SW8081007_HISTORICAL FILE_20081212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Ci O-1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200812 l2
YYYYMMDD

x �OF \N 7-
Fi90 Michael F. Easley, Governor
' btU—i William G. Russ Jr., Secretary
r North Carolina Department of f''nvirunment and Natural Resources
�
O C Coleen If Sullins Director
Divisionof Water Quality
December 12, 2008
Commanding Officer, c/o Carl Baker, Deputy Public Works Officer
USMCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 25847
Subject: State Stormwater Management Permit No. SW8 081007
Camp Johnson - M200 Area Parking
High Density Commercial Infiltration Basin Project
Onslow County
Dear Mr. Baker:
The Wilmington Regional Office received a complete. State Stormwater Management Permit
Application for Camp Johnson - M200 Area Parking on'.December 12, 2008. 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
%z are_forwarding Permit No. SW8 081007 dated December 12, 2008, for the construction of the
_ Y subject project.
-This. permit shall be effective from -the date of issuance until December 12, 2018, and shall be
subject to the conditions and limitations as specified there r. P!ease,payspecial attention to
the Operation.and Maintenance requirements in this permit. Failure to a"siabllsK an adequate_._
system for operation and maintenance of the stormwater management system will result Fn
future compliance problems.
U;.
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 150B of the North Carolina General Statutes, and filed with the Office of A
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 Christine Nelson, or me at [phone].
Sincerely,
$.
Georgett Se" cott�
Stormwater Supervisor
Division of Water Quality
GDS/can: S:\WQS\STORMWATER\PERMIT\081007.dec08
cc: Bryan Dick, Earth Tech
Onslow County Building Inspections
Christine Nelson
cWilmington-RegionaI-Office.
Central Files
o,
N r hCarolina
wahrrrr/l�
North Carolina Division of Water Quality 127 Cardinal Drive l?xtensian Wilmington, NC 28405 Phone [phone] Customer Service:
Wilmington Regional Office Internet: Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

• 4
State Stormwater Management Systems
Permit No. SW8 081007
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commanding Officer c% Carl Baker, Deputy Public Works Officer
& USMCB Camp Lejeune
Camp Johnson - M200 Area Parking
Wilson Rd., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two infiltration basins in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 12, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
controls have been designed to handle the runoff from a total of 117,603 square
feet of impervious area.
3. These basins must be operated with 30' vegetated filters.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8
on page 3 of this permit, and as shown on the approved plans. This permit does
not provide any allocation of built -upon area for future development.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 081007
6. The runoff from all built -upon area within
the permitted drainage areas of this
project must be directed into the permitted stormwater control system.
7. The built -upon areas associated with this project shall be
landward of all perennial and intermittent surface waters.
located at least 50 feet
8. The following design criteria have been
permitted for the infiltration
basins and
must be provided and maintained at design condition:
Basin 1
Basin 2
a. Drainage Area, acres:
1.71
1.56
Onsite, ft2:
74,582
68,055
Offsite, ft2:
none
none
b. Total Impervious Surfaces, ft2:
59,479
58,124
Onsite, ft2:
59,479
58.124
Offsite, ft2:
none
none
C. Design Storm, inches:
1.5
1.5
d. Basin Depth, feet:
1.60
2.30
e. Bottom Elevation, FMSL:
14.40
13.70
f. Bottom Surface Area, ft2:
6,281
6,490
g. Bypass Weir Elevation, FMSL:
15.45
14.70
h. Permitted Storage Volume, ft3:
7,203
7,015
i. Predevelopment 1 yr 24 hr
peak flow, cfs:
0.02
0.02
j. Post -development 1 yr 24 hr
peak flow, cfs:
1.16
1.20
k. Type of Soil:
Baymeade
Baymeade
I. Expected Infiltration Rate, in/hr:
3.20
3.40
M. Seasonal High Water Table, FMSL:
12.00
11.50
n. Time to Draw Down, hours:
3.8
3.8
o. Receiving Stream/River Basin:
Northeast Creek /WO New River/ White Oak
P. Stream Index Number:
19-16-45
19-16-45
q. Classification of Water Body:
"Sc, NSW"
"Sc, HQW, NSW"
It. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 081007
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
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.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 081007
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. 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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 081007
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 12th day of December 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1.3MiU
Ior coieenm. sumns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6of8

State Stormwater Management Systems
Permit No. SW8 081007
Camp Johnson - M200 Area Parking
Stormwater Permit No. SW8 081007
Onslow Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 081007
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 8 of 8

