SW8070926_HISTORICAL FILE_20111222

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0l3g2<o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
l2 22
YYYYMMDD

[p��� r {pmA�eg
9`CDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 22, 2011
Commanding Officer
MCB Camp Lejeune
c/o Carl Baker, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 070926 MOD
Wounded Warrior Complex — Photovoltaic Modification
High Density Wet Detention Pond and Infiltration Basin Project
Onslow County
Dear Mr. Baker:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for the Wounded Warrior Complex on December 21, 2011. 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, Session Law 2006-246, and Session Law 2008-211, as applicable.
We are forwarding Permit No. SW8 070926 dated December 22, 2011, for the construction, operation
and maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until November 16, 2017, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system 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 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
HHcom. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Christine
Nelson, at [phone].
Sincerely,
Vof r Coleen Silllins, Director
Division of Water Quality
GDS/can: S:\WQS\Stormwater\Permits & Projects\2007\070926 HD\ 2011 12 permit 070926
cc: Matt Haley, Cape Fear Engineering (+ 1 coy of the approved plans)
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: http://portal.nodencorg
An Equal Opportunity \ Affirmative Action Employer
NorthCarofina
Natmally

State Stormwater Management Systems
Permit No. SW8 070926
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
USMCB Camp Lejeune
Wounded Warrior Complex
Brewster Blvd, Jacksonville, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds and one (1)
infiltration basin in compliance with the provisions of 15A NCAC 2H .1000, Session Law
2006-246, and Session Law 2008-211, as applicable (hereafter collectively 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 November 16, 2017, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Sections 1.8 and 1.9 of this permit. The stormwater controls
identified as Pond 1, Pond 2, Pond 3, Pond 4, and Infiltration Basin 3 have been
designed to handle the runoff from 94,955, 155,426, 137,467, 27,400, and 6,168
square feet of impervious area, respectively.
3. The tract will be limited to the amount of built -upon area indicated in Sections 1.8
and 1.9 of this permit and per approved plans. The built -upon area for the future
development within Drainage Area 2 (Pond 2) is limited to 30,000 square feet.
Future built upon area has not been allocated within the other drainage areas.
4. Wet pond 1 and infiltration basin 3 must be operated with a 30' vegetated filter,
designed to pass the peak flow from the 10 year storm in a diffuse and non -
erosive manner.
5. 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.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 070926
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Within Drainage Areas 4 and 5 (Pond 3 and Pond 4), which are subject to
SL2008-211, a 50 foot wide vegetative buffer must be provided adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
Pond #1
DA #1
Pond #2
DA #2
Pond #3
DA #4
Pond #4
DA #5
a.
Drainage Area, acres:
Onsite, subject to SL 2006-246, ft2:
Onsite, subject to SL 2008-211, ft2:
Offsite, ft2
9.3
405,846
-
6.03
232,397
30,281
None
10.41
-
453,394
None
2.84
-
123,647
None
b.
Total Impervious Surfaces, ft:
Onsite, subject to SL 2006-246, ft2:
Onsite, subject to SL 2008-211, ft2:
Offsite, ft2
94,955
94,955
-
155,426
125,145
30,281
None
137,467
-
137,467
None
27,400
-
27,400
None
C.
Design Storm:
Subject to SL 2006-246, inches:
Subject to SL 2008-211, inches:
1.5
-
1.5
1.5
-
1.5
-
1.5
d.
Average Pond Design Depth, feet:
3
3
3.5
3
e.
TSS removal efficiency:
85
90
90
90
f.
Permanent Pool Elevation, FMSL:
7
14
14.5
13.5
g.
Permanent Pool Surface Area, ft:
19,323
18,345
55,208
6,075
h.
Permitted Storage Volume, ft:
21,210
20,318
20,652
4,286
i.
Temporary Storage Elevation, FMSL:
8
15
15.7
14.1
j.
Pre-dev. 1 r-24 hr. discharge rate, cfs:
'•
5.43
1.32
k.
Controlling Orifice, in:
2.5
2.5
2.5
1
I.
Orifice flowrate cfs:
0.1
0.09
0.02
m.
Permanent Pool Volume, ft:
61,082
57,130
45,637
12,007
n.
Permitted Forebay Volume, ft:
12,967
15,872
9,429
3,484
o.
Fountain Horsepower
1/4
1/6
1/6
N/A
p.
Receiving Stream/River Basin:
Northeast Creek / White Oak
Stream Index Number:
19-16- 3.5
r.
Classification of Water Body:
"SC;HWQ,NSW"
"' At the time of permitting, November 16, 2007, this criteria was not a requirement for
ponds #1 & #2
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070926
9. The following design criteria have been permitted for the infiltration basin
(Drainage Area 3) and must be provided and maintained at design condition:
a. Drainage Area, acres: 0.31
Onsite, subject to SL 2008-211, ft2: 13,529
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 6,168
Onsite, subject to SL 2008-211, ft2: 6,168
Onsite, ft2: 0
C. Design Storm, inches: 1.5"
d. Basin Depth, feet: 1
e. Bottom Elevation, FMSL: 14.0
f. Bottom Surface Area, ft2: 3,500
g. Bypass Weir Elevation, FMSL: 15.0
h. Permitted Storage Volume, ft3: 3,878
i. Type of Soil: Baymeade
j. Expected Infiltration Rate, in/hr: 0.80
k. Seasonal High Water Table, FMSL: 11.50
I. Time to Draw Down, hours: 16.6
M. Receiving Stream/River Basin: Northeast Creek / White Oak
n. Stream Index Number: 19-16-(3.5)
o. Classification of Water Body: "SC;HWQ,NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
h. Maintain level spreaders in accordance with approved plans and
specifications.
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 070926
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 falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in Pond 1, Pond 2, and Pond 3 is
1/4, 1/6 and 1/6 horsepower, respectively. Pond 4 does not have enough
permanent pool volume to support a fountain.
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. 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.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership of any part of the permitted property.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 070926
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al
11. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 070926
12. The permittee shall submit a permit renewal application 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 22nd day of December, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rort oieen rr/surtms, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

