SW8090630_HISTORICAL FILE_20100208

NORTH CAROLINA
Department of Environmental Qua!

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o(,3a
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2_0 /o ozo b
YYYYM M DD

1 APF;%
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 8, 2010
Carl Baker, Deputy of Public Works
USMCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 090630
New Base Entry Road P-1382, P-1383 and P-1384
Overall Low Density Linear Road Project with
BMP's for the Collected Areas
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
the New Base Entry Road P-1382, P-1383 and P-1384 on February 5, 2010. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 090630, dated February 8, 2010, for the construction of the subject
project.
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 upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. 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
Linda Lewis, or me at [phone].
Sincerely,
-
Veoftrge4tte Scott
Stormwater Supervisor
Division of Water Quality
GDS/arl: S:1WQSISTORMWATERIPERMIT1090630.feb10
cc: Louise Slate, P.E., MacTec Engineering
Wilmington Regional Office Stormwater File
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748 NorthCarolina
Internet: www.newaterquality.org '�']"
atma//ff
An Equal Opportunity t Affirmative Action Emplop �/ Y=

State Stormwater Management Systems
Permit No, SW8 090630
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT WITH
WET DETENTION PONDS FOR THE COLLECTED AREAS
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
Carl Baker and USMCB Camp Lejeune
New Base Entry Road P-1382, P-1383 and P-1384
Route 24 between Ellis Road and Bell Fork Road, MCB Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of an overall 24% low density development
and two (2) wet detention ponds to treat the areas with a collection system, in
compliance with the provisions of Session Law 2008'211 and Title 1 SA 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:
1. 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 4,628,659 square feet of BUA.
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 1.9 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. 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 2 of 8

State Stormwater Management Systems
Permit No. SW8 090630
5. The road construction is broken up into three phases, A, B and C. The maximum
BUA of 4,628,659 square feet covers all three phases. This permit also covers
the 2 wet ponds, A-1 and A-2, that will serve the collected portions of Phase A.
The engineered systems for the collected portions of Phases 6 and C will be
submitted as modifications to this permit in the future.
6. A 50-foot-wide vegetated buffer shall be provided adjacent surface waters,
measured perpendicular to and horizontally from 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.
7. 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.
8. No piping shall be allowed except that minimum amount necessary to direct
runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access.
9. The runoff from the collected portions within this overall low density project is
being treated in 2 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.
Drainage Area, acres:
2.77
2.98
Onsite, ftz:
120,575
129,978
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ftz:
92,623
89,261
Road, ftz:
92,623
89,261
Offsite, ft2:
0
0
c.
Average Pond Design Depth, feet:
3.5
3.5
d.
TSS removal efficiency:
90%
90%
e.
Design Storm, inches:
1.5
1.5
f.
Permanent Pool Elevation, FMSL:
7.50
16.50
g.
Permitted Surface Area @PP ftz:
12,406
13,346
h.
Permitted Storage Volume, ftz:
13,966
14,916
i.
Storage Elevation, FMSL:
8.50
17.50
j.
Controlling Orifice:
2" O pipe
2"0 pipe
k.
Controlling Orifice flowrate. cfs:
0.058
0.058
I.
1 yr 24 hr pre-dev. flowrate. cfs:
0.107
0.115
m.
Permanent Pool Volume, ft3:
33,888
39,365
n
Forebay Volume, ft3:
6,099
7,715
o.
Maximum Fountain Horsepower:
118
1/8
p.
Receiving Stream / River Basin:
Northeast Creek 1 WOK02
q.
Stream Index Number:
19-16-(3.5)
r.
Classification of Water Body:
"SC HQW NSW"
II. SCHEDULE OF COMPLIANCE
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 verifying 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
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 drainage area of the collected
portions of the project must be directed into the 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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
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 4of8

State Stormwater Management Systems
Permit No. SW8 090630
13. 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 the fountain's pump is 118 for Pond A-1 and
Pond A-2.
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.
Ill. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 090630
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.
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. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
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 appropriate
documentation and the processing fee.
Permit issued this the 8th day of February 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,tor Coleen 1. Sullins, Director
Division of -Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 090630
New Base Entry Road P-1382, P-1383 and P-1384 Page 1 of 2
Stormwater Permit No. SW8 090630
Onslow County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been.authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 090630
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-DVVQ Regional Office
Page 8of8

DWQ USE ONLY
Date Received ACf
Fec Paid
Permit Number
-1 ZO 0 2-S- o
CX,Y� ;q(0o/a(0F
ISGv 0(0 3 O
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 Resourc, ✓q� r
Division of Water Quality •\
STORMWATER MANAGEMENT PERMIT APPLICATION FORM �70
This form pray be photocopied for use as are original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
New Base Entry Point and Road 171382 1383 and 1384 U.S. Marine Corps, Camp Lejeune includes
Hospital Corps Road)
2. Location of Project (street address):
U.S. Marine Corps Base, Camp Lejeune
City: Camp Lejeune County: Onslow . Zip: 28547
3. Directions to project (from nearest major intersection):
Heading north into iacksonville on US 17, turn onto NC 24 toward Camp Lejeune,. The new base entry road
is located to the right before the pedestrian bridge 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 entryyfate
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.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: TBD ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts 7.53 ac. wetlands 1856 If streams
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:_permits not -vet acquired
Donn SWU-101 Version 07.Iu1y2009 Page 1 of,6

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and tittle (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: U.S. Marine Corps, Camp Leoeune
Signing Official & Title: Carl Baker, Deputy of Public Works
b. Contact information for person listed in item I a above:
Street Address: Public Works Division, 1005 Michael Road
City: Camp Lejeune State: NC Zip: 28547
Mailing Address (if applicable): PSC Box 20005
City: Camp Lejeune _ State: NC Zip: 28542
Phone: ( 910 ) 451-2213 Fax: (_910- 451-2927 _
Email: carl,[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: U.S. Marine Corps, Camp „Leieune _
Signing Official & Title: Carl Baker, Deputy of Public Works
b.Contact information for person listed in item 2a above:
Street Address: Public Works Division 1005 Michael Road
City: Camp Lejeune State: NC Zip: 28547
Mailing Address (if a lyplicable):PSC Box 20005
City: Camp Lejeune State: NC Zip: 28542
Phone: (910 ) 451-2213 Fax: (910 ) 451-2927
Email: [e-mail]
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/ Organ ization:_
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: Fax:
Email:
4. Local jurisdiction for building permits: MCB Camp Lejeune _
Point of Contact: Phone #:
Form SWU-101 Version 07JuIY2009 Page 2 offr?

2, S- ZC>t 0
IV. PROJECT INFORMATION
1. In the space provided below, hiLefly 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 basin and riot to discharge.
2, a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
[] Valid Building Permit Issued Date:
❑ Other: Date:
b. Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this -project drains to the White Oak River basin.
4. 'Total Property Area: 452.2 acres 5. Total Coastal Wetlands Arew 1.9 acres
6. Total Surface Water Area: 5.7 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area`:444.6 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) title or Mean High Water
(MHM lure, and coastal wetlands tandznard from the NHW (or MHIN) line. The resultantproject area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NH (or MRK9 Line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 23.9
9. How many drainage areas does the project have? 3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area
Al
Drainage Area
A2
Drainage Area
LD
Drainage Area
Receiving Stream Name
Northeast Creek
Northeast Creek
New River
Stream Class *
SC, HQW, NSW
SC, HQW, NSW
SB, HQW, NSW
Stream Index Number*
19-16- 3.5
19-16-(3.5)
19- 10.5
Total Drainage Area (so
120,575
129,978
19,366,173
On -site Drainage Area (sf)
120,575
129,978
19,366,173
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area** (so
92,623
89,261
4,628,659
Im ervious "Area** total
76.8
1 68.7
23.9
Impervious- Surface Area
Drainage Area
Al
Drainage Area
A2
Drainage Area
LD
Drainage Area
On -site Buildings/Lots (so
On -site Streets (sf)
92,623
89,261
827,613
On -site Parkin (so
On -site Sidewalks (so
Other on -site (sf)
Future so
3,801,026
Off -site (so
Existing BUA*** (so
Total (sf):
92,623
89,261
4,628,659
* ,Stream Class and Index Number can be (Ieterttrined tit: hHp://k2o,enr.state.tic.us/binrslreWrts/rel)ortsWB.Irtitil
Form SWU-101 Version 07lu1y2009 Page 3 ofX

'Report only that anrotntt of existing BUA that will remain after deaelopnent. Do not report any existing BUA that
is to be rernoved and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Offsite impervious
area is not calculated because there is no offsite drainage into the water qualityponds and the low density
corridor with pockets of high density measures the corridor only.
Projects in Union County: Contact D141Q Central Office staff to check lithe project is located uvithin a Threatened S,
Endangered Species watershed that may be subject to more stringent slorrnwater retltrirernenis as per 1VCAC 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 [atest versions of the forms can be downloaded
from ht 1/h2o.enr.state.nc.us/su/bmp_forms.htm,
V1. 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 hft./Zh2o.enr.state.nc.usZsu/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project: on the interactive online map at http:/Lh2o.enr.state_nccus/su/msi_maps_htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enrstate.nc.us/su/bmp forms.htm.
I itials
1. Original and orte copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer gor
http:/ /w",w.envhelp.org/pages/onestopgxpress.html for information on the Express progr
and the associated fees. Contact the appropriate regional office Express Permit Coordinator
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
b. 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 t/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines_
• Delineate the vegetated buffer landward from the normal pool elevation of 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.
Form SW11-101 Version 47July2009 Page 4 of*

in. 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
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"xl1" copy of the NRCS County Soils map with th
project area clearly delineated. For projects with infiltration BMPs, the report shouId 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 verifil the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: n/a_ Page No: n/a
11, For corporations and Iimited liability corporations (LLC): Provide documentation from the NC --NJA—
Secretary of State or other official documentation, which supports the tities 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.
ttp:/ /wvvw.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:I/h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictigns. 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 1.o sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Louise Slate
Consulting Firm: MACTEC
Mailing Address:3301 Atlantic Avenue
City:Raleigh
Phone: (919 ) 831-8006
Email:[e-mail]
Sta te:NC Zip:27604
Fax: (919 ) 831-8136
1X. PROPERTY OWNER AUTHORIZATION (if Corr tact lnformatirnj, item 2 has becii filled ont, complete this
sectio►i)
I, (print or type name of person listed in Contact Infonnatnon, itent 20) , certify that I
own the property identified in this permit application, and thus I,rive permission to (print or type name of person
listed in Contact Information, item la) with (print or hjly nante of organization listed in
Contact Information, item 7h) 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.
Fonn SWU-101 Version 073u1y2009 11'age 5 (0

'VIII, CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Louise Slate
Consulting Firm: MACTEC
Mailing Address:3301 Atlantic Avenue
City:Raleigh State:NC Zip:27604
Phone: (919 _ ) 831-8006
Email:[e-mail]
Fax: (919 ) „ 31-8136
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (rat i►tl or type name of person listed in Contact Information, item 2a) Carl Baket _ 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 la) Carl Baker with (print or type name of organization listed in
Contact Information, item Ib) U.S. Marine Corps. Camp LeLetne 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.
Signature: Date:
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
Form SWU-101 Version 07July2009 Page 6 of 7

