SW8090630_HISTORICAL FILE_20120529

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 �04, 30
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
0 5 Z?
YYYYMM DD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
May 29, 2012
Carl H. Baker, Deputy Public Works Officer
USMCB Camp Lejeune
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 090630 Mod..
New Base Entry Road P-1382, P-1383 and P-1384
Higgh Density Permit - Overall Low Density Linear Road Project with
BMP's for the Collected Areas and Areas of Higher Density
Onslow County
Dear Mr, Baker:
The Wilmington Regional Office of the Division of Water Quality received a complete modification to the previously issued
Stormwater Management Permit for the New Base Entry Road P-1382, P-1383 and P-1384, on May 24, 2012. Staff
review of the plans and specifications has determined that the modified proJJ'ect, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A t�fCAC 2H.1000. We are forwarding modified
Permit No, SW8 090630, dated May 29, 2012, for the construction of the built -upon areas and BMP's for the subject
project.
The modification covered by this permit includes the addition of a parking area and the modification of two driveway
connections to Hospital Corps Road resulting in a net increase of 10,274 square feet of impervious surface. Please add
the enclosed plan sheet to the existing plan set for this stormwater project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development approval issued by
the Division of Water Qualityy under Article 21 of Chapter 143 of the General Statutes, which is current and valid at any
point between January 1, 2008, and December 31, 2010. The law extends the effective period of any stormwater ppermit
that was set to expire during this time frame up to three (3) years from its current expiration date. On August 2, 2010, the
Governor signed Session Law 2010-177, which granted an extra year for an extension of up to four (4) years.
This permit shall be effective from the date of issuance until February 8, 2020, 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 150B o{the North Carolina General Statutes, and must be filed with t e 0 H 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 91 L31
3000, or visit their website at wvvw.NCOAH.com. Unless such demands are made this permit shall be final and binding,
If yyou have any questions, or need additional information concerning this matter, please contact Chris Baker at (910) 796-
7215.
Sin rely,
,(For Charles aki�No ld, PPE., Director
Division of Water Quality
GDSlcsb: S:IWQSIStormwaterlPermits & Projects120091090630 HDl 2012 05 permit 090630
cc: Bryan Dick, P. E., AECOM
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, wifmington, North Carolina 28405 One 1
Phone: [phone] FAX: [phone] Customer Service: 1-877.623-6748 NorthCaroli ']a
Internet: www.ncwaierquality.org Natumllry
An Fnu-I r)n—It'-n;N 1 AfRrm S— A,fi— P-1—P,

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT WITH
BMP's FOR THE COLLECTED AREAS AND AREAS OF HIGHER DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
I��:T��iTC►'T.�C�7�1b�L�l:;L�:l't : � � ��ia�
USMCB Camp Lejeune
New Base Entry Road P-1382, P-1383 and P-1384
NC 24 to Piney Green Road, MCB Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of an overall 24% low density development and three
(3) wet detention ponds to treat the collected areas and the areas with a higher density, in
compliance with the provisions of Session Law 2008-211 and Title 15A NCAC 2H .1000
(hereafter collectively and separately referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 8, 2020 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. The overall tract built -upon area percentage for the project must be maintained at 24%.
This project is permitted for a maximum of 4,689,224 square feet of BUA. A total of
4,546,082 square feet is currently proposed and covered by this permit. A plan revision or
modification to this permit is required for any additional BUA beyond 4,546,082 square
feet.
3. The stormwater systems proposed to treat the runoff generated by the designated
collection systems have been approved for the management of stormwater runoff as
described in Section 1.10 of this permit.
4. The low density portion of this project utilizes a linear road project with roadside swales to
treat runoff. Swales must be designed to pass the peak flow from the 10 year storm at a
non -erosive velocity and be maintained with a dense vegetated cover.
5. Stormwater runoff that is directed to flow through wetlands shall flow into and through
these wetlands at a non -erosive velocity of 2 fps or less.
Page 2of8