For DENR Use ONLY
7/� North Carolina Department of Environment and Reviewer: cI�J
y� Natural Resources Submit: 12
NCDENR Request for Express Permit Review Time: Cl.. IS'
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completes 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(cDncmail.net
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.lesftcmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick.orooan(�ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or Ivn.hardison&Dncmail.net
• Wilmington Region -Janet Russell 910-350.2004 or lanet.russell(Bricmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day
Project Name: MARINE CORPS ENERGY INITIATIVE - WOUNDED WARRIOR SITE P-1400— County: ONSLOW
Applicant: COMMANDING OFFICER, MARINE CORPS BASE CAMP LEJEUNE Company: —
Address: 1005City: MCB CAMP LEJEUNE, State: NC Zip: 28547-
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:HOSPITAL CORPS ROAD
Project Drains into NORTHEAST CREEK waters — Water classification SC:HQW:NSW (for classification see-
http://h2o.enr.state.nc. us/bims/reports/reportsWB.htmll
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within''/z mile and draining to class.SA
and draining to class HQW waters? N
Engineer/Consultant: MATTHEW HALEY, El Company: CAPE FEAR ENGINEERING, INC
Address: 151 POOLE ROAD SUITE 100 City: BELVILLE, State: INC Zip 28451-_
Phone: [phone] Fax::[phone] Email: [e-mail]—
SECTION ONE: REQUESTING A SCOPING MEETING ONLY $'
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR. ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
DEC 0 1 Z011
❑ 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 It or _acres)
El Riparian Buffer Authorization El Minor Variance ❑ Major General Variance
[� State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, [:]Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW — (Provide permit #)]
[� High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems❑ High Density -
Other _ # Treatment Systems /® MODIFICATION: [9J. Major ❑ Minor ❑ Revision SW 8 070926(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 scoping and express meeting request)
Wetlands on Site ❑ Yes E No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Fee Split for multiple permits: (Check #
Buffer Impacts: 0 No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
For DENR use only —
Total Fee Amount
SUBMITTAL DATES
Fee ll
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ Lb, ❑ Gen)
1
$
1 40V
$
LQS
1
$
1 Stream Deter,_
$
NCDENR EXPRESS September 2008

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DWQ.USE ONLY
Date Recebed
Fee Paid
Permit Number
O
O L
Applicable R es: OCoastalSW-1995 ❑ Coastal SW 22008 ❑ Ph II - Post ons ruction
(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
This form 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.):
Wounded Warrior Complex, Photovoltaic Modification'
2. Location of Project (street address):
Hospital Corps Road
City:MCB Camp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
From Brewster Blvd, Turn Right onto Hospital Corps Road. Travel approx. 1200', Turn Left onto Unamed Rd.
Project site is located in parking lot at the end of the road.
4. Latittde:34° 43' 18" N Longitude:77° 21' 57" W of the main entrance to the project.
it. 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 numberSW8 070926 , its issue date (if known)lune 28, 2011 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):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 1.90 ac of Disturbed Area
❑404/401 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 permitMarine Corps Energy Initiavtive - Wounded Warrior Site P-1400 /
Onslow-2012-038Issued 11/2/11.
Form SWU-101 Version 07Jun2010
Page I of 6
LIV13 2011

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 proiect):
Applicant/ Organization:Commanding Officer, Marine Corps Base Camp Leieune
Signing Official & Title:Mr. Carl Baker, Deputy Public Works Director
b.Contact information for person listed in item la above:
Street Address:1005 Michael Road
City:MCB Camp Leieune State:NC Zip:28547
Mailing Address (if applicable):1005 Michael Road
City:MCB Camp Lejeune State:NC Zip:28547
Phone: (910 ) 451-2213 Fax: [phone]
Email:[e-mail]
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:
Zip:
Mailing Address (if applicable):
City: State,
Phone: ( 1 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/
Signing Official & Ti
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Form SWU-101 Version 071un20 10 Page 2of7 DEC 1 3 2011
RY

