SW8110906_HISTORICAL FILE_20130131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 � \OG\OU
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20\")W1 >1
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
January 31, 2013
Commanding Officer
USMCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28457-2539
Subject: State Stormwater Management Permit No. SW8 110906
2D Anglico and 2N BN OPS Complexes
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for 2D Anglico and 2N OPS Complexes on January 23, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We
are forwarding modified Permit No. SW8 110906 dated January 31, 2013, for the construction,
operation and maintenance of the BMP's and built -upon areas associated with the subject
project.
The modifications covered by this permit include:
1. A previously approved gravel entrance road off of Holcomb Boulevard is being relocated
700 feet south of Its permitted location. The new location was outside of the project
limits, so the project limits are being revised such that the project area is reduced from
150.74 acres to 150.31 acres, to include the new road location. The new road location is
not within the drainage area of any of the previously permitted BMP's. None of the high
density drainage areas or built -upon areas are changing - only the overall project area
and maximum allowed amount of built -upon area to maintain low density are changing.
2. New approved plan sheets have been provided. Please replace sheets "PL", CE101,
CE103, CE104, and drainage area sheets 1 of 2 and 2 of 2 with the new ones, attached.
This permit shall be effective from the date of issuance until April 30, 2020, and shall be 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),
procedures for changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management
system, 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). Per NCGS 143-215(e), the written petition must conform to
Chapter 150E of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714
Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarolina
Internet: v .ncvaterquality.org a'�` s 1�Nn//�
An Eoual OnnntlmlN 1 Affirmative Action Emolover � �/ M

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis at [phone].
Sincerely,
L�
- harles Wakild, P.E., Director
Division of Water Quality
GDS/ arl: S:\WQS\Stormwater\Permits & Projects\201 1 \1 10906 HD\2013 01 permit 110906
cc: Howard Resnik, P.E., Coastal Site Design
Wilmington Regional Office Stormwater File
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commanding Officer USMCB Camp Lejeune
2D Anglico and 2N OPS Complexes
Off Holcomb Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds and a 24% overall
low density project in compliance with the provisions of 15A NCAC 2H .1000 and Session
Law 2008-211 (hereafter referred to as the "stormwater rules') the approved stormwater
management plans and specifications and other supporting data as attached and on file with
and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall density within the 150.31 acre project area is limited to 24%. The 150.31
acre project area is limited to a maximum of 1,571,386 squpre feet of impervious
area. Thisaroject currently proposes a total of 1,339,406 ft of built -upon area and
231,980 ft of future impervious area. Within the 150.31 acre project area, 188,785 ft2
of impervious area is not being picked up or treated. The runoff from the remainder of
the project's built -upon area must be collected and treated in one of the four wet
detention ponds covered by this permit.
3. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 of this permit. The stormwater cq�ntrols labeled A, B, C ar�d
D, have been �esigned to handle the runoff from 601,894 ft , 252,148 ft , 133,601 ft ,
and 394,958 ft of built -upon area, respectively.
4. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
5. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. The built -upon area for the future devejopment within the
drainage areas of BMP A, B, C and D is limited to 90,000 ft , 10,000 ft , 10,000 ft2 and
10,000 ft2 , respectively.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
7
91
All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the appropriate permitted stormwater control system.
The following design criteria have been provided in the four wet detention ponds and
must be maintained at design condition:
C.
d.
e.
f.
9
h.
i.
j.
k.
I.
M.
n.
o.
P.
q
r.
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
Design Storm, inches:
Average Pond Design Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permanent Pool Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
Controlling Orifice, 0 pipe, inches:
Orifice flowrate, cfs:
Permanent Pool Volume, ft3:
Permitted Forebay Volume, ft3:
Fountain Horsepower
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Pond A Pond B Pond C Pond D
22.48
11.42
5.25
18.52
979,361
497,272
228,797
806,844
0
0
0
0
601,894
252,148
133,601
394,958
601,894
252,148
133,601
394,958
0
0
0
0
1.5
1.5
1.5
1.5
4.0
3.5
3.5
3.5
90%
90%
90%
90%
13.0
12.0
12.0
10.0
57,953
29,496
22,626
48,499
76,991
35,871
19,797
54,145
14.2
13.1
12.8
11.0
0.89
0.45
0.21
0.73
4.0
2.75
2.50
3.50
0.26
0.12
0.09
0.18
219,464
93,377
70,586
145,008
42,721
18,946
14,325
31,154
%
1/3
'/.
1/2
Wallace Creek / WOK02
19-20
"SB NSW"
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
6. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The fountain must not be placed into the forebay.
d. The falling water from the fountain must be centered in the main pond, away
from the shoreline.
e. The maximum horsepower for a fountain in any of these ponds is as listed in
Section 1.8 (o) of this permit.
7. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
8. If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
12. 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.
13. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
14. The Base is required to keep track of the approved project limits to assure that the
approved low density project area is not double -counted as project area in another
low density project located on MCB Camp Lejeune.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed on the form.
The approval of this request will be considered on its merits and may or may not be
approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
3. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to the enforcement procedures as set forth in G.S. 143 Article 21.
4. 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.
5. 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.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified and reissued this the 31 st day of January 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
2D Anglico and 2N OPS Complexes
Stormwater Permit No. SW8 110906
Onslow County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 110906 Mod.
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office