'X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) Carl Bake Deputy Public Works Officer
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 coVtynts will be recorded, and that the proposed project complies with the requirements of the
applicable stor at.r rules unde45AACAC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
Signature: 1�(/C_ Date:
I, �;-����� ✓/ ��✓.i�lrf' a Notary Public for the State of County of
elill wj / do hereby certify that /�:',^i " 6' personally appeared
before me this CIS day of r; e and acknowledge the due execution of the application for a
storrnwater permit. Witness my hand and official seal,
ALICE A BONNETTE
Notary Public
Onslow County
State of North Carolina
My Commission Expires Oct 23. 2010
SEAL
My commission expires c; " C1� -7
Forrn SWU-101 Version 07July2009 Page 7 of 7

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I. TRANSACTION REPORT P.O1
FEU-09-2010 TUE 08:29 AM
FOR: NCDENR 910 350 2004
SEND '
_I 1.iDATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP; �
A •FEB-09 08;27 AM 919198318136 1'38" 9 FAX TX OK 419 �
TOTAL : 1M 38S PAGES: 9 i
State of North Carolina
Department of Environment'and Natural Resources
;i Wilmington Regional Office
66erty !,.ava; Pirdue, Governor FAX COVER SH X4T Dee Freeman, Secretary
Date: No. Pages (excl. cover):
To, Z.0 / s e J T _ From: Jo Cas ny
Phone: [phone] - -
Fax: �l �r / IV ! Fax: - (910) 350-2a04
Re: AgGJ fie. _'15;0f Z7,* r -- R13 ?z �3 Q0— /34
127 Cardinal Drive Extnnsiori, Wilmington, NC 28405'a (910) 79&7215 ■ An Equal Opportunity Affirmative Action Employer

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--Z' % 0
No. Pages (excl. cover):
G—G a / S e TE
To:
-SZ'9�
From: ]o Canner
Co:i�G
�6-G-
Phone: (910)
796-7336
�l ! ' �3 �l3
Fax:
Fax: (910)
350-2004
Re:
1��Zo
`iarZV e-dpy ,'.,7 r77r¢1'4.
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] a An Equal Opportunity Affirmative Action Employer

I t

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET
Date: •� "` zD f 4
To: C� �' z
Co: U.S.r� c P Z&O. .rE-aod 9-
D
Dee Freeman, Secretary 40,
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: ! 49 �f S�'' Z T Z .. .. Fax: [phone]
Re: -A !�/3� �1,3d"_3 V
. tv X' 3a
127 Cardinal Drive Extension, Wilmington, NC 28405 a [phone] a An Equal Opportunity Affirmative Action Employer

t;
Lill
.7

State Stormwater Management Systems
Permit No. SW8 090630
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY DEVELOPMENT WITH
WET DETENTION PONDS FOR THE COLLECTED AREAS
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
Carl Baker and USMCB Camp Lejeune
New Base Entry Road P-1382, P-1383 and P-1384
Route 24 between Ellis Road and Bell Fork Road, MCB Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of an overall 24% low density development
and two (2) wet detention ponds to treat the areas with a collection system, 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 4,628,659 square feet of BUA.
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 1.9 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 covet. 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 2 of 8

State Stormwater Management Systems
Permit No. SW8 090630
5. The road construction is broken up into three phases, A, B and C. The maximum
BUA of 4,628,659 square feet covers all three phases. This permit also covers
the 2 wet ponds, A-1 and A-2, that will serve the collected portions of Phase A.
The engineered systems for the collected portions of Phases B and C will be
submitted as modifications to this permit in the future.
6_ A 50-foot-wide vegetated buffer shall be provided adjacent surface waters,
measured perpendicular to and horizontally from 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.
7. 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.
8. No piping shall be allowed except that minimum amount necessary to direct
runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access.
9. The runoff from the collected portions within this overall low density project is
being treated in 2 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.
Drainage Area, acres:
2.77
2.98
Onsite, ft2:
120,575
129,978
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ft2:
92,623
89,261
Road, ft2:
92,623
89,261
Offsite, ft2:
0
0
c.
Average Pond Design Depth, feet:
3.5
3.5
d.
TSS removal efficiency:
90%
90%
e.
Design Storm, inches:
1.5
1.5
f.
Permanent Pool Elevation, FMSL:
7.50
16.50
g.
Permitted Surface Area @PPS ft2:
12,406
13,346
h.
ft
Permitted Storage Volume, :
13,966
14,916
i.
Storage Elevation, FMSL:
8.50
17.50
j.
Controlling Orifice:
2"0 pipe
2" 0 pipe
k.
Controlling Orifice flowrate. cfs:
0.058
0.058
I.
1 yr 24 hr pre-dev. flowrate. cfs:
0.107
0.115
m.
Permanent Pool Volume, ft3:
33,888
39,365
n
Forebay Volume, ft3:
6,099
7,715
o.
Maximum Fountain Horsepower:
118
1/8
p.
Receiving Stream / River Basin:
Northeast Creek
/ WOK02
q.
Stream Index Number:
19-1643.5)
r.
Classification of Water Body:
"SC HQW NSW"
II. SCHEDULE OF COMPLIANCE
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 verifying 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
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 drainage area of the collected
portions of the project must be directed into the permitted stormwater control
system.
& 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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
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.
1 g. 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
13. 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 the fountain's pump is 1/8 for Pond A-1 and
Pond A-2,
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.
Page 5of8

State Stormwater Management Systems
Permit No. SW8 090630
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.
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. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
1 'I . The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 8th day of February 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for upiee . 5uiiins, uirector
Division df Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 090630
New Base Entry Road P-1382, P-1383 and P-1384 Page 1 of 2
Stormwater Permit No. SW8 090630
Onslow County
Designer's Certification
1, , 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 7 of 8

State Stormwater Management Systems
Permit No. SW8 090680
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 11.
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 8 of 8

�x'pf,?, P�-s Central Files: APS_ SWP_
02/08/10
Permit Number SWO090630 Permit Tracking Slip
Program Category status Project Type
State SW Active New Project
Permit Type
State Stormwater
Primary Reviewer
linda.lewis
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Faciii
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Camp Lejeune Base Entry Point and Road P1382 Minor Wilmington
P1383 and P1384
Location Address County
New Base Entry Rd Onslow
Camp Lejeune NC 28547 Facility Contact Affiliation
Owner Name Owner Type
Commanding Officer US Marine Corps - Camp Lejeune Government - Federal
Owner Affiliation
Carl H. Baker
Psc Box 20004
Camp Lejeune NC 285420004
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance public Notice Issue Effective Expiration
02/08/10 01/13/10 02/08/10 02/08/10 02/08/20
Regulated Activities Reauested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
State Stormwater - Low Density Deed restriction received
Additional information requested 01/21/10
Additional information received 01/27/10
Additional information requested 01129/10
Additional information received 02/05/10
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

4rMACTEC
MACTEC Engineering and Consulting
R.I. Atlantic 7604
Raleigh, NC 27604
Phone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
TO: Linda Lewis DATE: 2-5-2010
NCDENR- Stormwater Express Review PROJECT NO.: 6225 09 4999
127 Cardinal Drive Extension PROJ. NAME: Camp Lejeune New Base Entry Point & Road
Wilmington, NC 28405 SUBJECT: RAI Response— SW8 090630
WE TRANSMIT TO YOU
SUBJECT:
❑DRAWINGS
❑SPECIFICATIONS
❑CALCULATIONS
❑ REPORT
❑COST ESTIMATE
®AS NOTED
HEREWITH
ACTION:
❑FOR YOUR INFORMATION
❑FOR YOUR COMMENT OR APPROVAL
❑RETURNED FOR CORRECTION: RESUBMIT
❑APPROVED AS NOTED
®AS REQUESTED
UNDER SEPARATE COVER
SENT BY:
®MAIL
❑CERTIFIED MAIL
[]EXPRESS
[]COURIER
❑HAND DELIVERED
[]FACSIMILE:
pages (including transmittal sltect)
COPIES
DATE.
DESCRIPTION
2
2-5-2010
2 copies of page 3 of the stormwater express permit application with updated numbers
REMARKS:
Changes to the enclosed page are as follows:
4. Total Property Area = 452.2 acres
7. Total Project Area = 444.6 acres (452.2 ac — 1.9 ac — 5.7 ac = 444.6 ac)
l0. LD column: Total drainage area (sf) and On -Site drainage area (sf) now equal the total project area (19,366,173
sf = 444.6 ac); Proposed Impervious Area (sf) equals 4,628,659 sf (827,633 sf + 3,801,026 sf); % Impervious area =
(4628659/19366173) x 100 = 23.9%
CC: Orathai Bulfer, MCS Camp Lejeune
David Towler, MCB Camp Lejeune
Jesse Barker, MACTEC
Tina Swiezy, RK&K
Pete Wright, NAVFAC
File (1)
L5trSe Slate
[e-mail]
Direct Phone: [phone]
CONFIDENTIALrrY NOTICE: This message is intended only for the use of the individual or entity to which it is addressed, and may contain information that is
privileged, confidential, and exempt from disclosure under applicable law. If the rcadcr of this message is not the intended recipient, or the employee or agent responsible
for delivering, the message to the intended recipient, you are hereby noticed that any dissemination, distribution, or copying of this communication is strictly prohibited.
if you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S, Postal
Service. Thank you.
if transmission is not received in good order, please call Louise Slate at 919-831-8006,
AxI'menl3 fnrxt Nere.mJ 10 IN Q

Lewis,Linda
From-: Lewis,Linda
Sent: Friday, January 29, 2010 5:45 PM
To: Louise Slate
Subject: SW8 090630 Base Entry Road
Louise
All of the comments except for #1 were addressed with the January 27, 2010 submittal. The Total Project Area
reported in Section IV.7 of the application (444.6 acres) must be the low density drainage area. For purposes
of calculating density, you may not include coastal wetlands (1.9 acres) or the area of surface waters (5.7
acres).
If you have to have 4,706,117 sf of BUA, the Total Project Area reported in Section IV.7 will need to be 450.2
acres or more and the Total Property Area reported in Section IV.4 will have to be at least 457.8 acres.
So you'll need to either reduce the proposed BUA to 4,648,026 or add another 5.6 acres to your project area.
In order to make the numbers work, the added 5.6 acres should not contain coastal wetlands or surface
waters.
Please make the necessary changes to the numbers on page 2 of the application and resubmit that revised
page. I can accept a scanned electronic copy via email.
If you expand the drainage area, be sure to send me 2 copies of the new purple and yellow shaded "overview"
sheets that show the new low density drainage area boundary.
Thanks,
Linda
Please note my new email address is Linda.Lewis(Rncdenr.gov
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, January 21, 2010 6:16 PM
To: Slate, Louise
Subject: Base Entry Road SW8 090630.jan10 Additional Information
Attachments: 090630.jan10.pdf
Louise
Additional information request letter attached.
Linda