Phone: ( ) Fax:
4. Local jurisdiction for building permits: N/A -Federal Land
Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from 4 drainage areas will be treated in existing wet detention basins.
Stormwater runoff from 1 drainage area will be treated in an existing infiltration basin.
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: 28.90 acres 5. Total Coastal Wetlands Area: - acres
6. Total Surface Water Area: - acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
28.90 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 }lormal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the 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 = 33.47 %
9. How many drainage areas does the project have?5 (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.
Form SWU-101 Version 07Jun2010 Page 3 of 7
LJ"CEIVED
C 13 2011
`_

Basin Information
Drainaire Area _
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
see attached
Stream Class *
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Proposed Impervious Area"* (so
% Impervious Area*" (total)
Impervious" Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
Stream Class and Index Number can be determined at: ham:/kortalnedenr.org/web/wq/ps/csu/classifications
Impervious area is defined as the 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 rennin 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 may be 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
from htLp://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 http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. 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 ht_pt ://portal.ncdenr.org/web/wq/ws/su/"mals.)
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://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
eIn'itials
1. Original and one copy of the Stormwater Management Permit Application Form. Iv`T
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) (seated, signed and dated) and O&M _k"14
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to wyl-i
http://www.envhelp.org/12ages/onestolexl2ress.html 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.) 1 RF RT_X7F
Form SWU-101 Version 07Jun2010 Page 4 of 1 DEC 13 2011

Basin In'fo�tnation
Area 1 (Pond #1)
Area 2 (Pond #2)
Area 3 (Inf ltration
Basin #3))
Area 4 (Pond #3)
Area 5 (Pond #4) I!.
Receiving Stream Name
Northeast Creek
Northeast Creek
Northeast Creek
Northeast Creek
Northeast Creek"
Stream Class
SC;HQW;NSW
SC;HQW;NSW
SC;HQW;NSW
SC;HQW;NSW
SC;HQW;NSW
Stream Index Number
19-16-(3.5)
19-16-(3.5)
19-16-(3.5)
19-16-(3.5)
19-16-(3.5)
Total Drainage Area (sf)
405,846
262,615
13,529
453,394
123,647
On -site Drainage Area (sf)
405,846
262,615
13,529
453,394
123,647
Off -site Drainage Area (sf)
0
0
0
0
0
Proposed Impervious* Area
(sf)
94,955
155,426
6,168
137,467
27,400
% Impervious* Area (total)
23.4%
59.18%
45.6%
30.3%
22.0%
Impervious* Surface Are
Area 1 (Pond #1)
Area 2 (Pond #2T)
Area 3 (Infiltration
Basin #3)
Area 4 (Pond #3)
Area 5 (Pond #4)
On -site Buildings/Lots (sf)
10,827
31,799
0
43,565
19,200
On -site Streets (sf)
54,729
5,076
4,374
15,285
6,719
On -site Parking (sf)
10,429
84,942
0
61,139
0
On -site Sidewalks (sf)
18,907
3,269
0
15,870
1,481
Other on -site (sf)
0
340
1,794
1,608
0
Future (sf)
0
30,000
0
0
0
Off -site (sf)
0
0
0
0
0
Existing BUA
0
0
0
0
0
Total (sf):
94,955
155,426
6,168
137,467
27,400
,RFC EIVED
DEC 2 1 2011
By.
Page 4A of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/management for MMA
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 Mt4i
receiving stream drains to class SA waters within'h mile of the site boundary, include the'h
mile radius on the map.
7. Scaled, signed and dated calculations. i�t FI
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: PAT1}
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 strictures, 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 elevations (Please identify w JA
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 verify the SHWT prior
to submittal, [phone].)
NtA
NIA
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 21-1.1003(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.
httl2://www.secretary.state.nc.us/Cori2orations/`csearch.aspx
VIL 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
httl2://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots. 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.
i t<- E=CEIVED
FormSWU-101 Version 07Jun2010 Page 5of7 DEC 13 2011

Vill. 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:Matthew Haley, El
Consulting Firm: Cape Fear Engineering, Inc.
Mailing Address:151 Poole Road Suite 100
City:Belville State:NC Zip:28451
Phone: (910 ) 383-1044
[e-mail]
Fax: (910 ) 383-1045
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 type name of person
listed in Contact Information, item In) with (print or type name of organization listed in
Contact Information, item In) 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 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.
Date:
a Notary Public for the State of
do hereby certify that
County of
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
Form SWU-101 Version 07Jun2010 Page 6 of 7
RECEIVED
DEC 13 Z011
BY:

X.. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Carl Baker
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 co en is will be r ded, and that the proposed project complies with the requirements of the
applicable sto wajVrules and A NWAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Date:
r I /�y
I, "�Y I V 1 o. r f i. S a Notary Public for the State of!�( i i h CYd i Nl¢-4 County of
0 11 S aw do hereby certify that C-0JI A ctkLf personally appeared
before me this L day of U P1 em o-0 a . and aclelow,ledge the due
execution of the application for a
stormwater permit. Witness my hand and official seal,
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY, IN
MY COMMISSION EXPIRES
SEAL
My commission expires ✓ ��fJ
Form SWU-101 Version Mun2010 Page 7 of 7
f-ECEIVED
DEC 1 3 ZO11
BY:

MEMORY TRANSMISSION REPORT
TIME :12-22-'ll 10:43
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
FILE NO.
264
DATE
12.22
10:39
TO
R 93831045
DOCUMENT PAGES
10
START TIME
12.22
10:41
END TIME
12.22
10:43
PAGES SENT
10
STATUS
OR
*** SUCCESSFUL TX NOTICE ***
Stets o! Nor[b Ca otlu
Depar[mcnl nl BnHron m¢n<and Na[umal Ruaouram
Wllmto{[oo RaLlouul Oiflas
Bevery Eova PsrJ..q Govsenor FAX COVER S1dEE'P D¢a Frasmon. Secretory
Ali -�' /i70�'�c a f 'e J /S 5 U f�/.. 2'-- !/� � SSE>s c✓
127 a�ivdfnnl U���c 1. w,..nx.nn, wflmn�Q.nn, N(: 2M9.1] a (V lnl >`JM1-721 ] a An fi4u 1 ()pponn � ATrma.�ve Ac..on IimFl.�yc,

State of North Carofin2
Department of Environment and Natural Resources
Wilmington Regional ®ice
Beverly eves Perdue, Governor FAX COVER SHEET flee Freeman, Secretary
Date:
To:
Co:
Fax:
I�
SLvd ��D9�
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
�G R /�/ •9 .r/ /.S S U r%/
d /iJ�`Sfi IZ2 dO
1 27 Cardinal Drive yxloasion, W ilinington, NC 28405 o (910) 796-72I5 o An Equal Oppoitnniiy Attirinative Action Employe r

MEMORY TRANSMISSION REPORT
TIME :12-22-'11 10:41
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
FILE NO.
263
DATE
12.22 10:38
TO
: 8 919104512927
DOCUMENT PAGES
10
START TIME
12.22 10:38
END TIME
12.22 10:41
PAGES SENT
10
STATUS
OR
*** SUCCESSFUL TX NOTICE
Slag of North Carolinm
' llepn rtmcnt o[ $nvlronmau* anA Na al Raaourco -
wum*Waterer
Ba.m ly Ea.Ks Pardus, Go..araar FAX COVER Si¢Er Dre F aew.o.., Sa�rotary
Co:
L i0/J1®�E�Eo'.✓i�
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phone: [phone]-�336

State of North CaroGian
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET
Date:
To:
Co:
Fax:
FIN
Dee Freeman, Secretary
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
12' Cardinal Drive Extension, Wflmingtoo, NC 28405 - [phone] ,, An Djual Opportunity Affirmative Action Employer

Nelson, Christine
From: Matt Haley [[e-mail]]
Sent: Wednesday, December 21, 2011 3:06 PM
To: Nelson, Christine
Cc: Thomas. [e-mail]; Towler CIV David W, Maria Jones
Subject: RE: request for additional info - Wounded Warrior Complex
Attachments: Pond #2 O&M Agreement -Revised Page 3.pdf
Christine,
The previous 0&M should be correct. Based on our phone conversation, I am sending a PDF of the revised Page 3 to
reflect the correct elevations. Please let me know if you have any questions or need anything else.
Thanks,
Matthew T. Haley - PE, LEED Green Associate
CAPE FEAR Engineering, Inc.
From: Nelson, Christine rmailto:christine.nelson(a)ncdenr.govl
Sent: Wednesday, December 21, 2011 2:04 PM
To: Matt Haley
Subject: RE: request for additional info - Wounded Warrior Complex
Matt,
In looking at the 0&M closer as I try to draft the permit, I noticed that the forebay elevations listed on page 3 do not
match the previous O&M agreement. The previous O&M listed the forebay bottom as 8 and the sediment removal
elevation as 9. 1 haven't found the pond detail for this pond in the file, but can you confirm which forebay elevations are
correct?
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Matt Haley rmailto:matt. haleyCalcaoefea rengineering.com]
Sent: Wednesday, December 21, 2011 11:59 AM
To: Nelson, Christine
Cc: Russell, Janet
Subject: RE: request for additional info - Wounded Warrior Complex
Thanks for letting me know. I should have the rest of the information to you later this afternoon or first thing tomorrow
morning.
Matthew T. Haley - El, LEED Green Associate
CAPE FEAR Engineering, Inc.
From: Nelson, Christine rmailto:christine.nelson(c)ncdenr.aovl
Sent: Wednesday, December 21, 2011 11:33 AM
To: Matt Haley
Cc: Russell, Janet
Subject: RE: request for additional info - Wounded Warrior Complex

Matt,
Just a heads up that Thomas did drop off the signed D&M today.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, December 19, 2011 12:37 PM
To: 'Matt Haley'; Towler CIV David W'; Thomas Bradshaw (Thomas. bradshawCalusmc.mil)'
Cc: Russell, Janet
Subject: request for additional info - Wounded Warrior Complex
Gentlemen,
I've attached a pdf of the request for additional information for the modification to the Wounded Warrior Complex
(SW8 070926). Please be aware that I will be out of the office starting Friday, Dec 23 and will return on Tuesday, Jan 3.
Copies of this letter will also be sent in the mail.
Let me know if you have any questions.
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