" DWQ USE ONLY -
Dat Recew d
Fee Paid
ermit Number
Applicable ules: ❑ Coastal SW -1 5 ❑ Coastal 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 ECEIVE
Department of Environment and Natural Resources JAN 2 3 2013
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forin may be photocopied for use as an original
I. 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.):
2D ANGLICO AND 2N BN OPS COMPLEXES
,2. Location of Project (street address):
City:Camp Lejeune County:Onlsow Zip:28547-2539
3. Directions to project (from nearest major intersection):
Intersection of US 17 and NC 24. Take NC 24 East to Holcomb Blvd. Turn right onto Holcomb Blvd. Travel
approximately 2.8 miles Turn right onto gravel road that's located approximatley 0.28 miles past the bridge
over Wallace Creek.
4. Latitude:34° 41' 28" N Longitude:77° 19' 53" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): [-]New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8110906 its issue date (if known)April 30 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, 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: _ ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 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:
Form SWU-101. Version 07July2009 Page 1 of 6

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:MARINE CORPS BASE, CAMP LETEUNE
Signing Official & Title:Neal Paul,Deputy Public Works Officer
b. Contact information for person listed in item la above:
Street Address:BLDG 1005 MICHAEL ROAD
City:MCB CAMP LETEUNE
Mailing Address (if applicable):
City:
Phone: (910 ) 451-2213
Email:nea l: pau IQusmc. mil
State:NC Zip:28542
Fax: (910 ) 451-2927
c. 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* (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: State: Zip:
Mailing Address (if applicable):
Phone:
Fax:
Zip:
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/Organiza
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
Zip:
Phone: ( ) Fax:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version 07July2009 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, bri6fly summarize how the stormwater runoff will be treated.
The low densitv areas will sheet flow and areas of high density will be treated with wet ponds designed for
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 PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.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: 150.31 acres
5. Total Coastal Wetlands Area: n/a 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+:150.31 acres
Total project area shall be calculated to exclude thefollowing: the nornial 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) line, and coastal wetlands landward from the NHW (or MHIM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MH[M line ntay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low 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.
Basin Information
Drainage Area
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
Stream Class *
-
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Pro osed Impervious Area** s
Impervious Area** total
Impervious— Surface Area
Drainage Area
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (so
Other on -site (so
Future (so
d
Off -site (so
In. AN
7 3 2013
Existing BUA*** (sf)
Total (so:
* Stream Class and Index Number can be detennined at: http://`h2o.enr.state.ne.uslbints/reportslreportswB.litnul
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07July2009 Page 3 of 6