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
January 21, 2010
Carl Baker, Public Works Officer
USMCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28457
Subject: Request for Additional Information
Stormwater Project No. SW8 090630
Base Entry Road P-1382
Onslow County
Dear Mr. Baker:
Natural Resources
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Base Entry Road P-1382 on January 13, 2010. A preliminary review of
that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
The total project area reported in Section IV.7 of the application, excluding the
coastal wetlands and surface waters, is 417.2 acres, which equates to
18,173,232 square feet. However in Section IV.10, the low density overall
drainage area is listed as 19,697,229 square feet, or 452.186 acres. The total
property area listed in Section IVA of the application is only 424.8 acres. Where
does the extra 27.386 acres come from? If the 417.2 acre project area is correct,
the maximum amount of built -upon area that can be permitted for overall low
density is 4,361,576 square feet, but the application requests 4,706,117 square
feet.
2. It appears that the permanent pool surface area and permanent pool volume for
each pond reported on the supplement form do not include the forebay. The
surface area of the forebay and the forebay berm at the permanent pool
elevation is intended to be counted toward the required minimum surface area.
The volume of the forebay, from the top of the sediment removal elevation up to
the permanent pool elevation is also intended to be counted as permanent pool
volume. I usually ignore the forebay at the beginning of the design phase,
estimate an average depth and simply draw a permanent pool contour on the
plans such that the required surface area is provided. Then, I calculate the
permanent pool volume and the required minimum forebay volume, and check
the estimated average depth. If needed, adjustments are made. Then, one
positions the forebay berm and adjusts the contour in the forebay such that the
minimum required forebay volume is met or exceeded. The volume taken up by
the forebay berm is not considered.
3. Because the forebay surface area was not included, the average depth
calculations are off. The forebay is included in the average depth calculation, so
that the "average" is a true average that accounts for the shallower forebay.
Please refer to Figure 10-2b in the BMP Manual.
Wilmington Regional Office
127 Cardinal drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748 Noh C aiol; i n a
Internet: urvrw.ncwaterquality.arg Aw rally
An Equal Opportunity 1 Affirmative Action Employer

Mr. Baker
January 21, 2010
Stormwater Application No. SW8„090630
4. Because the permanent pool volume doesn't include the forebay, the provided
forebay volumes are a little below the required range of 18%-22% of the provided
permanent pool volume.
5. Please modify the trash rack detail on sheet SWM-7 to specify that no opening is
larger than 6 inches square.
6. The orifice size must be based on using only the calculated minimum 1.5" design
volume, not the volume actually provided in the pond as the temporary pool
volume. Since the design volume and the temporary pool volume are relatively
close, it is not much of an issue and should not cause a change in either orifice,
but the orifice calculations need to be revised to use the correct volume.
7. Please add the total number of required plantings for each vegetated shelf to
sheet SWM-8. The requirement is 50 plants for every 200 square feet of shelf
area. For example, I calculated a shelf area of 3,500 square feet in Pond A-1,
which equates to 875 plants for that shelf.
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 January 28,
2010, 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 mail, 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 that occurs, 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.
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. Any original
documents that need to be revised have been returned to the engineer or agent. All
original documents must either be revised and returned, or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter
please feel free to call me at [phone] or email me at linda.lewis __ncdenr.govov.
Sincerely,
Linda Lewis
Environmental Engineer III
ENB/arl: S:NWQSISTORMWATERIADDINF012010i090630.jan10
cc: Louise Slate, MACTEC
Linda Lewis
Page 2 of 2

ArMACTEC
MACTEC Engineering and Consulting
Rale Atlantic Avenue
Raleigh, NC 27604
Phone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
TO: Linda Lewis DATE: 1-26-2010
NCDENR- Stormwater Express Review PROJECT NO.: 6225 09 4999
127 Cardinal Drive Extension PROJ. NAME: Camp Lejeune New Base Entry Point & Road
Wilmington, NC 28405 SUBJECT: RAI Response —SW8 090630
WE TRANSMIT TO YOU:
SUBJECT:
❑DRAWINGS
❑SPECIFICATIONS
[]CALCULATIONS
❑ REPORT
❑COST ESTIMATE
®AS NOTED
HEREWITH
ACTION:
❑FOR YOUR INFORMATION
❑FOR YOUR COMMENT OR APPROVAL
❑RETURNED FOR CORRECTION: RESUBMIT
❑APPROVED AS NOTED
®AS REQUESTED
UNDER SEPARATE COVER
SENT BY:
❑MAIL
❑CERTIFIED MAIL
®EXPRESS FedEa 7932 1230 1835
❑COURIER
❑HAND DELIVERED
❑FACSIMILE:
ages (including transmittal sheet)
COPIES
DATE
DESCRIPTION
2
1-21-2010
One (1) original set and one (1) copy set of RA1 Responses
2
1-26-2010
One (1) original set and one (1) copy set of sealed drawings for revised water quality ponds
2
1-26-2010
One (1) original set and one (1) copy set of Pond A-1 supplement
2
1-26-20,10
One (1) original set and one (1) copy set of Pond A-2 supplement
REMARKS:
The enclosed drawings are for permitting only. They are not intended for construction.
CC: Orathai Buffer, MCB Camp Lejeune B
David Towler, MCB Camp Lejeune
Jesse Barker, MACTEC t
Tina Swiezy, RK&K
Pete Wright, NAVFAC
File (1)
JAN 2 7 2010
By.. cuss 10:�
le6i<e Slate r/
iosiate a mactec.com
Direct Phone: [phone]
CONFIDENTIALITY NOTICE ']'his message is intended only for the use of the individual or entity to which it is addressed, and may contain information that is
privileged, confidential, and exempt front disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible
for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited.
If you have received this communication in error, please nozily us immediately by telephone and return the original message to us at the above address via tile U.S. Postal
Service, Thank vou.
If transmission is not received in good order. please calf Louise Slate at 919-83I-8006.
Ar j mesd Form Rewsed IOVN 02

;_-
Stormwater Application No. SW8 090630
Request for Additional Information
Response to Comments
The following comments were received on January list regarding the New Base Entry
Road at Camp Lejeune, North Carolina. The following revisions have been made to the
plans and calculations in response to the comments received. Please note that the
stormwater management sheet numbers have been revised in order to fit into the larger
set of construction plans for the entire project. The sheet number revisions are as
follows:
Original Sheet Number
S►NM-1
SWM-2
SWM-3
SWM-4
SWM-5
SWM-6
SWM-7
SWM-8
Revised Sheet Number
H-511
H-512
H-513
H-521
H-522
H-523
H-531
H-532
1. The total project area reported in Section IV.7 of the application, excluding the coastal
wetlands and surface waters, is 417.2 acres, which equates to 18,173,232 square feet.
However in Section IV.10, the low density overall drainage area is listed as 19,697,229
square feet, or 452.186 acres. The total property area listed in Section IVA of the
application is only 424.8 acres. Where does the extra 27.386 acres come from? If the 417.2
acre project area is correct, the maximum amount of built -upon area that can be permitted
for overall low density is 4,361,576 square feet, but the application requests 4,706,117
square feet.
Total Property Area, Project Area and the Low Density Drainage Area have
been retabulated as follows:
IV.4 - Total Property Area should be 452.2 Acres
1V.5 - Remains 1.9 Acres
I V.6 - Remains 5.7 Acres
1V.7 - Total Project Area should be 444.6 Acres
IV.8 -Remains 23.9%
IV.10 - LD Drainage Area
Total Drains a Area remains 19,697229 sf
On Site Drainage Area remains 19,697,229 sf
Proposed Impervious Area should be 4,628,659 sf
Impervious Area (total)remains 23.9%
On -site Streets remains 827,633 sf
Future (sf) should be 3,801,026 sf
RECEIVED
JAN 2 7 2m
BY:

2. It appears that the permanent pool surface area and permanent pool volume for each
pond reported on the supplement form do not include the forebay. The surface area of the
forebay and the forebay berm at the permanent pool elevation is intended to be counted
toward the required minimum surface area. The volume of the forebay, from the top of the
sediment removal elevation up to the permanent pool elevation is also intended to be
counted as permanent pool volume. I usually ignore the forebay at the beginning of the
design phase, estimate an average depth and simply draw a permanent pool contour on the
plans such that the required surface area is provided. Then, I calculate the permanent pool
volume and the required minimum forebay volume, and check the estimated average depth.
If needed, adjustments are made. Then, one positions the forebay berm and adjusts the
contour in the forebay such that the minimum required forebay volume is met or exceeded.
The volume taken up by the forebay berm is not considered.
The permanent pool surface area and volume has been revised to include the
forebay. Revised BMP supplement forms detailing the revision are included.
3. Because the forebay surface area was not included, the average depth calculations are
off. The forebay is included in the average depth calculation, so that the "average" is a true
average that accounts for the shallower forebay. Please refer to Figure 10-2b in the BMP
Manual.
The average depth calculations for both basins have been revised to include
the forebays.
4. Because the permanent pool volume doesn't include the forebay, the provided forebay
volumes are a little below the required range of 18%-22% of the provided permanent pool
volume.
Basin A 1- The forebay berm for basin A 1 was moved 2' in order to meet the
volume requirements. A revised grading plan, basin cross section, BMP
supplement form and revised area and volume calculations are included.
Basin A2 - The forebay berm for basin A2 was moved 5' in order to meet the
volume requirements. A revised grading plan, basin cross section, BMP
supplement form and revised area and volume calculations are included.
5. Please modify the trash rack detail on sheet SWM-7 to specify that no opening is larger
than 6 inches square_
The sheet has been revised to show 6" between the bars in the trash rack in
each direction. In addition note 4 has been added to the sheet requiring the
maximum opening in the trash rack to be 6" square.
`
JAN 2 7 2010
D
B

G. The orifice size must be based on using only the calculated minimum 1.5° design volume,
not the volume actually provided in the pond as the temporary pool volume. Since the
design volume and the temporary pool volume are relatively close, it is not much of an issue
and should not cause a change in either orifice, but the orifice calculations need to be
revised to use the correct volume.
The orifice draw down calculations and BMP supplement farm have been
revised to calculate the dewatering time based only on the minimum required
water quality volume.
7. Please add the total number of required plantings for each vegetated shelf to sheet
SWM-8. The requirement is 50 plants for every 200 square feet of shelf area. For example, I
calculated a shelf area of 3,500 square feet in Pond A-1, which equates to 875 plants for
that shelf.
The total number of plantings for each BMP has been added to the sheet (See
Note 4 in the "planting specifications'). A signed and sealed revised sheet
has been included.
"QED
JAN 2 1 2 110
r,Y:

MACTEC Engineering
and Consulting
Atlantic Avenue„r HCTEC Raleigh, NC
?7604
Phone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
TO: Linda Lewis DATE: 1-12-2010
NCDENR- Stormwater Express Review PROJECT NO.: 6225 09 4999
127 Cardinal Drive Extension PROD. NAME: Camp Lejeune New Base Entry Point & Road
Wilmington, NC 28405 SUBJECT: Requested information for SW permit application
WE TRANSMIT TO YOU:
SUBJECT:
®DRAWINGS
❑SPECIFICATIONS
❑CALCULATIONS
❑REPORT
❑COST ESTIMATE
❑AS NOTED
HEREWITH
ACTION:
❑FOR YOUR INFORMATION
❑FOR YOUR COMMENT OR APPROVAL
❑RETURNED FOR CORRECTION: RESUBMIT
❑APPROVED AS NOTED
®AS REQUESTED
UNDER SEPARATE COVER
SENT BY:
❑MAIL
[]CERTIFIED MAIL
®EXPRESS FedEx
[:]COURIER
❑HAND DELIVERED
[]FACSIMILE:
Pages f including transmittal sheet)
COPIES
DATE
DESCRIPTION
1
14-2010
Original set of sealed drawings for the Base Entry Road and Hospital Corps Road
1
1-4-2010
Copy set of sealed drawings for the Base Entry Road and Hospital Corps Road
REMARKS:
The enclosed drawings are for permitting only. They are not intended for construction.
RECEIVED
JAIz32010
BY:
CC: Orathai Bulfer, MCB Camp
David Towler, MCB Camp
Jesse Barker, MACTEC
Tina Swiezy, RK&K
Pete Wright, NAVFAC
File (1)
Lejeune
[e-mail]
Direct Phone: [phone]
CONVID1,NTIA1111' NOTICE: This message is intended only for the use of the individual or entity to which it is addressed, and may contain information that is
privileged, confidential, and exempt from disclosure under applicable law. If the reader of [his message is not the intended recipient, or the employee or agent responsible
for delivering; the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of [his communication is strictly prohibited.
If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal
Service. Thank you.
If transmission is not received in good order, please call Louise Slate at 919-831-8006.
1L�14"IV lS Fe m Revised 10'1802

i

4tMacTEc
MACTEC Engineering and Consulting
3301 Atlantic Avenue
Raleigh. NC 27604
Phone: [phone] Fax: [phone] ymc
JAN 1 1 2010
LETTER OF TRANSMITTAL rev
TO: Linda Lewis
Stormwater Express Review
127 Cardinal Drive Extension
Wilmington, NC 28405
IAIE TRANSMIT TO YOU:
SUBJECT:
❑DRAWINGS
[]SPECIFICATIONS
❑CALCULATIONS
❑REPORT
❑COST ESTIMATE:
®AS NOTED
DATE: 1-8-2010
PROJECT NO.: 6225 09 4999
PROJ. NAME: Camp Lejeune New Base Entry Point & Road
SUBJECT: Requested information for SW permit application
HEREWITH
ACTION:
❑FOR YOUR INFORMATION
❑FOR YOUR COMMENT OR APPROVAL
❑RETURNED FOR CORRECTION: RESUBMIT
❑APPROVED AS NOTED
®AS REQUESTED
UNDER SEPARATE COVER
SENT BY:
❑MAIL
[]CERTIFIED MAIL
®EXPRESS FcdEx 7982 8652 4868
❑COURIER
[]HAND DELIVERED
❑FACSIMILE:
a es (including, transmittal sheet)
COPIES
DATE
DESCRIPTION
2
Updated Stormwater Management Permit Application Form (SW8-090630)*
2
1-7-2010
Wet Detention Basin Supplement — A-1
2
1-7-2010
Wet Detention Basin Supplement — A-2
2
O&M Agreement Form for Pre -formed Scour Hole** (unsigned)
2
1-8-2010
Pre -Formed Scour Hole Supplement for PSH-1 through PSH4
REMARKS: *Please note that Attachments A and B for the application are no longer being used. Information is now entered
directly into the permit application form (Project Information parts 10 and 11).
**Orathai Bulfer has the 0&M agreements for the pre -formed scour holes and is pursuing Carl Baker's signature. She will
deliver the original signed O&M form and one copy to the DENR WiRO office on Wednesday, January 13.
Roadway drawings are in the process of being sealed. RK&K has sealed the sheets they are responsible for and is overnighting
them to MACTEC roadway staff who will sign them on Monday, January 1 I then overnight them back to me. 1 will scan and
copy the sealed drawings and send them overnight to you. Look for these drawings on Wednesday, January 13, 2010.
Please call or email if you have any questions.
CC: Orathai Bulfer, MCB Camp Lejeune _ By:
David Towler, MCB Camp Lejeune
Jesse Barker, MACTEC
Tina Swiezy, RK&K
Pete Wright, NAVFAC
File (1)
146uise Slaic ,
loslate a mactee.coin
Direct Phone: [phone]
CON FIDENTIALI TY NOTICE: This message is intended only for the use of the individual or entity to which it is addressed, and may contain inlimnation that is
privileged, confidential, and exempt Isom disclosure under applicable la%c. Ifthe reader of this message is not the intended recipient, or the employee or agent responsible
ror delivering the message to the intended recipient, you are hereby notified that annp dissemination, distribution, or copying of this communication is strictly prohihiled.
if ynu have received this, communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal
Service. Thant; vou.
Iftransmission is not received in good order, please call Louise Slate at 919-831-8006,

;.� . C, : •� if ��i.,
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,
601068
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;� EC�'`Alenta,
Bank of America
Dekalb County, GA
1C
December 28, 2009
"�: �'"* :,tom ,;,•
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11,05 Lakewood Parkway, Suite 300
GA 30004.
YAlpharetta;;
-Accounts Payable , a
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PAY: Four, Thousand doflars.And 00
hCBnts*
�� 7a.,THE r•c q ��'7 y�•r'
ORDER OF: "• NCDENR
,.DIVISION OF WATER QUALITY',
54E MAIL SERVICE CEN1 I R
r. � + ' ItRALEIGH, NC'27699
'; :.y''r�' w•.. a•., - (VOID AFTER 9 DA s)
(/ .��� � ,_ _ ,_ M,••_ _ � ��„ S1GNA7URE HAS A COLORED BACK6ROUNOABOROER CONTAINS N ROPRlKnNG
Ir960 L068il' 003 29983 2 L4911'
RECEIVED
JAN 13 2010
BY:� -

5 o b 2 ` For QERR U3e %?I � � �P�
�Yr
North Carolina Department of Environment and Fievlewar: S L L_
��� Natural Resources Submit: �d
,
►AC®ENR Request for Express Permit Review cod '/ ` —1 14
I� cod": � ' �10
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package. - S
• Asheville Region -Alison Davidson 828-296-4698;alison.davidsonCa.ncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeoncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.propan a(2ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(rD.ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 or ianetrussell(aAncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW 2
Permits of request d t✓eAor n
SW
SW
SW
SW ' r
SW 7`S \ �Jl
Project Name: CAMP LEJEUNE BASE ENTRY POINT County: ONSLOW
Applicant: COMMANDING OFFICER, ATTN: MR. JOHN TOWNSON Company: MCB CAMP LEJEUNE U �0 - 2-
Address: PSC BOX 20004 City: CAMP LEJEUNE, State: NC Zlp; 28542-0004
Phone: 9M-451-5M. Fax: [phone], Email: [e-mail]
Physical Location:Mt 13 CAMP LEJEUNE
Project Drains into waters - Water classification SEE NARRATIVE (for classification see-hffp:llh2o.enr.state.nc.usA)ims/reports/rei)ortsWB.htmi
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within '/2 mite and draining to class $A waters N or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: LOUiSE SLATE Company: MACTEC E C E 1V
ED
Address: 3301 ATLANTIC AVENUE City: RALEIGH, State: NC Zip: 27604-_
Phone: [phone], Fax: [phone], Email: [e-mail] JUN 1 $ 09
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ❑ DWO, ❑ DCM, ❑ DLR, ❑ OTHER:
DWO
PROJ #
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls -- Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear fl or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < t ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter ,_,,,-
# Curb Outlet Swales ElOff-site[SW (Provide permit #)j
ElHigh Density -Detention Pond _ # Treatment Systems
❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems
[],High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ElMOD: ElMajor ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill
❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development
❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation'Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooina and express meetina reauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ❑ No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ® No
******a+ss**#+*ss♦s*satss*sass****s**s*s*ssaasa*aasss+sst:ar DtiNR use OR1y+++as*a+****sa«sssa**ar+a ssaar*sat+++s++sss*s*+* srsa+*++++*+
Fee Split for multiplepermits: Check # Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES .
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW t)] HD, ❑ LD, ❑ Gen)
$
401:
$
LOS
$
Stream Deter,_
$
r
NCDENR EXPRESS March 2009
A

MR-1
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PROJECT LOCATION MAP
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�,

Russell, Janet
From: Russell, Janet
Sent: Monday, December 07, 2009 9:29 AM
To: 'Slate, Louise'
Subject: RE: Base Entry Road & Brewster Boulevard Widening
Louise, we're good to meet on the 7"' of January.
Thanks,
Janet
From: Slate, Louise [mailto:[e-mail]]
Sent: Monday, December 07, 2009 9:13 AM
To: Russell, Janet
Subject: RE: Base Entry Road & Brewster Boulevard Widening
Janet,
I would like to confirm the January 7 meeting at 10:00 am to submit the stormwater express review permit applications
for USMC Camp Lejeune Base Entry Road and Brewster Blvd. widening. Thanks for your patience while I checked things
out. Please reply that this is still ok. As soon as I hear back from you, I will notify the rest of the team on my end.
Have a fabulous week.
Louise
Louise O. Slate, PE, LEED AP I Senior Engineer i Environmental Department
MACTEC Engineering and Consulting, Inc,
3301 Atlantic Avenue I Raleigh, North Carolina
Office 919.876.04161 Direct 919.831.8006 1 Fax [phone]
Email IoslateCcDmactec.com I Web www.mactec.com
From: Russell, Janet[mailto:[e-mail]]
Sent: Friday, December 04, 2009 3:01 PM
To: Slate, Louise
Subject: RE: Base Entry Road & Brewster Boulevard Widening
No problem Louise.
From: Slate, Louise [mailto:[e-mail]]
Sent: Friday, December 04, 2009 2:57 PM
To: Russell, Janet
Subject: RE: Base Entry Road & Brewster Boulevard Widening
Janet,
I need to check something. It looks like there may be a conflict on our end for the 7th. 1 need to find out the best way to
handle it before confirming — otherwise I may need to get some dates for the next week. I'll let you know shortly.
Louise
Louise O. Slate, PE, LEED AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc,
3301 Atlantic Avenue j Raleigh, North Carolina
Office 919.876.04161 Direct 919.831.8006 1 Fax [phone]
Email loslate.anmactec.comI Web www.mactec.com

Russell, Janet
From:
Slate, Louise [[e-mail]]
Sent:
Friday, December 04, 2009 2:35 PM
To:
Russell, Janet
Cc:
Towler CIV David W
Subject:
RE: Base Entry Road & Brewster Boulevard Widening
Janet,
This request is to submit both applications; one for the Base Entry Road, the other for Brewster Blvd, widening. Ten
o'clock works well as a meeting time. I would like to confirm this time and date.
Thank you for your help setting up this meeting. I will send out a notice so others on the team can mark their calendars.
Have a wonderful weekend.
All the best,
Louise
Louise O. Slate, PE, LEER AP f Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc_
3301 Atlantic Avenue I Raleigh, North Carolina
Office 919,876,04161 Direct 919.831.8006 1 Fax 919,831.8136
Email [e-mail] I Web www.mactec.com
From: Russell, Janet[mailto:[e-mail]]
Sent: Friday, December 04, 2009 2:29 PM
To: Slate, Louise
Cc: Towler CIV David W
Subject: Base Entry Road & Brewster Boulevard Widening
Louise
I have spoken to Christine and Linda. They agree that Thursday, January 7'4 is the best day to meet for the submittal.
You are submitting both projects, correct? Please verify. Is 10:00 AM good for the meeting? t think the others were at
10 or 10:30.
Please respond to this email to reserve and confirm the meeting.
Thanks,
Janet
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.