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
U-3o-o
bLIC.)-- 3 CC,
Sw 011(x�
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I 011-wr"t .11WHIG LTII: M63111`I
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
MCB Camp Lejeune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Carl Baker Deputy Public Works Officer
3. Mailing Address for person listed in item 2 above:
City: MCB Camp Lejeune State:NC Zip:28547-2521
Phone: (910 ) 451-2213 Fax:
Email: [e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
USMCB Camp lohnson - M200
5. Location of Project (street address):
City:Camp Lejeune County:Onslow
6. Directions to project (from nearest major intersection):
From Camp lohnson gate take Montford Cover Rd 3 miles to Wilson Rd, Tom right. Project is on the right
at intersection with Taft Rd.
7. Latitude:34-43-25.6 N Longitude:77-24-47.9 W of project
8. Contact person who can answer questions about the project:
Name:Bryan Dick Telephone Number: (919-854-6252 )
Email:[e-mail] 7gM.pdif
II. PERMIT INFORMATION: T 3 0 2008
1. Specify whether project is (check one): ®New❑Renewal ication
Form SWU-101 Version 8.07 Page I of4

ni�u n r.,,.,
2. If this application is being submitted as the result of a renewal or modncca�hon to an existing permit, list the
existing permit numberNA I and its issue date (if known)
3. Specify the type of project (check one): JBY: 11
❑Low Density ®High Density []Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ❑Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be routed via erassed swales from imperivous areas to 2_infiltration basins. The infiltration
basins meet DWO requirments for drawdown time and is sized for the required treatment volume This project is
within NOT a 1 /2 mile of SA waters Basin locations have been tested for infiltration capacity and approved
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Site Area: 10.1 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: NA acres (not applicable if no Wetlands exist on site)
6. Total Project Area**: 5.6 acres 7. Project Built Upon Area: 48 %
8. How- many drainage areas does the project have? 2
9. Complete the following information for each drainage area. If there are more than two 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 1
Drainage Area 2
Receiving Stream Name
Northeast Creek
New River
Stream Class & Index No.
SC, NSW Index# 19-16 45
SC, HQW, NSW Index# 19 1
Drainage Area (so
74582 � 7) a�
68055 1,5fo xc
Existing Impervious* Area (sf)
11900
0
Proposed Impervious*Area (sf)
1 47579
58124
% Impervious* Area (total)
80%
85%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
0
0
On -site Streets (sf)
3200
0
On -site Parking (sf)
56279
58124
On -site Sidewalks (sf)
0
0
Other on -site (sf)
0
0
Off -site (sf)
0
0
Total (sf):
59479
58124
Form SWU-101 Version 8.07 Page 2 of 4

* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidezoalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of 4
RF�'Y�.TVFi)I
OCT 3 0 700A
BY:

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at hup://h2o.enr.state.nc.us/su/msi maos.htm)
1. Please indicate that you have provided the following required information by initiating in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (54,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Bryan Dick, EI, PH, Earth Tech
Mailing Address: 701 Corporate Ctr. Dr., Suite 475
Phone: (919 ) 854-6252
Email:[e-mail]
State:NC Zip:27607
Fax: (919 ) 854-6259
VIII. APPLICANT'S CERTIFICATION I
I, (print or type name of person listed in Ceneral Information, item 2) 6 l 15uke
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cove n will be ref ded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000. i // A
Date:
Form SWU-101 Version8.07 Page 4of4 OCT 3 7009

P. 01
TRANSACTION REPORT
DEC-15-2008 MON 07:30 AM t
t t
FOR: NCDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
DEC-15 07:27 AM 919198546259 2'48" 9 FAX TX OK 755
t TOTAL 2M 48S PAGES: 9 t
l< t
�l;�tl;tttttl<tt�X<tttttl;t�X<tl;t�l<ttX<l;t�X<l;a;�tttX<l;��t�ttttttttttttttttt>Kttttt�tttt>Kttttttttt��ttttttttl;tt�
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: l2 - l5 -o
r- -
To:
Co:
Fax:
Re:
Hard Copy to follow
No. Pages (excl. cover): 3
Express Permitting
From: Sandra ixum
Phone [phone]
Fax: 910 3f ) 50-20Q4
127 Cardinul Drive Extcnsion, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