2D ANGLICO AND 2N EIN OPS COMPLEXES
Basin Information
Receiving Stream Class,
Stream Index Number
Drainage area
Existing Impervious' Area
Proposed Impervious' Area
% Impervious' Area (total)
On -site Streets & Curbing
On -site Parking
On -site Sidewalks
Other on -site (future impervious)
Off -site
Existing BUA -
Total: 1,571,386 sf or 36.07 acres
Total
SB NSW
19-20
6,547,442 sf or 150.31 acres
- sf or - acres
1,571,386 sf or 36.07 acres
24.0%
13u,zb3
si or
b.19
acres
244,151
sf or
5.60
acres
823,644
sf or
18.91
acres
41,348
sf or
0.95
acres
231,980
sf or
5.33
acres
Drainage Area B
Basin
Untreated Area Outside
of Pond DA's
SB NSW
19-20
4,035,168 sf or 92.63 acres
0 sf or - acres
188,785 sf or 4.33 acres
4.7%
u
st or
-
acres
48,224
sf or
1.11
acres
8,818
sf or
0.20
acres
19,763
sf or
0.45
acres
111,980
sf or
2.57
acres
188,785 sf or 4.33 acres
Drainage Area C
Drainage Area A
POND A
SB NSW V
19-20
979,361 sf or 22.48 acres
0 sf or 0.00 acres
601,894 sf or 13.82 acres
61.5%
69,3tb
st or
'L.ub
acres
130,913
sf or
3.01
acres
280,810
sf or
6.45
acres
10,793
sf or
0.25
acres
90,000
sf or
2.07
acres
601,894 sf or 13.82 acres
Drainage Area D
. ,......,. „y ..,,....,,,,...,,,..
­.-
.. l­
Receiving Stream Class SB NSW
SB NSW
SB NSW
Stream Index Number 19-20
19-20
19-20
Drainage area 497,272 sf or 11.42 acres
228,797 sf or 5.25 acres
806,844 sf or 18.52 acres
Existing Impervious` Area 0 sf or - acres
0 sf or - acres
0 sf or 0.00 acres
Proposed Impervious' Area 252,148 sf or 5.79 acres
133,601 sf or 3.07 acres
394,958 sf or 9.07 acres
% Impervious' Area (total) 50.7 %
58.4%
49.0%
Impervious* Surface Area
On -site Streets & Curbing
On -site Parking
On -site Sidewalks
Other on -site (future impervious)
Off -site
Existing BUA
Total:
113,512
sf or
2.61
acres
65,014
sf or
1.49
acres
52,830
sf or
1.21
acres
10,792
sf or
0.25
acres
10,000
sf or
0.23
acres
252,148 sf or 5.79 acres
6,278
sf or
0.14 acres
sf or
- acres
117,323
sf or
2.69 acres
sf or
- acres
10,000
sf or
0.23 acres
133,601 sf or 3.07 acres
21,095,
sf or
0.48
acres
0
sf or
0.00
acres
363,863
sf or
8.35
acres
0
sf or
0.00
acres
10,000
sf or
0.23
acres
394,958 sf or 9.07 acres
ECEIVE
JAN 2 3 2013
BY:
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

'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 new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 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
fromhttr)://h2o.enr.state-nc.us/su/bmo forms.htm.
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 httpt ://h2o.enr.state.nc.us/su/bmp forms.htm. 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 athttp://h2o.enr.state.nc.us/su/msi maps.htm.)
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 http://h2o.enr.state.nc.us/su/bmp forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII 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
http://www.envheig.org/_pages/onestopexl2ress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information; item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the lh
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
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 impound d
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waDEV)
i. Dimensioned property/project-boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. ' _ JAN
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control mea�.es.
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.
Initials
Aa
11,121
#4
#,/f.
K tt.
F—O V`/ E
23 2013
Form SWU-101 Version 07July2009 Page 4 of 6

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 elevations (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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, 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 SHWP prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. 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 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.secretarV.state.nc.us/Corporations/­CSearch.aspx
VII. 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
htto://h2o.enr.state.nc.us/su/bmo forms.htm#deed restrictions. 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 changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
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. Engineer:Howard Resnik, PE
Consulting Firm: Coastal Site Design, PC
Mailing Address:Po BOX 4041
City:Wilmington State:NC . Zip:28406
Phone: (910 ) 7914441
Email:[e-mail]
Fax: (910 ) 791-1501 .
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled 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 hjpe name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1b) 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. _ _ r no p=n
JAN 2'3 2013
Form SWU-101 Version 07July2009 Page 5 of 6