,���oo�� CAPE FEAR
'�i Engineering, Inc.
151 Poole Poed, Suite 100
Belville, NC 28451
TEL [phone]
FAX (910) W8 1045
www.capefearengineering.com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Christine Nelson
Transmittal
Date: December 21, 2011
File: 558-76 "36"
Subject: Wounded Warrior Complex
Photovoltaic Modification
Express Stormwater Add -Info Submittal
Modification to SW8 070926
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Cover Letter
2
Copy
Revised Section IV.10 Information
1
Copy
Revised Page 2 of Wet Detention Basin #2 Supplements
REMARKS Please find the enclosed documents related to Stormwater Permitting for this project.
If you have any questions please let me know. Thanks.
CC:
File 558-76 "36"
Cape Fear Engineering, Inc.
Signed:
Matthew Hale/P.E.
Received By:
RECEIVED
LpV DEC 21 2011
P5MM-76 Wounded Wainor PWMADMIMStormwater�2011-12-21 Trans on CNelsStormwater.dM B + •-- -- 15

CAPE FEAR
Engineering, Inc.
December 20, 2011
Christine Nelson
NCDENR
Water Quality Section - Stormwater
127 Cardinal Dr. Ext.
Wilmington, NC 28405
RE: Request for Additional Information
Stormwater Project No. SW8 070926
Wounded Warrior Complex — Photovoltaic Modification
Onslow County
Dear Christine,
Please find the following responses to your Request for Additional Information dated December
19, 2011 for the above referenced project.
1. We have provided the Camp Lejeune Public Works Department with anew O&M
Agreement for signature. It is our understanding that a representative of the Camp
Lejeune Public Works Department will hand deliver the completed O&M during their
Express Meetings on December 21, 2011.
2. The page used to replace Section IV.10 of the Application has been reformatted as
requested.
3. The Additional Information section of the Wet Detention Pond Supplement has been
revised to accurately reflect a 6:1 vegetated shelf.
trust that this information is sufficient to issue the subject stormwater permit. However, if you
have any questions or need any additional information please do not hesitate to contact me.
Sincerely
,�U
Matthew Haley, P.E.
CC: CFE File 558-76 "36"
:i FrIVED
IDEC 2 1 2011
151 Poole Road, Suite 100 • Belville, NC 26451 • TEL: (910)3,33-1044 • FAX: [phone]
www. capefearengineering. com
P'.155W58-76 Wounded Wwni P140 ADMIN\St...wV011.1330 NCDENR Add I nfo Ree,.. doe

�7-A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 19, 2011
Commanding Officer
MCB Camp Lejeune
c/o Carl Baker, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 070926
Wounded Warrior Complex - Photovoltaic Modificiation
Onslow, County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express modified Stormwater Management Permit
Application for the Wounded Warrior Complex on December 13, 2011. A preliminary review of
that information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
JI . Please provide a new Operation & Maintenance agreement for Pond 2. Since this pond
is being modified and a new wet detention pond supplement is necessary, a new O&M
agreement will also be needed.
2. Please re -format the pages attached to the application and used to replace Section
IV.10. Please format these into one table with several columns similar to the format of
Section IV.10.
3. Please correct the Additional Information section of the Wet Detention Pond Supplement
to accurately describe the condition of the pond. The supplement indicates that the
vegetated shelf has a slope of 10:1 and is 10 ft wide even though it appears to have
been permitted with the older style of the vegetated shelf.
4. The express additional information fee has been waived for this request for additional
information.
5. Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to December 23, 2011, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
Wilmington Regional Office
127 Cardinal Dove Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX. [phone] Customer service: 1-877-623-6748
One
N orth Ca rOj t na
Internet: hftp:l/portal.iicdenr.org
An Equal Opportunity 1 Affirmative Action Employer

Carl Baker
December 19. 2011
Stormwater Application No SW8 070926
N
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Y
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\StormWater\Permits & Projects\2007\070929 HD\2011 12 addinfo 070926
cc: Matt Haley, Cape Fear Engineering
Christine Nelson
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Monday, December 19, 2011 12:37 PM
To: 'Matt Haley'; 'Towler CIV David W'; 'Thomas Bradshaw (Thomas. bradshaw@usmc. mil)'
Cc: Russell, Janet
Subject: request for additional info - Wounded Warrior Complex
Attachments: 2011 12 addinfo 070926.pdf
Gentlemen,
I've attached a pdf of the request for additional information for the modification to the Wounded Warrior Complex
(SW8 070926). Please be aware that I will be out of the office starting Friday, Dec 23 and will return on Tuesday, Jan 3.
Copies of this letter will also be sent in the mail.
Let me know if you have any questions.
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
910-796-7323
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