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
6. The road construction is broken up into three Contracts, A, B and C. The maximum BUA
of 4,689,224 square feet covers all three contracts. This permit also covers the seven (7)
wet detention ponds, A-1, A-2, A-3, B-1, B-2, C-1 and C-2 that will serve the collected
portions of the project.
7. A 50-foot-wide vegetated buffer shall 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 rivers and streams and the mean high waterline of tidal waters.
Except for water dependent uses such as bridges, no built -upon area shall be located
within the buffer.
8. Within the low density portions of the permitted project, the only runoff conveyance
systems allowed will be vegetated conveyances. The minimum side slope for non -curb
outlet swales is 3:1 (H:V) as defined in the stormwater rules and as shown on the
approved plan.
9. No piping shall be allowed except those amounts shown on the approved plan.
10. The runoff from the collected portions within this overall low density project is being
treated in seven (7) wet detention ponds. The following design elements have been
permitted for the wet detention pond stormwater facilities, and must be provided in the
system at all times.
Pond Number
A-1
A-2
A-3
B-1
B-2
C-1
C-2
a.
Drainage Area, acres:
2.77
2.79
10.96
1.17
1.57
2.77
1.91
Onsite, ft2:
120,575
121,731
477,373
50,843
68,605
120,837
82,995
Offsite, ft2:
0
0
0
0
0
0
0
b.
Total Built Upon Area, ft2:
92,623
92,929
226,917
36,969
42,365
92,322
66,427
Road, ft2:
92,623
92,929
161,738
36,969
42,365
92,322
66,427
Buildings, ft2:
0
0
10,695
0
0
0
0
Parking, ft2:
0
0
49,846
0
0
0
0
Sidewalk ft2:
0
0
4,638
0
0
0
0
Offsite, ft�:
0
0
0
0
0
0
0
c.
Average Design Depth, feet:
3.5
3.5
3.5
3.0
3.0
3.0
3.0
d.
TSS removal efficiency:
90%
90%
90%
900/0
900/0
90%
90%
e.
Design Storm, inches:
1.5
1.5
1.5
1.5
1.5
1.5
1.5
f.
Permanent Pool Elev., FMSL:
7.50
16.50
17.0
10.5
8.5
5.0
1.5
g.
Permanent Pool Area, ft2:
12,406
13,346
25,785
6,061
10,724
11,141
8,140
h.
Permitted Storage Volume, ft3:
13,966
14,916
28,583
4,987
5,927
17,479
13,444
i.
Storage Elevation, FMSL:
8.50
17.50
18.0
11.2
9.0
6.3
2.9
j.
Controlling Orifice, pipe O, in.:
2.0
2.0
3.0
1.25
1.5
2.0
1.5
k.
Controlling Orifice flowrate. cfs:
0.058
0.058
0.128
.019
.023
.067
.039
I.
1 yr 24 hr pre-dev. Q peak, cfs:
1.97
1.99
7.8
0.83
1,12
1.97
1.36
m.
Permanent Pool Volume, ft3:
33,888
39,365
80,652
13,520
26,990
27,923
17,551
n
Forebay Volume, ft3:
6,099
7,715
15,041
2,878
5,692
5,222
3,426
o.
Maximum Fountain Horsepower:118
118
114
0
0
0
0
p.
Receiving Stream:
------Northeast Creek------
-13carhead Creek-
-Wallace
Creek-
q.
River Basin:
WOK02
WOK02
WOK02
r.
Stream Index Number:
19-16-(3.5)
19-20-1
19-20
s.
Classification of Water Body:
"SC HQW NSW''
"SB NSW"
"SB NSW"
II. SCHEDULE OF COMPLIANCE
1. No one shall fill in, alter, or pipe any drainage feature (such as swales) shown on the
approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
2. The permittee is responsible for monitoring the project on a routine basis to verify that the
proposed built -upon area for the project does not exceed the maximum allowed by this
permit.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 090630 Mod,
3. 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.
4. 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.
5. The runoff from all built -upon area within the individual drainage areas of the high density
collected portions of the project must be directed into the appropriate permitted
stormwater control system.
6. 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 the approved plans, regardless of size.
b. Redesign or construction of additional built -upon area in excess of the amount
covered by this permit.
C. Further development, subdivision, acquisition, 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.
e. The construction of BUA within any designated future areas.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection systems, swales and BMP's must be located in either public
rights -of -way or dedicated common areas or recorded easements. The final plats for the
project must be recorded showing all such required easements, in accordance with the
approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. 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.
11. 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.
12. Unless otherwise shown, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
13. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The permanent pool volume is a minimum of 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
d. The falling water from the fountain must be centered in the pond, away from the
shoreline.
e. The maximum horsepower for the fountain's pump is described in Section 1.9 (o) of
this permit.
14. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its entirety
and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
a. Access to all components of the system must be available at all times.
15. Records of maintenance activities must be kept by the permittee. The records will indicate
the date, activity, name of person performing the work and what actions were taken.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer. Records
of maintenance activities performed to date will be required.
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 shall submit a
completed and signed "Name/Ownership Change Form" to the Division of Water Quality,
along with the documents as listed on page 2 of the form. The project must be in good
standing with DWQ. 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 of the terms and conditions of this
permit until such time as the Director approves the transfer request. Neither the sale of
the project nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
3. 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.
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), which have jurisdiction.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
5. 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.
6. 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.
7. 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. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
9. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. 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 renewal application,
appropriate documentation and the required processing fee.
Permit modified and reissued this the 29th day of May, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for unarles yYaK11a, F. t., uirector
Division of Water Quality,
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
New Base Entry Road P-1382, P-1383 and P-1384
Stormwater Permit No. SW8 090630 Mod.
Onslow_County
Designer's Certification
Page 1 of 2
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7of8