As the legal property owner I 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.
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 F—CE QVE
JAN 2 3 2013
My commission expires BY:--
X. APPLICANT'S CERTIFICATION
I, (print or h/pe name of person listed in Contact biformation, item 2) 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 protective cove is will be recorded, and that the proposed project complies with the requirements of the
applicable storm ter les under 1 NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Date: `I
I, 4W `lt I l aRXXkNN00 a , otary Pnblioor the State of N04Mro nity of
I—IU\` )1 U V do hereby certify that I'JV U-t %�U ` personally appeared
before me this A day of 2 p V 1 ) and ack owle eL��
tie ap <
a stormwater permit. Witne s my hand and offici sea ,
SEAL
KELL < ,.<_ .. fERING
ATE OF Nf. 1T" ` 'n' `" My commission expires
wv
KELLEY VANDECOEVERING
NOTARY PUBIC
ONSLOW COUNTY
STATE OF NORTH vARO.,�0. ,
Form S WU-101 Version 07July2009 Page 6 of 6

i}J'' i�liil�'•
r' I�.

COASTAL SITE DESIGN, PC
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License 4 C-2710
January 23, 2013
Linda Lewis
North Carolina Department of
Environment and Natural Resources
Express Storm Water
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Express Storm Water
SW8 110906
Onslow County
CSD Project No. 11-0253
Dear Linda:
Enclosed please find:
- two (2) copies of the revised sheets in stormwater set
- one (1) copy of the stormwater calculations
- stormwater application
- low density supplement
$1,000 check
Project limits map
impervious dimension and drainage area map
Please call if you have any questions.
Very truly yours,
kUAP
Rodney Wright
Encl.: As noted above
ECEIVE
JAN 2 3 2013
�rl --- -

Ev .�....
1' : `..-1

STORMWATER MANAGEMENT CALCULATIONS
For
2D ANGLICO AND 2N BN OPS COMPLEXES
PREPARED FOR
Deputy Public Works Officer
1005 Michael Road
MCB Camp Lejeune 28547
Prepared by:
COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
Llcense k C-2710
\\\\\MCA
r
CEIVE
AN 2 3 2013
BY:
\�oa�.FESS�o'`.�ti ;
ECEI iI/En
'k
' SEAL -7=
a
JAN 2
= 025483
y0, 4, I NEt?
BY:���
SSS
Howard Resnik, P.E.
4&lfZ
JC2u,
I (lil 11.�'

DWO LOW DENSITY CALCULATIONS
Allowable Impervious
6,547,442 sf x 0.24 = 1,571,386 sf
Proposed Impervious
1,571,386 sf
1,571,386 / 6,547,442 = 0.239 or 24%
PROJECT DATA:
Total Site
Existing Site Data (areas within project limits):
wetland area 2,109,279 sf (48.42 acres)
upland area 4,438,163 sf (101.88 acres)
Total site area 6,547,442 sf (150.31 acres)
Proposed Site Data:
Proposed building
230,263 sf
(5.29 acres)
proposed streets
244,151 sf
(5.60 acres)
proposed parking
823,644 sf
(18.91 acres)
proposed sidewalks
41,348 sf
(0.95 acres)
future
231,980 sf
(5.33 acres)
Total proposed impervious area
1,571,386 sf
(36.07 acres)