pg MEMORANDUM N&I
USMC Camp Lejeune New Base Entry Road and Gate
Storm Water Meeting with DENR at Wilmington Regional Office
10:00 —11:30 am, May 28, 2009
Attendees
DENR: Janet Russell, Cameron Weaver, Linda Lewis, Christine Nelson, Georgette Scott, Kelly Johnson,
Molly Ellwood (NCWRC), Dan Sams, Rhonda Hall
USMC Camp Lejeune: Brynn Ashton, Steve Whited, David Towler, Pete Wright, Emily Sylvester, Robin
Ferguson
MACTEC/RK&K Joint Venture: Jesse Barker, Allen Conger, Louise Slate, Tina Swiezy, Sheila Reeves
Via telephone: Steve Rynas (LAMA) and Ron Sechler (National Marine Fisheries)
Meeting Minutes:
1. Introductions were made around the room and for those who telephoned in from Morehead
2. Jesse Barker presented the project and its purpose — to reduce congestion, improve access to
and from base, improve base security following 9/11, and accommodate grow the force
initiative. A second access point will decrease pressure on the existing main gate.
3. Project will be phased over three years and will be built to NCDOT standards
a. Phase 1— From Bell Fork Road at Rte 24 to Brewster Blvd -- including road widening at
Brewster Boulevard (August 2010)
b. Phase 2 — from Stone Street to Sneads Ferry Road (March 2011)
c. Phase 3 — from Brewster Blvd. to Stone St. and off -base interchange at Rte 24 (2012)
4. Allen Conger presented current information on permitting effort
a. Draft EIS will be released for public comment next month
i. DEIS covers approx. 75 projects on Camp Lejeune, USMC Air Station New River,
and Cherry Point — the new gate and access road is only one project of many
ii. ROD anticipated in January 2010
b. Have incorporated changes to improve avoidance and minimization of impacts to
natural resources following presentation of project to Joanne Steenhuis and Richard
Spencer
c. The USACE agrees with all wetland calls shown on the plan. In addition to these, some
coastal wetlands have been delineated by design team.
d. CWA Section 404 permit and 401 Water Quality Certification permits will address the
entire new road, gate and road widening and the application will be submitted by
November 2009 — the applicant needs all permits by March 2010. The second and third
phases will likely be permitted as "corridor" impacts; however, the impacts areas likely
will be very close to the final design impacts.
5. Once the project was presented to the group, the floor opened for discussion. The following is a
recap of those discussions and list critical issues considered/discussed:
o Georgette Scott (GS) indicated it would be ok to use a hybrid approach to stormwater
BMPs, combining NCDOT's stormwater BMP manual and DENR's stormwater BMP
manual as appropriate_
o Linda Lewis (LL) suggested that a project boundary be selected to meet tow density
requirements.

MEMORANDUM
o LL: indicated that if the design team chooses to use 46' depressed median, the median
can be used for stormwater treatment. Use structural BMPs at collection points such as
bridges and curbed sections.
o LL wanted to know if this project will impact any existing stormwater permits. Christine
Nelson and Dan Sams said it would be best to avoid sharing BMPs with other existing
and proposed developments an base. The design team agreed.
o GS suggested showing project boundaries for all permits in the corridor
o Dan Sams indicated that borrow pits will be a Land Quality issue. Best to use locations
on base and not get into mining permits. If a borrow pit will be converted to a water
quality pond/feature, then it must meet DWQ requirements for such. If borrow pits will
not be used for stormwater treatment, Molly Ellwood (ME) said they want to see 3:1
side slopes and have bare areas replanted with native grasses.
o ME asked how multipurpose trail will cross creeks. Will it cross at same elevation as
bridges? Design team said that the trail will be incorporated as part of the bridge design
and will cross at the same elevation as the bridges.
o Steve Rynas suggested that LAMA consistency reviews might be phased like the rest of
the project. However, the design team believes the coastal zone certification can be
fully addressed in the Section 404/401 permit application.
o LL asked about the existing and proposed cross section of Brewster Boulevard. It is
currently a two lane road which is proposed to be a four lane road, both with no curb
and gutter and sheet flow off edges. Dave Towler indicated there may be some crossing
of existing stormwater permits at access roads off Brewster.
o LL said DENR prefers not to have a full set of DOT design plans —much fewer sheets are
preferred, such as:
■ Master sheet showing where typical sections begin and end
■ Location and type of BMP
■ Details
o GS said that DWQ can provide design team with a list of required sheets and what
information should be shown on those sheets so that DWQ can perform their review.
Design team suggested burning a CD with pdfs of all the stormwater design information
in addition to hard copies submitted for review.
o Brynn Ashton asked about the next steps to expedite pre -submittal meetings in
preparation of the express review process. Janet Russell will forward the forms to Jesse
Barker who will distribute among the stormwater design team.
o Express review team will likely consist of Mary Jean Naugle, Linda Lewis, and Christine
Nelson. Process will take 30 days from time of submittal of a complete application. Pre -
application meetings will be held to ensure everything is addressed.

Min
MEMORANDUM OR
o DENR would like to seethe stormwater permitting for this project submitted in phases
through the express permitting process.
o Land Quality review will take 30 days once complete application is received. No express
option for erosion control.

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JESSE R. BARKER, P.E.
Senior Principal Engineer
MACTEC Engineering and Consulting, Inc.
2801 Yorkmonl Rood, Suite 100, Chorlolie, NC 28208
704.357.5615, fox 704.357.8624, cell 704.682.3728
Irbarker®maciec.com www.moctec.com

Request for Express Permit Review
Stormwater Narrative
FY10 MCON Project 1262, New Base Entry Point
Camp Lejeune, NC
July 12, 2009
nECE'dED
W JUN 18 y009
PROJ # DWQ
This narrative describes stormwater management strategies proposed for the FY10 MCON Project 1262,
New Base Entry Point project located on the Camp Lejeune Marine Corps Base in Onslow County, North
Carolina. The project includes the construction of approximately 6.5 mile roadway 4-lane corridor
spanning from Bell Fork Road at NC24 to Sneads Ferry Road and includes four major interchanges and
three bridges spanning waterways. The project also includes the construction of a new base entry gate
and the widening of Brewster Boulevard. The road will be designed based on NCDOT design standards.
Excluding the planned interchange with NC24, the project is planned to be constructed on property
owned by the US government on land that is mostly previously undeveloped. The following provides
details regarding the property on.which the proposed project is planned for construction:
Street Address, city, county— New Base Entry Roadway, MCB Camp Lejeune, Onslow County, NC
Acres in Tract — to be determined when project boundary is set to allow low density stormwater
permitting option
Ownership Information from NCSecretary of State Web Site— US Government Property
Tax Parcel ID number — US Government Property
The project is planned to be phased over three (3) years and be designed and constructed in three (3)
phases. The following lists each phase along with the planned construction year in parenthesis:
Phase 1— From Bell Fork Rd. at Rt. 24 to Brewster Blvd., including road widening at Brewster
Blvd. (August 2010)
Phase 2 — From Stone St. to Sneads Ferry Rd. (March 2011)
Phase 3 — From Brewster Blvd to Stone St. and off -base interchange at Rt. 24 (2012).
The project site is located in Onslow County, North Carolina and is in the White Oak River Basin. The
roadway drains to three main receiving waters: Northeast Creek, Wallace Creek, and Bearhead Creek.
The following table lists each stream with its DWQ Classification.
Stream Name
DWQ Classification
DWQ Index
Northeast Creek
SC NSW
19-16-(0.5)
Wallace Creek
SB NSW
19-20
Bearhead Creek
SS NSW
19-20-1
This project has been included in Grow the Force initiative planning process including a total of
approximately 75 projects planned at various site throughout North Carolina including Camp Lejeune,
USMC Air Station New River, and MCAS Cherry Point. A Draft Environmental Impact Statement (DEIS)
has been prepared for these identified projects. The DEIS is planned to be released for public comment
in July 2009. A Record of Decision (ROD) is anticipated in January 2010.
The USACE and DWQ have reviewed wetland and stream delineations shown on the plans and has
concurred with the delineation. In addition, coastal wetlands have been delineated by the project team._
A DCM determination is taking place this month concerning verification of these determinations and the
Stormwater Narrative Page 1

The USACE and DWQ have reviewed wetland and stream delineations shown on the plans and has
concurred with the delineation. In addition, coastal wetlands have been delineated by the project team.
A DCM determination is taking place this month concerning verification of these determinations and the
Section 10 waters within the project corridor. Stream and wetland impacts will be permitted for the
entire project through the Army Corps of Engineers (ACE). A 401/404 application is planned to be
submitted in November 2009 to include all phases of this project. Phases 2 and 3 are anticipated to be
permitted as "corridor" impacts.
Previous to this submittal, a design charette was conducted to develop a conceptual vertical and
horizontal alignment. Representatives from many environmental agencies, including USCG, USACE,
DWQ, CAMA, and NMF took part in the discussions. Based on input from these agencies, the alignment
was adjusted to improve minimization and avoidance of impacts to natural resources. Historical
features located near the project site have been avoided. No water or wastewater service is included as
part of this project.
The project permit boundary will be established to achieve the Low Density stormwater permitting
option and will have pockets of High Density. Consistent with Low Density stormwater strategy
described in requirements set forth in the Session Law 2008-211 Section 2.(b)3b, sheet flow and flow
through vegetated conveyances (grassed swales) will be maximized along the project corridor.
Generally, the roadway will have a 46 ft depressed median cross section. The roadway will generally
have three (3) distinct typical cross sections:
Section
Proposed Typical
Stormwater Strategy
Permitting
Description
Section
Strategy
Tangent and
Depressed median,
Utilize shoulder sheet flow and
Low
Curve Sections
open shoulder, grass
roadside swales. Occasional median
Density
swales
discharge points will be discharged to
preformed scour holes. No other
structural BMPs are proposed in
these roadway sections.
Tangent and
Depressed median,
Utilize shoulder sheet flow and
Low
Curve Sections
raised median with
roadside swales. Occasional median
Density
curb and gutter and
discharge points will be discharged to
with
open shoulder, grass
preformed scour holes. No other
Occasional
swales
structural BMPs are proposed in
Pockets of
these roadway sections. Collect
High
stormwater In pipe systems and
Density
convey to structural BMP prior to
discharge
Bridge/Culvert
Curb and gutter
Collect stormwater in pipe systems
Pockets of
approaches and
and convey to structural BMP prior to
High
other sections
discharge
Density
requiring curb
and gutter
Gate
n/a
Utilize sheet flow and swales or
Pocket of
collect stormwater in pipe systems
High
and convey to structural BMP prior to
Density
Stormwater Narrative Page 2