State Stormwater Management Systems
Permit No. SW8 090630 Mod.
Certification Requirements: Page 2 of 2
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/bypass 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/bypass 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 per the approved plans.
.13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf, a forebay,
and the vegetated filter.
_15. The required dimensions of the system are provided, per the approved plan.
CC' NCDENR-DWQ Regional Office
Page 8of8

Dap-, Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ 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
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.):
New Base Entry Point and Road (P1382,1383. and 13841. U.S. Marine Corps, Camp Leieune (includes
Hospital Corps Road)
2. Location of Project (street address):
U.S. Marine Corps Base, Camp Lejeune _
City:USMCB Camp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
Heading North into Jacksonville on US 17, turn onto NC24 toward Camp Lejeune. The new base entry road is
located to the right before the2edestrian bridRe_over Rte 24 between Ellis Road and Bell Fork Road. Hospital
Corps Road is located on base off Brewster Blvd. across from Stone Street. Use the main enm gate to Camp
Lejeune off Rte 24 onto Holcomb Blvd, turn right on Brewster Blvd. and go approx. 0.8 mi. _
4. Latitude:34° 44' 40" N Longitude:77° 23' 30" W of the main entrance to the project.
IL 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 numberSW8090630 , its issue date (if known)May_10, 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
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 ®Sedimentation/ Erosion Control: 199 Contract A/TBD Contract B & C
ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts 5.98 ac wetlands, 2228 of streams
F
Form SWU-10l Version 07Jun2010 Page I of 6 I MAY 2 4 Z01Z

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:Erosion & Sediment Control Permit ONSLO-2010-104, issued April 20,
2010 (revised permit issued June 28, 2010 and September 16, 2010); 401 WQ Certification No. 3836 issued
September 28, 2010; 404 Permit SAW-2010-00436 issued October _14, 2010. _
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:Commanding Officer, Marine Corps Base, Camp Leieune
Signing Official & Title:Carl Baker, Deputy Public Works Officer
b.Contact information for person listed in item I above:
Street Address:Blde 1005 Michael Rd.
City:MCB Camp Leieune State:NC Zip:28547
Mailing Address (if applicable):
City:
Phone: 9{ 10 )- 451-2213
Email:[e-mail]
State: Zi
Fax: (910 ) 451-2927
Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact information, item 2a and 2b below)
❑ Purchaser* (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):
city:
Phone: ( )
Email:
State:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Andrew B. Wilson, EIT, AECOM _
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:701 Corporate Center Drive
City:Ralei h State:NC Zip:27607
Phone: l919 } 854-6225 - _ Fax: t919 - } 854-6259
Form SWU-101 Version 07Jun2010 Page 2 of Y
MAY 2 4 Z01Z

Email:andrewb.wilson©aecom.com
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Low density sections of the roadway will use sheet flow, roadside swales, and pre -formed scour holes. High
density areas will include in addition to the above some piping,that will discharge to a structural BMP such
as wet detention basinZoond,-prior to discharge.
The additional stormwater runoff generated from the additional 10,274 sf of impervious surfaces associated
with this modification will be utilize sheet flow into exisitng roadside swales draining to the low density
section of roadway.
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.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 448.54 acres 5. Total Coastal Wetlands Area: 1.96 acres
6. Total Surface Water Area: 12.29 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area`:434.29 acres
Total project area shall be calculated to exclude thefollowing. the nortnal pool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward front the NHW (or MHm line. ne 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 = 23.27 UPDATE
9. Flow many drainage areas does the project have?8 (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.
MAY 2 4 Z01Z
Form SWU-101 Version 07,1un2010 Page 3 of