COASTAL SITE DESIGN, PC
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
Ucense k C-2710
FOR STORMWATER EXPRESS REVIEW
January 8, 2013
EOEIVE
JAN 2 3 2013
PROJECT NAME: 2D ANGLICO AND 2N BN OPS COMPLEXES
SW8 110906 BY:-----
MCB Camp Lejeune, NC
Onslow County
PROJECT DESCRIPTION: This submittal is for a modification to the existing low density stormwater permit for this project. The
approved plans for this project show an existing gravel road that connects to Holcomb Blvd being improved from 12 ft to 24 to allow
access to the site. The BASE has instructed the contractors to install a new entry road off Holcomb which will connect approximately
700 ft south of the existing gravel road. A portion of the proposed location of the new road is outside of the current project limits for
this permit. This modification will be changing the project limits to include the area where the new entrance road will be located. Part
of this permit includes 4 pockets of high density that are treated with wet basins. The proposed change to the project limits doesn't
affect the drainage areas or impervious numbers for the basins it only changes the overall area and the allowable impervious located
outside of the pocket of high density drainage areas. The new location for the road will have a 24 ft asphalt road installed. The
grading for new entrance road will be performed so the runoff will sheet flow along the natural topography.
PROJECT BMP: low density with areas of high density
STORMWATER ENGIlYEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 7914441 office
910 791 1501 fax

to go co
North Carolina Department of Environment and
A
Natural Resources
NC®ENR Request for Express Permit Review
For DENRUse ONLY
Reviewer' L L
Submit 11— 2 .) w ed
Time: I \ 90,
Confirm: t —1,
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(d)ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeng
ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(g ncmaiLnet
• Washington Region -Lyn Hardison 252.946-9215 or Iyn.hardison(gincmail.net
• Wilmington Region -Janet Russell 910-350.2004 or janet.russell(ilncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: 2D ANGLICO AND 2N BN OPS COMPLEX County: ONSLOW
Applicant: NEAL PAUL Company: MARINE CORPS BASE, CAMP LEJEUNE
Enter Related SW
Permits of request
SW 110906
Sw
SW
SW
SW
NsN P.
bAse. has
Address: BLDG 1005 MICHAEL ROAD City: MCB CAMP LEJEUNE, State: NC Zip: 28547
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:4.0 MILES SOUTH ON HOLCOMB FROM INTERSECTION OFNC 24
Project Drains into SB:NSW waters — Water classification 1919 20 (for classification see-hft ://h2o.enr.state.nc.uslbims/re orts/re ortsWB.h
Project Located in WHITE OAK River Basin. Is project draining to class ORIN waters? N , within Y2 mile and draining to class SA waters N or within 1, mile
and draining to class HQW waters? N
Engineer/Consultant: HOWARD RESNIK Company: COASTAL SITE DESIGN. PC j C Y; _V D
Address: PO BOX 4041 City: WILMINGTON, State: NC Zip: 28406-_
Phone: [phone], Fax: [phone], Email: [e-mail] JAN 0 9 RECD
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
;a 2ot3
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear If or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond 0 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scovina and express meetina reauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
a++arrrsauaaaaaaanaarrr+++++++++aaarrrsaaaaaraassraaarFOr DENR use Oulyrrrrr+aaarruaraaasauaana+r+++++++a+++aa»++rra++aara++arr
Fee Split for multiple permits: (Check It I Total Fee Amount S
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401,
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS March 2009

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COASTAL SITE DESIGN, PC
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
FOR STORMWATER EXPRESS REVIEW
January 8, 2013
PROJECT NAME: 2D ANGLICO AND 2N BN OPS COMPLEXES
SW8 110906
MCB Camp Lejeune, NC
Onslow County
PROJECT DESCRIPTION: This submittal is for a modification to the existing low density stormwater permit for this project. The
approved plans for this project show an existing gravel road that connects to I-Iolcomb Blvd being improved from 12 ft to 24 to allow
access to the site. The BASE has instructed the contractors to install a new entry road off Holcomb which will connect approximately
700 ft south of the existing gravel road. A portion of the proposed location of the new road is outside of the current project limits for
this permit. This modification will be changing the project limits to include the area where the new entrance road will be located. Part
of this permit includes 4 pockets of high density that are treated with wet basins. The proposed change to the project limits doesn't
affect the drainage areas or impervious numbers for the basins it only changes the overall area and the allowable impervious located
outside of the pocket of high density drainage areas. The new location for the road will have a 24 ft asphalt road installed. The
grading for new entrance road will be performed so the runoff will sheet flow along the natural topography.
PROJECT BMP: low density with areas of high density
STORMWATER ENGINEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 7914441 office
910 791 1501 fax