EarthTech
A TKO Irunational ❑A. Company
'f0. Christine Nelson EXPRESS PER
INCDENR
127 Cardinal Dr. Extension
Wilmington, NC 28405
Phone:[phone] ..
WE ARE SENDING YOU:
DEC 1 2 2008
Letter of Transmittal
DATE: 11-Dec-08
PROJEC'INO.: 106132.01
ATTENTION:
RE: 'M200 Area Parking
❑�
Attached
❑ Prints
❑ Under separate cover via
the following items:
❑
Shop Drawings ,
❑ _� Change Order -
❑ Plans ❑ Samples
❑ Swaricatons ? �,
❑
Copy of Letter
❑
COPIES
DATE
NO.
DESCRIPI ION
2
11'-'Dec-08
":' 1
Sheet G•3 .. ;.:. .. -.. ",. . ,. ..
2
11-Dec-08
1
Sheet C-8
THESE ARE'FRANSMMfFD AS CHECKED 131-ILOW:
❑
For approval
. ❑ Approved as submitted
❑
- For your use
❑ Approved as noted
❑
"nested
I❑: / Returned for corrections
❑
For review and comment
' ❑
❑
For Bids Due
, 2000
❑
Resubmit
copies for
approval
❑
Submit
copies for
distribution
❑
Return
corrected
prints
❑ Prints Returned After Loan to us
REMARKS: Christine,
Enclosed are the plansheets you requsted for the M200 project at MCB CLNC. -
If you have any questions or comments, please feel free to call at 919-854-6223 or e-mail @ [e-mail]
Thanks,
Neil Dean
COPY TO: Project File; B. Dick
Ifenclosures are not as noted, kindly notify us at once.
701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607-5074
Te l cp h o ne 919. 854. 6200 17 a cs iani le 919. 854. 6259
lransmittalB300.doc

RE: request for additional info: SW8 081007 - M200 Area Parking
Subject: RE: request for additional info: SW8 081007 - M200 Area Parking
From: "Dick, Bryan" <Bryan.Dick a aecom.com>
Date: Thu, 4 Dee 2008 18:02:31 -0500
To: "Christine Nelson" <[e-mail]>
I will call you in the morning and get necessary amendments out to you
tomorrow.
Thanks
Bryan
Please note email address is changed
Bryan M. Dick, PH
Project Manager
EARTH TECH I AECOM
701 Corporate Center Drive
Suite 475
Raleigh NC 27607
[phone] - voice
[phone] - Fax
www.earthtech.aecom.com
[e-mail]
-----Original Message -----
From: Christine Nelson[mailto:[e-mail]]
Sent: Thursday, December 04, 2008 5:23 PM
To: Dick, Bryan; David Towler
Cc: Janet Russell; Sandra Exum
Subject: request for additional info: SW8 081007 - M200 Area Parking
Bryan,
I had a chance to look through the items submitted to me on Nov 25th and
had a few questions. I spoke to Neil Dean regarding them, but i think
he was going to pass them off to you when you returned to the office
tomorrow.
1. Please verify the road BOA identified in DA A vs the drainage area
map on G-3. It seems that the entire width of the road was included in
the drainage area, which appears to have more BOA than allocated in the
application. Is the road crowned?
2. Did you re -run HydroCAD for DA A based on the new information? The
version submitted on 11/25 was dated 10/27/08 and has the old numbers.
3. The storage volume and storage depth on plan sheet C-8 doesn't
appear to have been updated based on the latest elevations.
Please give me a call tomorrow morning so we can discuss time lines for
getting these items clarified in order to get this permit issued.
Thanks!
Christine
I of 1 12/8/2008 5:01 PM

NOV 2 5 7008
BY:
STORMWATER MANAGEMENT PLAN
PREPARED FOR: MCB CAMP LEJEUNE
AREA 200
DATE: 1 1 -24-08
EARTH TECH I AECOM
701 CORPORATE CENTER DR., SUITE 475
RALEIGH, NC 27607
919-854-6200
PREPARED BY:
BRYAN M. DICK, EIT, PH
CHECKED BY: NEIL DEAN, PE
SEAL S x
026453 `
1tillJE��
Dle
✓-
v J+'4I2oc8