Basin Information
Drainage Area
LD
Drainage Area
Al
Drainage Area
A2
Drainage Area
A3
Receiving Stream Name
New River
Northeast Creek
Northeast Creek
Northeast Creek
Stream Class *
SB, HQW, NSW
SC, HQW, NSW
SC, HQW, NSW
SC, HQW, NSW
Stream Index Number *
19-(10.5)
19-16-(3.5)
19-16-(3.5)
19-16-(3.5)
Total Drainage Area (so
19,538,433
120,575
121,731
477,373
On -site Drainage Area (so
19,538,433
120,575
121,731
477,373
Off -site Draina ge Area (so
0
0
0
0
Proposed Impervious Area** (so
4,546,082
UPDATE
92,623
92,929
226,917
% Impervious Area*` total
23.27 UPDATE
76.8
76.3
47.5
Impervious— Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/ Lots (so
11,516
10,695
On -site Streets (so
4,064,068
UPDATE
92,623
92,929
161,738
On -site Parking (so
49,846
49,846
On -site Sidewalks (so
358,901
4,638
Other on -site (so
Future (sf)
Off -site (sf)
Existing BUA*** (so
61,751
Total (so:
4,546,082
UPDATE
92,623
92,929
226,917
Strearn Class and Index Number can be determined at: ktty,AortaI.ncdenr.or web/wgfps/csu/classiti ations
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 arnount 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 BLIA.
11. How was the off -site impervious area listed above determined? Provide documentation. n a
Projects in Union County: Contact D 6VQ Central 4fJice 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 NCQC 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 httn://nortal.ncdenx.ore/web/wo/ws/su/bmn-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 13MP
checklists are available from http:l/Rortal.ncdenr.org/web/wq/ws/su(statesw/`­forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/`wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://12ortal.ncdenr.org/web/wg/ws/su/statesw/forrns docs.
s
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 CovenantsWT
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
Form SWU-101 Version 07Jun2010 Page 4 of 7 MAY 2 4 202

Supplement to Stormwater Permit SW8090630
MCB Camp Lejeune Base Entry Point and Road
Basin Information
Drainage Area B1
Drainage Area B2
Drainage Area C1
Drainage Area C2
Receiveing Stream
Bearhead Creek
Bearhead Creek
Wallace Creek
Wallace Creek
Stream Class
SB, NSW
SB, NSW
SB, NSW
SB, NSW
Stream Index Number
19-20-1
19-20-1
19-20
19-20
Total Drainage Area (sf)
50,834
68,605
120,837
82,995
On -Site Drainage Area (sf)
50,834
68,605
120,837
82,995
Off -Site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area (sf)
36,969
42,365
92,322
66,427
Impervious Area (total)
72.7
61.8
76.4
80
Impervious Surface Area
On -Site Building/Lots (sf)
On -Site Streets (sf)
36,969
42,365
92,322
66,427
On -Site Parking (sf)
On -Site Sidewalks (sf)
Other On -Site (sf)
Future (sf)
Off -Site (sf)
Existing BUA (sf)
Total (sf)
36,969
42,365
92,322
66,427

'4
Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.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.)
A detailed narrative (one to two pages) describing the stormwater treatment/management
for
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'/z
V�
mile radius on the map.
Sealed, signed and dated calculations.
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 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.
1. 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).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
AQ
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 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 far DWQ to verify the SHVVT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: Page No:
1JA
For corporations and limited liability corporations (LLC): Provide documentation from the NC
I'll,
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.secretary.state.ne.us/Corporations/CSearch.as]2x
Form SWU-101 Version 07.1un2010 Page 5 of 7
- . / —
May 2 4 �412
I

'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
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. 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 Engincer:Andrew B. Wilson, Ell'
Consulting Firm: AECOM Technical Services Inc.
Mailing Address:701 Corporate Center Drive - Suite 475
City:Ralei -,h
Phone: [phone]
Email:AndrewB.W iison®AECOM-.com
State:NC Zip:27607
Fax: (919 ) 854-6259
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Infornation, iteni 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listed in Contact Information, item 1a) with (print or type natne of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
MAY 2 4 202
Form SWU-101 Version 07lun2010 Page 6 of 7

'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.
Signature: Date:
I, _ a Notary Public for the State of __. County of
do hereby certify that personally appeared
before me this .—day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires.
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Information, item 1a) _ Cyr I H, jVotker
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 enants will be recorded, and that the proposed project complies with the requirements of the
applicable storpw ter rules under 15t*A(;�2H .1000, SL 2006-246 (Ph. lI - Post Construction) or SL 2008-211,
Signature:
Date: � �� —1011
[, sYi Ut QJ Nor-ri s a Notary Publicforthe State of �1,1D4C ►�U1�4County of
OAS( to do hereby certify that C4 -<XC L • `IQK21r personally appeared
before me this L � ay of .00I Z, and ac owledge the due execution of the application for
a stormwater permit. Witness m hand and official seal,
E
YLivOTARY PUB!1C
LOW COUNTY&'115
SSION EXPIRES
SEAL
My commission expires 3 )—o t*
MAY 2 4 101Z
Form SWU-101 Version 07Jun2010 Page 7 of 7