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CAPE FEAR
Engineerin151
Poole RoeC, Suite 1W
BeNille, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Christine Nelson
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: December 7, 2011
File: 558-76 "36"
Subject IMarine Corps Energy Initiative -
Wounded Warrior Site
Express Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
$4,000 Express Review Fee
2
Original &
Copy
Stormwater Management Permit Application Form
1
Original
Wet Detention Basins #2 - Supplements and Checklists
1
Copy
Stormwater Narrative and Calculations
1
Copy
USGS QUAD Map
2
Copy
Overall Project Exhibit (by Others)
3
Copy
Stormwater Plans
REMARKS Please find the enclosed documents related to Stormwater Permitting for this project. Please note that
one additional set of plans have been included for review. If possible, we would appreciate receiving
a stamped approved set once the permit has been issued. If you have any questions please call me
at 383-1044 or email me at [e-mail].
CC: Cape Fear Engineerin , Inc.
File 558-76 "36"
Signed:
t ,CMVED Matthew Haley, E,V
DEC 13 2011 Received By:
'gy: Date:
P'.\558\558d8 Wounded Warier P1400WDMIMStormwater\2011-12-07 Trans CNelson StonnwalerADC

DESIGN NARRATIVE
L GENERAL:
On behalf of NAVFAC and the Marine Corps Base Camp Lejeune (MCBCL) — Public
Works Division, Cape Fear Engineering is submitting to modify the existing State
Stormwater Permit for the Wounded Warrior Barracks and Hope and Care Center (SW8
070926) to include the improvements from the P-1400 Energy Initiative Project at
Wounded Warrior.
The project site is located within the Marine Corps Base — Camp Lejeune near
Jacksonville in Onslow County, North Carolina. The project area is approximately 2.0
acres.
The intent of this project is to complete the necessary site work to install canopy
mounted, fixed angle photovoltaic (PV) arrays in the existing Barrack parking lot and
install utility connections from the PV arrays to the Wounded Warrior BEQ, and the
Hope and Care Center.
The proposed project area is covered under an existing high density State Stormwater
Permit. Specifically, the project area is located within the drainage area of an existing wet
detention basin. This project will utilize the existing wet detention basin for stormwater
treatment.
2. EXISTING PERMIT INFO:
The project site is covered under existing State Stormwater Permit Number SW8 070926
last modified on June 28, 2011. Specifically, this project drains to Pond #2 in the
aforementioned permit. This pond was certified on May 19, 2009.
3. EXISTING SITE AND DEMOLITION:
The project site is located primarily in and immediately adjacent to the existing Wounded
Warrior Barrack parking lot.
Existing onsite vegetation consists primarily of landscape trees in the parking lot. There
is a wooded area west of the parking lot that consists primarily of pines and hardwoods.
Existing drainage patterns onsite consist of sheet flow from the parking area to a
perimeter swale which conveys runoff to an existing NCDENR permitted stormwater
facility which ultimately drains to Northeast Creek (Stream Index 19-16-(3.5), Stream
Class: SC;HQW;NSW)
There are no wetlands within the proposed project boundary
DEC 0 1 Z011
BY:-

4. PROPOSED IMPROVEMENTS:
Proposed improvements include construction of canopies to support the photovoltaic
panels with associated foundations, super structure, cut and replace asphalt, underground
electric and communication lines and other miscellaneous appurtenances
5. DRAINAGE CONSIDERATIONS:
The drainage will continue to follow existing drainage patterns where stormwater sheet
flows from the parking area into a perimeter Swale which conveys runoff to NCDENR
permitted stormwater facilities.
6. EXISTING WET DETENTION BASIN #2:
This modification does not make any changes to the previously permitted Wet Detention
Basin #2. All elevations, surface areas, volumes, and outlet structure configurations and
elevations remain unchanged from the previously permitted and certified values.
The proposed modification does result in a small increase of additional impervious within
in the Pond #2 drainage area. Revised water quality calculations have been prepared to
demonstrate that the existing system has the ability to treat the additional runoff.
7. EROSION CONTROL CONSIDERATIONS:
Unless otherwise indicated, all vegetative and structural erosion and sediment control
measures shall be constructed and maintained according to the minimum standards and
specifications of the North Carolina Erosion and Sediment Control Planning and Design
Manual.
Temporary erosion control measures consisting of silt fence, inlet protection, stone
construction entrances and temporary seeding will be implemented and maintained
during construction for all project features. Temporary control measures are shown on the
plans.
These temporary measures will be located within the site to contain sediment runoff
expected from construction operations. Implementation of temporary control measures
will require adjustments and/or additions by field personnel to the initial proposed
sediment control plan for construction.
All temporary erosion control and sediment control measures shall remain in place until
the project site is brought to final grade and permanent stabilization is established.
Permanent measures to consist of seeding and grassing. All areas disturbed by
construction shall be stabilized with permanent vegetation immediately following
finished grading.

Russell, Janet
From: Matt Haley [[e-mail]]
Sent: Thursday, December 01, 2011 8:14 AM
To: Russell, Janet
Cc: Maria Jones; Perry Davis
Subject: Wounded Warrior - Express Stormwater Request
Attachments: 2011-12-01 EXPRESS STORMWATER NARRATIVE.pdf; 2011-12-01 WW-EXPRESS
REQUEST.pdf; 2011-12-01 WW-SITE PLAN.pdf
Janet,
1 would like to request an Express Stormwater Submittal Meeting for the Marine Corps Energy Initiative - Wounded
Warrior Site Project. Please find the attached Express Request Form, Project Narrative, and Site Plan. Please note that
this is a modification to stormwater permit SW8 070926.
Please let me know if you have any questions or need any additional information prior to scheduling the Express Review
for this project.
Thanks,
Matthew T. Haley - El, LEED Green Associate
CAPE FEAR Engineering, Inc.
matt. halev(a)car)efearenaineerina.com
C: 910.639.5987
0: 910.383.1044 ext. 136
F: 910.383.1045
RECEIVED
DEC 0 1 2011
BY:____