Proposed structural stormwater BMPs will be designed in accordance with the 2007 NC©ENR
Stormwater Best Management Practices Manual and will be designed in compliance with requirements
set forth in the Session Law 2008-211 Section 2.(b)3b. The total proposed impervious area and
placement of structural stormwater BMPs will be determined as the project progresses. To comply with
the low density option, built upon area (BUA) will be 24% or less. The stormwater BMPs will be located
outside the vegetated buffer for each stream. The new base entry road will pass close to some existing
and proposed developments served by appropriately sized best management practices; however, it is
strongly desired to treat stormwater from this project independently from other development on the
base and with the project corridor. '
The roadway will typically be constructed in fill elevated above existing terrain. Off -site drainage will
pass through the roadway via culverts in locations of natural drainage conveyance. Existing streams will
be conveyed under the roadway in appropriately sized culverts following typical NCDOT criteria. These
culvert crossings will provide a combination of low and high flow conveyances to maintain natural
conditions along the jurisdictional corridor passing under the road. The three significant watercourses
(;Northeast Creek, Wallace Creek and Bearhead Creek) will be spanned by bridges. Coordination with
FEMA is planned to ensure compliance with floodplain regulations.
The project site is located in an area that is mostly previously undeveloped land. There are some
localized areas of development that the roadway corridor will impact, some of which might be pre-1988
built upon area.
An on -site evaluation of soils is currently underway. Results from this evaluation will provide details
about infiltration rates, seasonal high water table elevation, and other soil characteristics. This
information will be used to assist in the selection and design of appropriate BMPs for the project.
M:\projects\2009\09012 CampLejeune\oesigo\Z-Mist\Hydro\SwM\Express PermittinaRequest for Express Permit Review Narrative.docx
stormwater Narrative Page 3

M:\projects\2009\09012_CampLejeune\Design\L-Misc\Hydro\SWM\Express Permitting\Request For Express Permit Review Narrative.docx
Starmwater Narrative ' Page 4

Russell, Janet
From: Slate, Louise [[e-mail]]
Sent: Thursday, June 18, 2009 9:22 AM
To: Russell, Janet
Cc: [e-mail]; [e-mail]; Barker, Jesse; Lumsden, Kelly; Conger,
Allen; Tina Swiezy; Sheila Reeves; Sylvester CIV Emily M; [e-mail];
david_towler@usmc. mil
Subject: MCB Camp Lejeune New Entry Road and Gate - request for stormwater express review
Attachments: MCB New Entry Road EXPRESS Request 6-12-2009.doc; Request for Express Permit
Review Narrative - 6-17-09.docx; mcbcl_exhibit_proj-loc-map_11x17.pdf
Janet,
Attached are the stormwater express review request, narrative, and site map for the proposed new entry road
and gate at MCB Camp Lejeune. We would like to schedule a scoping meeting on June 30 with DENR staff if
that date is still available. Please let me know if you need any additional information. If you need to call, the
best way to get in touch with me today and tomorrow is on my cell at 919-210-5951.
Louise
«MCB New Entry Road EXPRESS Request 6-12-2009.doc>> <<Request for Express Permit Review Narrative - 6-17-
09,docx>> <<mcbcl_exhibit_proj-loc-map_11x17.pdf>>
Louise O. Slate, PE, LEED AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue I Raleigh, North Carolina
Office 919.876.0416 1 Direct 919.831.8006 1 Fax [phone]
Email [e-mail] I Web www.mactec.com
P,, c .1" `C�
DECEIVE
JUN� - 8 2009
DWQ
PROJ #

UJIMAOTI ►"Al
change in
Email rresponde a to and from this address may a subject to th orth Carolina
Public Re aw and may be disclosed to third partie .
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Russell, Janet
From: Slate, Louise [[e-mail]
Sent: Thursday, June 18, 2009 4:44 PM
To: Russell, Janet
Cc: [e-mail]; [e-mail]; Barker, Jesse; Lumsden, Kelly; Conger,
Allen; Tina Swiezy; Sheila Reeves; Sylvester CIV Emily M; [e-mail];
david.towler@usmc_mil
Subject: RE: MCB Camp Lejeune New Entry Road and Gate - request for stormwater express review
Janet,
I would like to accept and confirm a scoping meeting with DENR staff on June 30 at 2:00 at DENR's Wilmington Regional
Office.
Thank you for your help arranging this so quickly.
Louise
Louise O. Slate, PE, LEED AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue Raleigh, North Carolina
Office 919.876,0416 Direct 919.831,8006 1 Fax [phone]
Email [e-mail] I Web www.mactec.com
From: Russell, Janet[mailto:[e-mail]]
Sent: Thursday, June 18, 2009 3:03 PM
To: Slate, Louise
Cc: [e-mail]; [e-mail]; Barker, Jesse; Lumsden, Kelly; Conger, Allen; Tina Swiezy; Sheila
Reeves; Sylvester CIV Emily M; [e-mail]; [e-mail]
Subject: RE: MCB Camp Lejeune New Entry Road and Gate - request for stormwater express review
June 18, 2009
Folks
The Express Stormwater Scope Meeting has been scheduled with Linda Lewis and Christine Nelson on June 30, 2009 at
2:00 PM here in the Wilmington Regional Office.
Louise, please confirm by return email that you accept and confirm this appointment.
Thanks,
Janet
From: Slate, Louise [mailto:[e-mail]]
Sent: Thursday, June 18, 2009 9:22 AM
To: Russell, Janet
Cc: [e-mail]; [e-mail]; Barker, Jesse; Lumsden, Kelly; Conger, Allen; Tina Swiezy; Sheila
Reeves; Sylvester CIV Emily M; [e-mail]; [e-mail]
Subject: MCB Camp Lejeune New Entry Road and Gate - request for stormwater express review
Janet,

June 28, 2009
Sunday
3:00 PM - 5:30 PM Private Appointment
June 29, 2009
Monday
3:00 PM - 5:30 PM Private Appointment
3:30 PM - 4:30 PM Private Appointment
Naugle, Mary 1 6/18/2009 3:38 PM

Attached are the stormwater express review request, narrative, and site map for the proposed new entry road
and gate at MCB Camp Lejeune. We would like to schedule a scoping meeting on June 30 with DENR staff if
that date is still available. Please let me know if you need any additional information. if you need to call, the
best way to get in touch with me today and tomorrow is on my cell at 919-210-5951.
Louise
«MCB New Entry Road EXPRESS Request 6-12-2009_doc>> <<Request for Express Permit Review Narrative - 6-17-
09.docx» <<mcbcl_exhib1t—proj-loc-map_11x17.pdf>>
Louise 0. Slate, PE, LEER AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue I Raleigh, North Carolina
Office 919.876.04161 Direct 919.831.8006 J Fax [phone]
Email toslateCcDmactec.com I Web www.mactec.com
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

DV
MEMORANDUM On
USMC Camp Lejeune New Base Entry Road and Gate and Brewster Blvd. Widening
Storm Water Scoping Meeting with DENR at Wilmington Regional Office
10:00 —12:00 pm, November 4, 2009
Attendees
DENR: Linda Lewis, Christine Nelson, Janet Russell
USMC Camp Lejeune: David Towler, Steven Whited, Orathai Bulfer, Pete Wright (NAVFAC/MIDLANT),
Craig Hooper (NAVFAC/MIDLANT)
MACTEC/RK&K Joint Venture: Jesse Barker, Jeff Meador, Tina Swiezy, Louise Slate
Meeting Minutes:
Jeff Meador (JM) presented the drainage design for the base entry road (BER) and Brewster Blvd.
Drainage on contract A, which runs from Rte 24 to Brewster Blvd and includes the Brewster Blvd.
widening, is complete. Drainage design on contract B and C is preliminary. The new entrance gate is
part of contract B (FY 12) so the drainage design is still conceptual.
Some of the existing roads that are tying in have existing ditches. These are picked up and carried to
existing out lets. Much of the new road relies on sheet flow and no ditches are proposed.
Linda Lewis (LL) requested that she would like to see plan and profile views on the same sheet with spot
elevations clearly shown. These sheets will also show if there is a ditch or no ditch along the road and
how ditch drainage is controlled. Supplement these sheets with typical cross section views.
At the intersection of Bougainville Drive and the BER a cross pipe takes drainage under the BER then
under Bougainville Drive. There is some additional drainage in the median at Bougainville Drive that
needs to be picked up due to superelevation of road. JM said that due to elevation and area constraints,
he requested guidance from DENR on how to handle median drainage since treatment is difficult. LL
said to look at the rest of the BER and then make a decision. (Coming back to this later, it was
determined to offset this small impact by using additional inlets in low points and remove pipe to the
maximum extent practicable, particularly near the bridges and ramps.)
LL said that the portion of existing service road (used as part of the multipurpose trail) located within
permit limits must be accounted for when determining low density requirements.
Christine Nelson (CN) said to be sure the calculations for each pre -formed scour hole take into account
only the active edge where water flows to ensure diffuse flow.
Below inset B on the roll plot, look at velocity of cross drainage and control it if necessary before it
enters the wetland. (Check pre- vs. post -construction flow velocity.)
The BER corridor passes closely behind some new housing in Tarawa Terrace. Pete Wright (PW) asked if
there was going to be a berm behind the houses to screen them and control noise. JM said there isn't
room for a berm. A noise wall may fit.
If inlet capacity in medians is limited, LL prefers double or triple inlet boxes in low points as opposed to
additional inlets upslope to capture flow and piping it. The less pipe the better.
Show drainage from the stormwater pond on the south side of Northeast Creek so it is clear how it
enters the borrow pit. Also show velocity from scour hole to the wetland.

MEMORANDUM
At the Brewster Blvd. interchange, Brewster is on grade and the BER goes over it. Some of the existing
ditches on Brewster may have steeper side slopes than 3:1. When the Brewster is widened though this
interchange, flatten the ditch side slopes to 3:1. Water that is piped under the ramp and road
discharges to a non -jurisdictional feature.
BER drawings for Sections B and C are based on LIDAR. Updates to the drawings will be made when
survey is complete and imported into the drawing.
The BER from Brewster Blvd to Wallace Creek uses sheet flow off edge of pavement, cross drainage, and
median drainage to pre -formed scour holes. It is very straightforward and simple.
Any concentrated flow in this section will be limited to the overpass at Stone Street. That drainage will
be taken from a pipe to a pre -formed scour hole.
The multipurpose trail will cross small streams on culverts rather than bridges.
Contract B goes to the Wallace Creek interchange. Wallace Creek commercial development phase 1 is
permitted. Phases 2 and 3 aren't permitted yet. Need to coordinate permit boundaries with this
development. Road tie in will be part of Wallace Creek development.
Preliminary stormwater ponds have been designed for the bridge over Wallace Creek.. JM indicated
these ponds may need to use weir overflow rather than a pipe due to elevations and seasonal high
water table (SHWT). LL suggested reconfiguring the forebay to maximize travel time in pond. She also
suggested the design team could consider a stormwater wetland instead of a pond to take advantage of
the elevations and SHWT.
If stormwater treatment is needed at interchange at Holcomb Blvd., LL suggested using the inside of the
interchange.
Brewster Blvd. widening design proposes to:
• Keep existing cross drains in place — upsize or maintain as needed. Some joints may need repair
• Use existing ditches
• Remove some curb and gutter
LL asked that existing ditches be regraded to make them 3:1 side slopes if they're steeper than that.
An existing well at Charles Street and Brewster Will be replaced with a new well with another well away
from the road.
The Loop Road and Brewster Blvd can be part of the same permit IF the existing road area removed or
reused is equal to the proposed road area. If the proposed road area is greater than existing, treat the
ring road as low density and tie it to either the BER permit or the Wounded Warrior permit.
CN wanted clarification as to what's happening with the wetland across from the child development
center (CDC). As part of the road widening project the sidewalk is going to shift into this wetland
(401/404 permit will be required). This wetland drains toward the CDC.

