage area
is stabilized. The erosion control measures may be removed after the stormwater
BMP's are constructed.
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. Access to the stormwater facilities for inspection and maintenance shall be
provided and maintained at all times.
9. 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.
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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
c. Overlapping of the project area with another project on Base.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The use of permeable pavement for BUA credit.
f. The construction of any future BUA.
11. A copy of this permit, the approved plans and specifications shall be maintained
on file by the Permittee at all times.
III. GENERAL CONDITIONS
1. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
2. Any person or entity found to be in noncompliance with the stormwater rules or
with the terms and conditions of a stormwater permit is subject to enforcement
action by the Division, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 080313 Mod.
3. In the event that the facilities fail to perform satisfactorily 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.
4. 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
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to making any ownership, contact, or mailing address
changes associated with this permit.
5. The approval of a request to transfer the permit will be considered on its merits
and may or may not be approved.
6. 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.
7. 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. DENR Staff shall abide by and be subject to the
Base Visitor policy.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
11. The issuance of this permit does ndt prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Session Law 2008-211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.
al.
12. The permittee shall submit a permit renewal application, including application fee
and required documentation, at least 180 days prior to the expiration date of this
permit.
Permit issued this the 29th day of September 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
n a n VV renn or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

L)EMLH USE UNLY
r Date cei ed
F Fee Paid
Permit Number
u18 Pxl "t
I SWE 0 -03
NC DEG Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045f3?, 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 080313
2. Project name: STONE BAYRAIL I)ZtF-Lc SPec,Ae— OPS
3. Project street address: XXX
City: MOB Camp Leieune - T 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/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https.//deg.nc.gov/ab_o_ut/divisions/energy-mineral-land-
resources/energy_mineral-1and -ruleslstormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neal Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP : 28547-2521
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email:[e-mail]
spa 14 2020
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

- „}3i
,' � 4 1 'y ; i. 1 � �.
. .]� � �y
{ 1
�� -

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:
MCT 1. A permit application processing fee of $505.00 payable to NCDEQ.
MCT 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.
MCT 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.
MCT 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 on file with the permit.
MCT 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.
MCT 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 Af PLICARLF] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
ZoEi
SEP 14 2020
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

t i�

D. PER iTlwI'S CERTIFICATION
I, 'J� , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or 1 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 ar nd to subm' roper forms to modify or transfer the permit prior to any changes to the
project, SCM , or wnership. 11 info mation provided on this permit renewal application is, to the best of my
knowledge, c rre a d compl te.
Signature: Date:
that
this tf1�s+�u�uu`� day of
oing instrument. Witness my hand and official seal,
A-
NpTAR Y
(Notary Seal)
pU B0G
r
a Notary Public for the State of
, do hereby certify
personally appeared before me
20 16 , and acknowledge the due
Bec,
SEP 14 2020
BY:—
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

I
tit
tr �
., Y

Attachment C - Permitting History
MCB P-1184 Stone Bay Dining Facility, P-1286 Rifle Range,& P-1349 Special Ops
Permit No. SW8 080313
Approval
Date
Permit Action
BIMS
Version
Description of the Changes
4/29/2008
Original
Approval
1.0
6 infiltration basins and two sand filters subject to Session Law
2008-21 1
7/13/2012
Correction
1.1
1 1/2/2013
Modification
1.2
Relocation and modification of Infiltration pond BMP-1
2/26/2014
Major
Modification
1.3
Reconfiguration of drainage areas and pond locations
9/29/2020
Renewal
2.0
Extension of expiration date to 12/30/2029
Page 1 of 1

Central Files: APS _ SWP _
9/30/2020
Permit Number SW8080313
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Permit Tracking Slip
Status
Project Type
Active
Renewal with major mod
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Facility Name
P1184 Dining Hail and P1286 Rifle Range and P1349 Special Ops
Location Address
Range Rd
Camp Lejeune
Owner
NC 28542
Owner Name
Commanding Officer Marine Corps Base Camp Lejeune
Dates/Events
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Government - Federal
Owner Affiliation
Robert A. Lowder
Post Ln Building 12 Rm 244
Camp Lejeune NC 28542
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/29/2008 9/14/2020 9/29/2020 9/29/2020 12/30/2029
Regulated Activities Requested /Received Events
State Stormwater - HD - Infiltration
State Stormwater - HD - Sand filters
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina 1
Sent: Thursday, September 24, 2020 4:29 PM
To: Prendergast CIV Talia M
Subject: SWS 080313 - Stone Bay - Dining Hall, Rifle Range & Special Ops
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 September 14, 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
5
Project Name:,-?? IEs 4 ` l", , I b& Pf At/ R1 Z& � �+ F1'r, 1 � �� Date Delivered to WIRO: f Z
Project County/Location: i5D Lzs / BIMS Received/Accepted Date: yp 75
Rule(s): �2017 Coastal �2008 Coastal �1995 Coastal BIMS Acknowledged Date':
Phase II Universal F-11988 Coastal
Permit Action: New
Major Mod / Minor Mo enewai
Permit Type: �D / LID Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial / Residential ther
Subdivided?: Subdivision or— Single Lot
Permittee Type & Documents Needed:
El New Permit #Z:
Existing Permit #: O`er c3 j�
Expriation Date 3: 3 20 ZG /
LJaffsite to SWB:
ElLot is in Master Permit?
F-1PE Cert on File?
Property Owner(s) 1-1 Purchaser El Lessee ElHOA EJ Developer
Viable? K� Viable? E]Viable? Viable? Viable?
Deed OPurchase Agmt FiLease Election Minutes
FINot Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
Application
Fee: 5503 (within 5mo) Check#(s): 0No Fee
�Supplement2 (1 new form or far older forms: 1 original per SCM)
F-T&M2
Soils Report (lnfil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
MUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
MPE 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 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
G:WQ\\\Reference Libra ry\Procedures\Checklists\Completeness Review Checklist M2C 0131

EDI Payment Detail Report
Cc=m ACH OumaAdirg Dawit ftpar,
AS Of ORMA O
cwwvrt
3; ? ?
'MF4'"C STA'M
PrynWg A.MWIW
x Iwi.
+<5ii
7 AXWUH CAR 3 0
€ma's ` "
00 s3'HROL bvr.
ft*�*rFj, 1'X>M
'�.':.
0YwS3SUt3�0
a .4
`_r—&
PAYMENT A.=CHN REM-1
17. 4A-- BIZ:
�Gt
ts�:
ACM
A C
on a-t a ACL- x :
l CO"102
"..€' PiS8 xi .w c.a�,
3 %50
#
Aga► TA
Aftw4t
f
SAW=
e 5m
IMM00xuu
2C22 9 4
V0000tPAYMENT
sc # i
tom^ UTRACTMMSM
povuodu
Rt5w=xa;
T km
0 gD TVA
D:r-� ,: SETTLE 0ATEvftcv"T
D== 202M44
-oz ti
SM1z= 004
mu—: FATM
< MAS9-CS_
tz evr*n.
Si8C3fa
-74 Ca"e'Sti Y egg
PAYW-4T0PCA...-OLO*T
COMO
7$0.GT alsrwi m
C ;'15r,=ZWUSD, ti.�.3,W