Stormwater
Narrative
Subject:
Express Submittal Request
For
P-1400 Marine Corps Energy Initiative
Wounded Warrior Site
Camp Lejeune, North Carolina
Prepared for
Marine Corps Base Camp Lejeune
Public Works Division
Date: December 1, 2011
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
NC License No. C-1621
RECEIVED
DEC 13 2011
F3Y;

DESIGN NARRATIVE
1. GENERAL:
On behalf of NAVFAC and the Marine Corps Base Camp Lejeune (MCBCL) — Public
Works Division, Cape Fear Engineering is submitting to modify the existing State
Stormwater Permit for the Wounded Warrior Barracks and Hope and Care Center (SW8
070926) to include the improvements from the P-1400 Energy Initiative Project at
Wounded Warrior.
The project site is located within the Marine Corps Base — Camp Lejeune near
Jacksonville in Onslow County, North Carolina. The project area is approximately 2.0
acres.
The intent of this project is to complete the necessary site work to install canopy
mounted, fixed angle photovoltaic (PV) arrays in the existing Barrack parking lot and
install utility connections from the PV arrays to the Wounded Warrior BEQ, and the
Hope and Care Center.
The proposed project area is covered under an existing high density State Stormwater
Permit. Specifically, the project area is located within the drainage area of an existing wet
detention basin. This project will utilize the existing wet detention basin for stormwater
treatment.
2. EXISTING PERMIT INFO:
The project site is covered under existing State Stormwater Permit Number SW8 070926
last modified on June 28, 2011. Specifically, this project drains to Pond 42 in the
aforementioned permit. This pond was certified on May 19, 2009.
3. EXISTING SITE AND DEMOLITION:
The project site is located primarily in and immediately adjacent to the existing Wounded
Warrior Barrack parking lot.
Existing onsite vegetation consists primarily of landscape trees in the parking lot. There
is a wooded area west of the parking lot that consists primarily of pines and hardwoods.
Existing drainage patterns onsite consist of sheet flow from the parking area to a
perimeter swale which conveys runoff to an existing NCDENR permitted stormwater
facility which ultimately drains to Northeast Creek (Stream Index 19-16-(3.5), Stream
Class: SC;HQW;NSW)
There are no wetlands within the proposed project boundary.
(DECEIVED
DEC 13 Z011
BY:

4. PROPOSED IMPROVEMENTS:
Proposed improvements include construction of canopies to support the photovoltaic
panels with associated foundations, super structure, cut and replace asphalt, underground
electric and communication lines and other miscellaneous appurtenances
5. DRAINAGE CONSIDERATIONS:
The drainage will continue to follow existing drainage patterns where stormwater sheet
flows from the parking area into a perimeter swale which conveys runoff to NCDENR
permitted stormwater facilities.
6. EXISTING WET DETENTION BASIN #2:
The existing Wet Detention Basin #2.was previously permitted at 85% TSS removal.
This modification proposed to convert Basin #2 to a 90% TSS removal pond.
This modification does not make any additional changes to the previously permitted Wet
Detention Basin #2. All elevations, surface areas, volumes, and outlet structure
configurations and elevations remain unchanged from the previously permitted and
certified values.
The proposed modification does result in a small increase of additional impervious within
in the Pond #2 drainage area. Revised water quality calculations have been prepared to
demonstrate that the existing system has the ability to treat the additional runoff while
treating for 90% TSS removal..
7. EROSION CONTROL CONSIDERATIONS:
Unless otherwise indicated, all vegetative and structural erosion and sediment control
measures shall be constructed and maintained according to the minimum standards and
specifications of the North Carolina Erosion and Sediment Control Planning and Design
Manual.
Temporary erosion control measures consisting of silt fence, inlet protection, stone
construction entrances and temporary seeding will be implemented and maintained
during construction for all project features. Temporary control measures are shown on the
plans.
These temporary measures will be located within the site to contain sediment runoff
expected from construction operations. Implementation of temporary control measures
will require adjustments and/or additions by field personnel to the initial proposed
sediment control plan for construction.
All temporary erosion control and sediment control measures shall remain in place until
the project site is brought to final grade and permanent stabilization is established.
RECF_,TVED
DEC 1 8 ZU11
BY:

Permanenr--measures to consist of seeding and grassing. All areas disturbed by
construction shall be stabilized with permanent vegetation immediately following
finished grading.
8. PROPOSED PV STRUCTURE DESIGN
The proposed design has openings along all sides of each individual panel. These opening
have been provided to all stormwater runoff to flow through the structure and to the
ground beneath. Therefore, each structure should function similar to raised wooden
decking which is considered pervious.
Calculations comparing the percentage of open space provided by the proposed design to
typical raised wooden decking have been provided. These calculations indicate that the
proposed design will provide a higher percentage of open space that typical raised
wooden decking.
The proposed structures are supported by 30-inch diameter concrete columns. The
columns that are located outside of the parking area have been considered impervious.
"FTVED
DEC l 3 Z011