MEMORANDUM
$I
The permit boundaries will be set so that Brewster and the BER do not overlap. Brewster Blvd permit
boundary will be set at the back side of the drainage ditch for the length of the project. BER permit
boundaries will stop and start on either side of the Brewster permit boundaries.
The overall impervious area within the BER permit boundary will be 24% or less. This includes the high
density bridge areas.
Submit drawings clearly showing permit boundaries as part of the application package. Clearly mark
them as high density areas, low density areas, or other. (Brewster falls under'other'.)
CN asked that we show permit numbers on the drawings. Janet Russell (JR) can provide this information
since permit numbers are assigned based on scoping meeting request.
There are no deed restrictions on base. This part of the permit application is not applicable.
St:ormwater ponds - Need to add sediment removal elevation on plan.
Base staff will sign operation and maintenance (O&M) plans for.structural stormwater BMPs.
LL and CN looked at 11x17 drawings. Comments as follows:
• Add roadway typical sections
• Add existing topo contours to the plan/profile sheets
• Show ditch profile on road profile sheet
• Turn on high point/low point layer. Spot elevation wanted.
• Show pipe inverts. LL would like a pipe summary table added to the plan sheets instead of
looking though the calculation package for this information.
CN asked how future sections will be handled. A phasing sheet will be developed to overlay the permit
boundary drawing showing current and future sections so their limits are clear. A master sheet showing
the phases/permit boundaries will be submitted with each permit along with relevant detail sheets.
LL indicated that we can allocate future built upon area (BUA) in the corridor to allow for a future road
crossing, driveway, or other encroachment. Extra BUA allocations will mean that future impacts to BER
corridor can be handled with a plan revision as opposed to a permit modification.
At the interchange on NC 24, the boundary of the stormwater permit on base will go to the edge of
DOT's right of way. DOT will own the interchange and they will permit all portions of it off base.
CN asked about vegetated filters. Jurisdictional streams have a 50 ft. vegetated buffer from top of bank.
Northeast Creek has a 75 ft. buffer.
Do not submit calculation package in a binder. Clip it together.
JR brought up fees for the permit applications.
$4000 for the base entry road — covers high and low density areas
$2000 for Brewster Boulevard road widening
$2000 for the ring road — low density - treated as a major modification
Want to have the permit application ready to send to DWQ before Thanksgiving. MACTEC/RK&K will
coordinate signatures required from the base through Orathai Bulfer.

BASE ENTRY ROAD & BREWSTER BOULEVARD WIDENING
SCOPE MEETING NOVEMBER 4, 2009
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Russell, Janet
From:
Slate, Louise [[e-mail]]
Sent:
Wednesday, October 21, 2009 9:00 AM
To:
Russell, Janet
Cc:
[e-mail]; Scott, Georgette
Subject:
RE: Base Entry Road & Brewster Widening
Janet,
I will notify the Camp Lejeune Team of this meeting time. Consider this email confirmation that we will be there. As
always, thank you for your help arranging this scoping meeting. We will see you in your office on November 4 at 10:00
am.
Louise
Louise 0. Slate, PE, LEED AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc_
3301 Atlantic Avenue [ Raleigh, North Carolina
Office 919.876.04161 Direct 9'19.831.8006 I Fax [phone]
Email loslate mactec.com I Web www_mactec.com
From: Russell, Janet[mailto:[e-mail]]
Sent: Wednesday, October 21, 2009 8:S3 AM
To: Slate, Louise
Cc: [e-mail]; Scott, Georgette
Subject: Base Entry Road & Brewster Widening
Louise
The Express Stormwater Scope Meeting has been scheduled with Linda Lewis & Christine Nelson on November 4, 2009
at 10.00 AM here in the Wilmington Regional Office. Please bring any paperwork such as stormwater application,
supplements, calculations, etc. that are relatively complete.
Please respond to this email to reserve and confirm the meeting time date.
Thanks,
Janet
Janet M. Fussell
Express Coordinator
910 796-7421
NOTE: change in email address: janet.russe[[e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.

Russell, Janet
From: Slate, Louise [[e-mail]
Sent: Tuesday, October 20, 2009 1:51 PM
To: Russell, Janet
Subject: Next Camp Lejeune Base Entry Road/Brewster Blvd. scoping meeting
Janet,
We would like to schedule the next stormwater scoping meeting for the Base Entry
Road and Brewster Blvd. with DENR WiRO the first week in November. We are
available to meet on November 3rd or 4th. We prefer November 4thif possible. It
would be best not to start first thing in the morning in order to allow travel
time from Jacksonville and Raleigh to your office.
Depending on the feedback from the scoping meeting, we would like to submit the
stormwater express review application the following week.
Please review your calendar and let me know when the best time to meet in your
office will be. We will probably have 10 people in our group as usual.
Thank you. Hope all is well and you are enjoying this beautiful day.
Louise
Louise O. Slate, PE, LEED AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue I Raleigh, North Carolina
Office 919.876.006 I Direct 919.831.8006 I Fax [phone]
Email [e-mail] I Web www.mactec_com
1

MEMORANDUM 0
USMC Camp Lejeune New Base Entry Road and Gate and Brewster Blvd. Widening
Storm Water Meeting with DENR at Wilmington Regional Office
10:30--12:00 pm, September 16, 2009
Attendees
DENR: Linda Lewis, Christine Nelson, Janet Russell
USMC Camp Lejeune: Brynn Ashton, David Towler, Emily Sylvester, Orathai Bulfer, Pete Wright, Craig
Hooper
MACTEC/RK&K Joint Venture: Tina Swiezy, Louise Slate, Jeff Meador
Meeting Minutes:
1. Introductions were made around the room
2. Tina Sweizy (TS) presented the index sheet and page layouts for the Base Entry Road (BER) and
Brewster Blvd. widening. Areas of high density and low density are highlighted.
a. These should be submitted as two separate design packages that accompany separate
stormwater permit applications.
b. Discussed how plans should be submitted.
i. Christine Nelson (CN) would rather have full size plan sheets than half size
sheets.
1. High density sections are to be presented at a scale of 1'=50';
2. Low density sections may be presented at a smaller scale, as long as
they are legible.
3. Fold sheets to make them manageable and fit into files.
4. Only send hard copy plans.
5. The project permit boundary should be shown on all sheets
ii. On the high density drawings, show drainage areas to be treated in each BMP.
iii. Show jurisdictional features on the drawings. Limit built upon area (BUA) in
buffers.
3. Brewster Blvd. schematic drawing was presented to DENR for the first time.
a. CN asked if 50 ft buffers will be impacted with BUA anywhere other than at crossings.
The answer is no. There is one location where the toe of fill will encroach into the
buffer.
b. CN asked to have clear legends on plan sheets.
4. Calculations
a. Linda Lewis (LL) does not need to see calculations for storm drainage design unless
there is a need to show outlet velocities into wetlands are less than 2 feet per second
(fps). Methods for calculating velocities should be clear.
b. LL and CN may need to see supplemental information used in developing calculations,
particularly for any number that is shown in the actual permit application.
c. LL said not to use the SCS method for stormwater calculations. Use the simple method
presented for sizing BMPs in accordance with the BMP manual.
d. CN said to use chapter 3 of BMP manual for calculations
5. Moving forward from here
a. TS asked if we needed one more scoping meeting before the submittal on November 2.
It was agreed that one more meeting to go over the, design in detail would be helpful
prior to November 2. Any items found during that meeting can be addressed,
expediting the review process starting on Nov. 2.
6. Ring Road

MEMORANDUM
of
Before the meeting adjourned, a plan view of the ring road around the Child
Development Center was presented to DENR by Emily Sylvester. Louise Slate asked if
this project could be added as an amendment to the Brewster Blvd widening permit or if
it needs a separate permit. LL said that this can be included as part of the Brewster
Blvd. permit.

6capC_'
For OENR Use ONLY
Reviewer: !._�c s�n�l: �~ 1%
AG
North Carolina Department of Environment and
Natural Resources 30
NCDENR Request for Express Permit Review Time: t o
Confirm: �
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the Project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidsolloncmaif.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.le
ncmail.net
Mooresville & -Patrick Grogan 704-663-3772 or patrick.groaan(a.ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(a)ncmail.net
Wilmington Region -Janet Russell 910-350-2004 or lanet.russell(cDncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
Project Name: CAMP LEJEUNE BASE ENTRY POINT County: ONSLOW
Applicant: COMMANDING OFFICER, ATTN: MR. JOHN TOWNSON Company: MCB CAMP LEJEUNE
Address: PSC BOX 20004 City: CAMP LEJEUNE, State: NC Zip: 28542-0004
Phone: [phone], Fax: [phone], Email [e-mail]
Physical Location:MCB CAMP LEJEUNE
Project Drains into waters — Water classification SEE NARRATIVE (for classification see-httpalh2o.enr,state.nc.us/bims/reports/r�tsWB.htmi)
Project Located in WHITE OAK River Basin, Is project draining to class ORW waters? N , within '/2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? Y
EngineerlConsultant: LOUISE SLATE Company: MACTEC E C E 9 V ED
Address: 3301 ATLANTIC AVENUE City: RALEIGH, State: NC Zip: 27604-
Phone: [phone], Fax, 919-831-8136, Email: [e-mail] AUG 2009
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
® Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR. ❑ OTHER:
DWQ
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING #
❑ 401 Unit ❑ Stream Origin Determination: _, # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification 0 isolated Wetland (_linear ft or acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter — # Curb Outlet Swales ElOff-site[SW (Provide permit #)]
[IHigh Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention — It Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:[] Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #}
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed,(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both SCODina and express meeting recauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w1 US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ® No
++**+***+**s+*****+++*++++***+*+*****+++++++++++++*****•I or DENR use Duly+*+***++********+*+++++++*+*******+***+++++*+►+*+++*+**++**+
Fee Split for multiple permits: (Check #
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj, ❑ Min)
$
SW ([:] HD, [j LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCOENR EXPRESS March 2009

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New HOSPITAI�.
Marine Corps Base, Camp Lejeune, NC
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P4OIN' / PROJECT LOCATION MAP ,,,
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PROD #