NOV 2 5 2008
SY:__
PROJECT DESCRIPTION
THIS DOCUMENT IS TO SERVE AS A STORMWATER MANAGEMENT PLAN FOR THE
MCB CAMP LEJEUNE -CAMP JOHNSON AREA 200 PROJECT. THE PROJECT CONSISTS
OF THE ADDITION 2 POV PARKING AREAS TO THE EXISTING, DEVELOPED SITE. THE
COMPLETED PROJECT WILL PROVIDE FOR EXPANSION OF BASE FACILITIES TO
ACCOMMODATE ADDITIONAL STAFF IN THE COMING YEAR.
CONTACT INFORMATION
EARTH TECH, INC.
ATTN: BRYAN M. DICK, PH
701 CORPORATE CENTER DR., SUITE 475
RALEIGH. NC 27607
TELEPHONE: [phone]
FAX: [phone]
IDENTIFY PROJECT INVOLVEMENT
THIS PROJECT IS A PART OF THE WHITE OAK RIVER BASIN, AND IS CURRENTLY
NOT SUBJECT TO ANY BUFFER RULES. THE SITE IS APPROXIMATELY 1,000 FEET FROM
THE NEW RIVER APPROXIMATELY 2.5 MILES FROM THE CAMP JOHNSON GATE.
THE PROPOSED PROJECT STORMWATER PLAN WILL MEET THE REQUIREMENTS
OF RETAINING THE RUNOFF VOLUME THE 1.5 INCH RAINFALL EVENT PER THE
REQUIREMENTS BY THE STATE AS REFERENCED FROM THE DWQ STORMWATER
MANUAL, JULY 2007. TWO INFILTRATION BASINS ARE USED TO TWO DRAINAGE AREAS
AND LEVEL SPREADERS TREATS THE BYPASS FLOW AT EACH BASIN. THIS PROJECT IS
NOT WITHIN 0.5 MILES OF SA WATERS AND INFILTRATION DEVICES ARE NOT REQUIRED
BY DWQ. THE TREATMENT VOLUME PROVIDED AS WELL AS THE USE OF SWALES AND
ADEQUATE INFILTRATION CAPACITY WILL PROVIDE A POST DEVELOPMENT PEAK FLOW
RATE THAT IS LESS THAN THE PRE -DEVELOPMENT CONDITION, PER THE JULY 2007
START DATE FOR MEETING PHASE II REQUIREMENTS. HYDROCAD MODELS BASES ON
TR-55 METHODS WERE USED TO VALIDATE THE COMPLETE CAPTURE OF THE RUNOFF
FOR THE 1.5" TYPE III - 24 HR. STORM. THE BYPASS DEVICES ARE DESIGNED TO
DISTRIBUTE THE IO YEAR STORM AT A NON -EROSIVE VELOCITY.
STORMWATER DESIGN PARAMETERS
THE INFILTRATION BASINS ARE BASED ON THE FOLLOWING PARAMETERS OR
OBJECTIVES:
• PROVIDE 85% TSS REMOVAL
• PROTECT THE VALUE OF THE RECEIVING WATER RESOURCE
• 1.5" RAINFALL FOR BASIN STORAGE SIZING
• THE 1 YR RAINFALL FOR OUTLET STRUCTURE AND ROUTING DESIGN TO
MAINTAIN A POST DEVELOPMENT PEAK FLOW THAT IS LESS THAN PRE -
DEVELOPMENT PEAK FLOW

NOV 2 5 2008
• RATIO OF IMPERVIOUSSURFACE TO THE TOTAL AREA OF THE DRAINAGE AREA
• EXCEED A MINIMUM OF 2.0' CLEARANCE FROM THE SEASONAL HIGH WATER
TABLE
• RAINFALL EXCEEDING THE DESIGN STORM WILL BYPASS THE BASINS AND FLOW
THROUGH A MINIMUM OF 50' LONG VEGETATED FILTER
• LEVEL SPREADER HAS NON -EROSIVE VELOCITY ON THE 10 YEAR EVENT
DISCUSSION OF TREATMENT MEASURES
THE PROPOSED TREATMENT IS TO USE TWO INFILTRATION BASINS TO MEET THE
TSS AND PEAK FLOW REQUIREMENTS SET FORTH BY DWQ. THE SOILS OF THE
PROJECT SITE ARE APPROPRIATE SOILS FOR INFILTRATION AND THE SEASONAL HIGH
WATER TABLE AT THE SITE WILL ALLOW CONSTRUCTION OF THE BASINS WITH AT LEAST
A 2' OF CLEARANCE. BYPASS DEVICES ARE PROVIDED TO ALLOW ANY RUNOFF VOLUME
THAT EXCEEDS THE DESIGN STORAGE VOLUME TO BE ROUTED TO A LEVEL SPREADER
WITH A VEGETATED FILTER STRIP. THE LEVEL SPREADER LENGTH IS DESIGNED TO
HANDLE THE 10 YR PEAK RUNOFF RATE, SO NO BYPASS OF THE FILTER IS NECESSARY.
PHASE II REQUIREMENTS ARE MET BY USING A GRASSED SWALE TO COLLECT
SHEET FLOW FROM THE IMPERVIOUS AREAS AND BY THE INFILTRATION AND STORAGE
VOLUME PROVIDED IN EACH BASIN.
CONCLUSION
THIS STORMWATER MANAGEMENT PLAN REPRESENTS AN ENVIRONMENTALLY
SENSITIVE AND EFFECTIVE PLAN FOR UTILIZING THE PROPOSED STORMWATER
TREATMENTS TO ACCOMMODATE THE INCREASED RUNOFF OF THE PROPOSED SITE
DEVELOPMENT.