WATER QUALITY CALCULATIONS
RECEIVED
DEC 13 2011
BY:

WET DETENTION DA51N DATA SHEET
r DESIGN CALCULATIONS FOR
WOUNDED WARRIOR
EXISTING POND #2
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (A1):
BUILDINGS
5TREET5
PARKING
SIDEWALKS
OTHER
RESERVE:
TOTAL:
PERCENT IMPERVIOUS (1)
DATE: 1 11261201 1
PROJECT NO.: 558-7G
DESIGNED BY: MTN
2G2,G 15 50. IT
31,799
SO.
FT
5,07G
50.
FT
54,942
5Q.
FT
3,2G9
50.
IT
340
50.
IT (32-30" CAISSONS AND INV. PAD)
30,000 SO. FT
155,42G SO. FT
I = Ad/Ai = 59. 1 8%
CALCULATE AVERAGE DEPTH (Davg):
AVERAGE DEPTH WAS DETERMINED TO BE 3. 1 1 FEET AT
THE TIME OF ORIGINAL PERMITTING.
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND #2 SHALL HAVE A DEPTH OF 3.0' AND BE DESIGNED TO REMOVE 90% T55.
INTERPOLATION OF TABLE 10-2 IN NCDENR 5TORMWATER BMP MANUAL
(aD DEPTH = 3.0'
% IMP.
5A/DA
50
5.GO
59.15
G.89
GO
7.00
5A/DA= G.89%
5A,o = 15,053 5F. = 0.42 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (ELEV. 14.00) = 18,345 5F
5A PROV'D= 18,345 > 18,083 =5A REQ'D OK
P:\558\558-7G Wounded Warrior P I400\CALC5\EX15TING POND #2
RECEIVED
DEC 13 2011
BY:
EX15TING POND # I
DATA SHEET
PAGE I OF 3

MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELER):
Rv=0.05 +O.O09 * (I)
Rv= 0.582G5G
VOLUME = 1.5"'Rv'Ad
VOLUME = 0.439090 AC -FT
19,127 fT ^ 3
VOLUME PROVIDED AT TEMPORARY POOL:
TEMPORARY POOL VOLUME PREVIOUSLY PERMITTED AS 20,318 CF
THIS PERMIT MODIFICATION DOES NOT MAKE ANY CHANGES TO
THE PREVIOUSLY TEMPORARY POOL VOLUME.
VOL. PROV'D= 20,318 > 19,127 =VOL. REQ'D OK
FOREBAY SIZING:
PERMANENT POOL VOLUME:
PERMANENT POOL VOLUME PREVIOUSLY PERMITTED AS 57,130 CF
THIS PERMIT MODIFICATION DOES NOT MAKE ANY CHANGES TO
THE PREVIOUSLY PERMITTED FOREBAY,
CHECK FOREBAY VOLUME:
FOREBAY VOLUME PREVIOUSLY PERMITTED AS 15,872 CF
THIS PERMIT MODIFICATION DOES NOT MAKE ANY CHANGES TO
THE PREVIOUSLY PERMITTED FOREBAY.
EXISTING POND # I
DEC 13 2011 DATA 5HEET
PAGE 2 OF 3
P \558\558-7G Wounded Wa,., Pi 400\CALC5\P 15TING POND #2

ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
' NOTE: ORIFICE 51ZED TO DRAWDOWN THE TEMPORARY POOL IN 2-5 DAYS
Q2= 0. 1 1 OG9 CF5 (FOR 2 DAY DRAWDOWN)
05= 0.04427 CF-9 (FOR 5 DAY DRAWDOWN)
OR EL.= 14 (PERM. POOL EL.)
TEMP. POOL EL. = 15.00 (OUTLET EL.)
ORIFICE DIAMETER = 2.5 IN.
Q PROV'D= Cd'A'(26jh)^ 1/2 WhERE: Cd= 0.G
A= 0,03409 5F
g= 32.2 FP5/5
h= (TEMP POOL -NORMAL POOL)/3
= 0.33333
Q PP.OV'D= 0.0947G
Q2> 0.0947G >Q5 OK
DRAWDOWN TIME:
TIME = VOLUME = 19127 = 2.34 DAYS
Q PROV'D 0.0947G
P:656\558-76 Wounded Warrior P14001CALC5\EX15TING POND M2
RECEIVED
DEC 13 2011
BY:
EX15TING POND # I
DATA 5HEET
PAGE 3 OF 3

0.4375'
TYPICAL SOLAR PANEL
TOTAL AREA = 4,077.2778 SQ IN
PANEL AREA = 3,973.6888 SQ IN
PERCENT COVERED = 97.46 %
PERCENT OPEN = 2.54 %
RECEIVED
DEC 13 2011
BY:
m
TYPICAL WOOD DECKING
TOTAL AREA = 3,950.7750 SQ IN
DECK AREA = 3,862.98 SQ IN
PERCENT COVERED = 97.78 %
PERCENT OPEN = 2.22 %
io'