Request for Express Permit Review
Stormwater Narrative
FY10 MCON Project 1262, New Base Entry Point
Camp Lejeune, NC
August 26, 2009
This narrative describes stormwater management strategies proposed for the FY10 MCON Project 1262,
New Base Entry Point project located on the Camp Lejeune Marine Corps Base in Onslow County, North
Carolina. The project includes the construction of approximately 6.5 mile roadway 4-lane corridor
spanning from Bell Fork Road at NC24 to Sneads Ferry Road and includes four major interchanges and
three bridges spanning waterways. The project also includes the construction of a new base entry gate.
The road will be designed based on NCDOT design standards. Excluding the planned interchange with
NC24, the project is planned to be constructed on property owned by the US government on land that is
mostly previously undeveloped. The following provides details regarding the property on which the
proposed project is planned for construction:
Street Address, city, county— New Base Entry Roadway, MCB Camp Lejeune, Onslow County, NC
Acres in Tract— to be determined when project boundary is set to allow low density stormwater
permitting option
Ownership Information from NC Secretary of State Web Site— US Government Property
Tax Parcel ID number— US Government Property
The project is planned to be phased over three (3) years and be designed and constructed in three (3)
phases. The following lists each phase along with the planned construction year in parenthesis:
Phase 1— From Bell Fork Rd. at Rt. 24 to Brewster Blvd. (August 2010)
Phase 2 — From Stone St. to Sneads Ferry Rd. (March 2011)
Phase 3 — From Brewster Blvd to Stone St. and off -base interchange at Rt. 24 (2012).
The project site is located in Onslow County, North Carolina and is in the White Oak River Basin. The
roadway drains to three main receiving waters: Northeast Creek, Wallace Creek, and Bearhead Creek.
The following table lists each stream with its DWQ Classification.
Stream Name
DWQ Classification
DWQ Index
Northeast Creek
SC NSW
19-16-(0.5)
Wallace Creek
SB NSW
19-20
Bearhead Creek
SB NSW
19-20-1
This project has been included in Grow the Force initiative planning process including a total of
approximately 75 projects planned at various site throughout North Carolina including Camp Lejeune,
USMC Air Station New River, and MCAS Cherry Point. A Draft Environmental Impact Statement (DEIS)
has been prepared for these identified projects. The DEIS is planned to be released for public comment
in July 2009. A Record of Decision (ROD) is anticipated in January 2010.
The USACE and DWQ have reviewed wetland and stream delineations shown on the plans and has
concurred with the delineation. Coastal wetlands have been delineated by the project team and DCM
verified these determinations and the Section 10 waters within the project corridor. Stream and
wetland impacts will be permitted for the entire project through the Army Corps of Engineers (ACE). A
Stormwater Narrative E E I V j: Page 1
V
AUG 2 6 2009
00n , DWQ

401/404 application is planned to be submitted in November 2009 to include all phases of this project.
Phases 2 and 3 are anticipated to be permitted as "corridor" impacts.
Previous to this submittal, a design charette was conducted to develop a conceptual vertical and
horizontal alignment. Representatives from many environmental agencies, including USCG, USACE,
DWCt CAMA, and NMF took part in the discussions. Based on input from these agencies, the alignment.
was adjusted to improve minimization and avoidance of impacts to natural resources. Historical
features located near the project site have been avoided. No water or wastewater service is included as
part of this project.
The project permit boundary will be established to achieve the Low Density stormwater permitting
option and will have pockets of High Density. Consistent with Low Density stormwater strategy
described in requirements set forth in the Session Law 2008-211 Section 2.(b)3b, sheet flow and flow
through vegetated conveyances (grassed swales) will be maximized along the project corridor.
Generally, the roadway will have a 46 ft depressed median cross section. The roadway will generally
have three (3) distinct typical cross sections:
Section
Proposed Typical
Stormwater Strategy
Permitting
Description
Section
Strategy
Tangent and
Depressed median,
Utilize shoulder sheet flow and
Low
Curve Sections
open shoulder, grass
roadside swales. Occasional median
Density
swales
discharge points will be discharged to
preformed scour holes. No other
structural BMPs are proposed in
these roadway sections.
Tangent and
Depressed median,
Utilize shoulder sheet flow and
Low
Curve Sections
raised median with
roadside swales. Occasional median
Density
curb and gutter and
discharge points will be discharged to
with
open shoulder, grass
preformed scour holes. No other
Occasional
swales
structural BMPs are proposed in
Pockets of
these roadway sections. Collect
High
stormwater in pipe systems and
Density
convey to structural BMP prior to
discharge
Bridge/Culvert
Curb and gutter
Collect stormwater in pipe systems
Pockets of
approaches and
and convey to structural BMP prior to
High
other sections
discharge
Density
requiring curb
and gutter
Gate
n/a
Utilize sheet flow and swales or
Pocket of
collect stormwater in pipe systems
High
and convey to structural BMP prior to
Density
discharge
Proposed structural stormwater BMPs will be designed in accordance with the 2007 NCDENR
Stormwater Best Management Practices Manual and will be designed in compliance with requirements
set forth in the Session Law 2008-211 Section 2.(b)3b. The total proposed impervious area and
Stormwater Narrative Page 2

placement of structural stormwater BMPs will be determined as the project progresses. To comply with
the low density option, built upon area (BUA) will be 24% or less. The stormwater BMPs will be located
outside the vegetated buffer for each stream. The new base entry road will pass close to some existing
and proposed developments served by appropriately sized nest management practices; however, it is
strongly desired to treat stormwater from this project independently from other development on the
base and with the project corridor.
The roadway will typically be constructed in fill elevated above existing terrain. Off -site drainage will
pass through the roadway via culverts in locations of natural drainage conveyance. Existing streams will
be conveyed under the roadway in appropriately sized culverts following typical NCDOT criteria. These
culvert crossings will provide a combination of low and high flow conveyances to maintain natural
conditions along the jurisdictional corridor passing under the road. The three significant watercourses
(!Northeast Creek, Wallace Creek and Bearhead Creek) will be spanned by bridges. Coordination with
FEMA is planned to ensure compliance with floodplain regulations.
The project site is located in an area that is mostly previously undeveloped land. There are some
localized areas of development that the roadway corridor will impact, some of which might be pre-1988
built upon area.
An on -site evaluation of soils is currently underway. Results from this evaluation will provide details
about infiltration rates, seasonal high water table elevation, and other soil characteristics. This
information will be used to assist in the selection and design of appropriate BMPs for the project.
nE C E B V ED
UU
AUG Z 6 2009
PROD # _ DWG?
M:\projects\2009\09012 CampLejeune\Design\Z-Misc\KVdro\5wM\Express Permitting\Request for Express Permit Review Narrative.docx
Stormwater Narrative" Page 3

MEMORANDUM AN
USMC Camp Lejeune New Base Entry Road and Gate
Storm Water Meeting with DENR at Wilmington Regional Office
2:00— 3:30 pm, June 30, 2009
Attendees
DENR: Linda Lewis, Christine Nelson, Georgette Scott, Janet Russell
USMC Camp Lejeune: Brynn Ashton, Steven Whited, David Towler, Emily Sylvester, Pete Wright
MACTEC/RK&K Joint Venture: Tina Swiezy, Louise Slate, Jesse Barker, Allen Conger, Sheila Reeves
Meeting Minutes:
1. Introductions were made around the room
2. Focusing on a portion of phase one road section, Tina Swiezy presented the concepts for
addressing stormwater runoff from the new base access road to get buy in from DENR before
applying these concepts to the entire 6.5-mile road.
3. Concepts are based on low density with pockets of high density development.
a. Tangent sections — sheet flow to the toe of slope; occasional pipe to drain median
b. Curve sections— sheet flow where possible; swales and piping where necessary
c. Bridges = Drain to a wet pond sized to treat the first 1-5-inches of runoff and store
runoff from 10-year storm event before bypassing flow through spillway
4. The following is a recap of discussions and issues considered/discussed:
o Christine Nelson (CN) stated that below a discharge pipe into a preformed scour hole,
only the downstream side of a level spreader can be counted.
o A discussion on how best to drop treated runoff from a swale into the creek located
south of Tarawa Terrace housing.
■ Pipe treated runoff from the swale into the culvert at channel level (least
invasive to natural system — accomplishes grade drop without erosion —
preferred by design team)
• Build a level spreader and turn runoff into the wetland (issue — level spreader
would be at the top of the bluff so getting the runoff to stream level at a non -
erosive velocity would be a challenge)
■ Clear existing vegetation and grade a wide, flat, grassed Swale (largest impact on
wetland system)
■ Georgette Scott (GS) asked the design team to provide a sketch of the
alternatives along with the amount of water, velocities, and slopes to help them
evaluate the best alternative
o Linda Lewis (LL) asked if there would be access to this entry road from other
developments on base.
Emily Sylvester (ES) said that this will be a controlled access road in order to
maintain the speed limit.
LL stated that it would be helpful to make the project boundary slightly larger
than necessary in order to accommodate future development.
o CN asked if the design team has looked at neighboring stormwater permits.
0 Not yet. David Towler (DT) and ES of MCBCL can help provide this information.

MEMORANDUM
Al
o Tina Swiezy (TS) asked if a borrow pit can be used as a stormwater feature.
■ LL said it could be used if it were designed as a wet pond. Need to design a
drawdown feature for the design storage volume.
■ Keep depth 20 feet or less.
■ CN suggested building a constructed wetland as an educational feature at the
Boy Scout camp.
■ TS said it would be possible to build a wet pond to treat bridge runoff that
discharges into the borrow pit.
■ LL suggested designing a forebay in the borrow pit sized to treat bridge runoff
with a drawdown structure and outlet that discharges directly into the pit.
o DENR will respond to questions related to areas of concern during stormwater design
development. Develop an alternatives evaluation sketch and write up and email to LL.
o Drawings need to be at a legible scale; sensible for what is being shown.
o DENR would like to see drawings of each type of proposed cross section.
o Need to evaluate seasonal high water table (SWWT).
o Design team would like to submit the stormwater application in early November, The
design team would like to meet with DENR —4 weeks prior to this submittal to do a final
scoping meeting/completeness review.
o Design team needs to develop a conceptual design for Brewster Boulevard widening.
Include right of way as part of project boundary — target low density
■ Treat this as a separate project — send separate application and fee
■ Minimize impacts
■ Direct runoff away from surface water
■ Employ BMPs to the maximum extent practicable
2

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Contract B - FY11 Contract A - FY10
Temporary Intersection with NC24 Contract C - FY12
New Gate Facilities Bougainville Dr./Camp Knox Rd. Intersection
Northeast Creek Bridges Brewster Blvd. Interchange Bridges
/North Serving Brewster Blvd. Interchange Ramps South Serving Brewster Blvd. Interchange Ramps.
Urewster Blvd. Widening AStone Street Bridges J
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Wallace Creek Bridges
Proposed Wallace Creek Road Interchange
Bearhead Creek Bridges
,Holcomb Blvd. Interchange J
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CHARRETTE - 12 MAY 2009
FY10 MCON Project 1262, New Base Entry Point
Marine Corps Base, Camp L.ejeune, NC
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MACTEC RK&K A
PY10 MCON Project 1382 - New Base Entry Point & Road
Brewster Widening
Marine Corps Base, Camp Lejeune, NC
Stormwater Management Meeting
rrSeptember 164 2009, 10:30 AMJ
Location: Wilmington, NC
AGENDA
I. Summary of project current status by design team
H. Review of project permit split between the Base Entry Road and Brewster Blvd.
including construction phasing
III. Presentation of example submittal package for review and comment
:Z Index sheets for project -
Exhibits showing low vs high density areas for the project
Z Plan Sheets showing high density area
Z Example calculations for high density area
Z Review roll plots of conceptual drainage as necessary for portions of project
IV. Discussion and Summary of tasks moving forward
V. Set Next Meeting Date
V I. Discuss other topics of interest
M:lprojects12009109012_CampLejeunelDesignlZ-MisclHydro\PermittinglLejeune 5WM Mtg Agenda 091609.docx

Meeting Sign In Sheet
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