Central Fites: APS SWP
05/29/12
Permit Number SW8090630
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Minor modification
Permit Type
Version Permit Classification
State Stormwater
1.40 Individual
Primary Reviewer 1
Permit Contact Affiliation
chris.baker
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facili
Facility Name Major/Minor Region
Base Entry Point and Road P1382 P1383 and Minor Wilmington
P1384 Camp Lejeune
Location Address County
New Base Entry Rd Onslow
Camp Lejeune NC 28547 Facility Contact Affiliation
Owner
Owner Name
Commanding Officer US Marine Corps - Camp Lejeune
Dates/Events
Owner Type
Government - Federal
Owner Affiliation
Carl H. Baker Jr.
Deputy Director Public Works of
1005 Michael Rd
Camp Lejeune NC
285472521
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
02/08/10 05/24/12 05/29/12 05/29/12 02/08/20
Regulated Activities Reauested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
State Stormwater - Low Density Deed restriction received
Outfall NULL
, Waterbody Name Stream Index Number Current Class Subbasin

MEMORY TRANSMISSION REPORT
.Q
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
TIME :05-30-'12 15:52
FAX N0.1 :910-350-2018
NAME :DENR Wilmington
724
05.30 15:40
R 919102154591
8
05.30 15:50
05.30 15:52
8
OK
*** SUCCESSFUL TX NOTICE ***
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wffm�nga,a ltaamnak omce
B�wr{y F-�rr•rs P�►eAv�. Qav4roor N'AX COVER 31.iEE1' der .F�rw�oar, Secretary
No_ Pages ccxcl_ a;over):
From_ Jo CnAmer
129 c—lin.1 13Av L;. ...i.., wlin.ing[a . NC 2.s403 - [phone] + -. B.q""I Oppar ftlw ^rrumutiva k=jo Umy.i..ynr
IN

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: ._. ✓ �/� 7� No. Pages (excl. cover):
To: �P '/� From: Jo Casmer
Co: ///�l�,f' /�S l/C?"�v� Phone: [phone]__
Fax: ��� " 21`�/ Fax: [phone]
Re:
".--z-II/
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] 0 An Equal Opportunity Affirmative Action Employer

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
SECTION SWP DATE/TIME
NAME �_ t ��,n _ REPRESENTING
I
Guidelines for Access: The stab` of the Regional Office is dedicated to making public recordsin our
custody readily available to the public for review and copying. We also have the responsibility to the public
to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the
following before signing the form.
J . - Due to the large public demand for fiie accr-.-). vie request th.at you call at least a day in
advance to schedule'an appointment for file review so you -can be accommodated.
Aoaointments are scheduled between 9:00 a.m. and 3.00 p.m. Viewing time ends at 4_45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
.3. You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25 or less copies.; cost per copy after the initial 25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases large totes etc. are permitted in the file review area. To remove, alter;
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer -must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME COUNTY
2.
3.
4,
5.
Signature/Name of Firm or Business Date Time In Time Out
(Please attach business card to form if available)
tk Copes- Amt. Pd:

STATE OF NORTH CAROLIINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION Q AM(_1't'1Uj P-'^'_�
TIME/DATE�
NAME
RI:PR ESENI']NG
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records lij
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies. 'There is no
charge for 25 or less copies. Payment may be made by check, money order, or cash -at the
reception desk. Copies can also be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00, No briefcases, large totes, etc. are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
e-. 2) PrS e5d 0 . - L�r� S IQ l C
2.
3.
4.
5.
l
Signature 4d Na of F Business Date Time In Time Out
Please attach a busi ass carito this form
COPIES MADE _ PAID INVOICE

STATE OF NORT14 CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
. FILE ACCESS RECORD
SECTION q) U3 Q S 'Ioo t trL'o Pr
TIME/DATE (j q!_b 12cL
NAME r ��
RFPR.I.SFNTING S� S, S t
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following -guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving, without an
appointment may view the tiles to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies. There is no
charge for 25 or less copies. Payment may be made by check money order, or cash at the
reception desk. Copies can also be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc. are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME
COUNTY
1. '_�Pvse�oL-J
2.
4.
5.
'J 1 3
Signatur and N c of Firrn/Business Date Time In Time Out
Please attach a business card to this form
COPIES MADE 11) PAID fNVOICE

RK%K
JEFF MEADOR, PE
Project Engineer
[e-mail]
Ai