NHalf Moon
Ja ks' nvi
NC RO urEza Pirfey Green
w
AD
1 lw-�W5 P
3 aQ F2
CAMPBELL STREET
..'Mann ,nrps Nr a ' �O,
A
h BREWSTER BOULEVARD ;' .
N , r
m LO
x
Project Location
,• s moo• o
rr" BIRCH
-� �" � � � � � EE( , � Clrrp tej:��rnasMC B;,•'
' iL _. .51R CFQ a , GYMA
' R
°y e°
o y 01�
1
T VERONA LOOP ROAD ',• PROJECT SITE
I ,
Legend 0 05 ' 2W. Vicinity Map
EARTH TECH AECO41
_ PAVED Area M200 Parking
UNPAVED Camp Lejeune Marine Corps Base
Onslow County, NC

Legend Soils Map
—Project Site EARTH TECH
1 M200 Area Parking
Soil Map Units Camp Lejeune Marine Corps Base
Existing Roads Onslow County, North Carolina
— PAVED 0 150 300 600 Fit
UNPAVED
5�-=�J, 1 inch = 300 feet

Legend
Wetlands and DWQ
--PreliminaryWetlandsBoundaries EARTH TECH
Classification Map
—DWQ Named Streams
Unnamed Tributaries
Area M200 Parking
Existing Roads
Camp Lejeune Marine Corps Base
— PAVED
OnsloW County, North Carolina
UNPAVED
0 500 1,000 2,000 Feet
t,
1 inch = 1,000 feet

Page I of 2
CLJN.CLJN Jurisdictional_wetland_area
SIDE Feature Class
Description I Spatial I Attributes
Keywords
Theme: Wetlands Area, Location
Place: Camp Lejeune
Stratum: wetlands, planning, jurisdictional
Temporal: None
Description
Abstract
CLJN.CUN.jurisdictional_wetland—area contains polygons representing wetlands
created from the Jurisdictional Wetlands obtained from field survey and
approved by the Corps of Engineers, Wilmington, NC.
Purpose
Provide wetlands identification as it relates to planning, construction siting and
management tasks.
Supplementary Information
CUN.CUN.jurisdictional_wetland_area created from feature class
CUN.CUN.wetland_area
New feature class 2006
Status of the data
Complete - Last Reviewed: 10/17/06
Data update frequency: As needed
Time period for which the data is relevant
Date and time: 2005
Description: REQUIRED: The basis on which the time period of content information
is determined.
Publication Information
Who created the data: I&E/EMD/ECON
Date and time: REQUIRED: The date when the data set is published or otherwise
made available for release.
Data storage and access information
File name: CUN.CUN.jurisdictional_wetland_area
0 C T 3 0 2008
file://C:\Documents and Settings\lan.Jewell\Local Settings\Temp\metadata3.htm 2/8/2008

Page 2 of 2
Type of data: vector digital data
Location of the data:
. \\mcbclnasOl
\GIS_User_Storage\Lejeune\BLSD\GIS\ECRGCInsta IlationData\Lejeune\Data Req uests\:
\081007 Earth Tech\New Personal Geodatabase.mdb
Data processing environment: Microsoft Windows 2000 Version 5.2 (Build 3790)
Service Pack 1; ESRI ArcCatalog 9.1.0.780
Constraints on accessing and using the data
Details about this document
Contents last updated: 20070814 at time 09133300
Who completed this document
Standards used to create this document
ocT 3 0 2008
file://CADocuments and Settings\lan.Jewell\Local Settings\Temp\metadata3.htm 2/8/2008

106132 200 Area - Infiltration Basin A
Drain a Area Sf
74582
Imp Area (sf)
59479
(A) Drainage Area (Act
1.712167
(la Imp Fraction
0.80
(Ro)Rainfall Depth Per State SW P(in)
1.5
Step 1: Determine Runoff Volume
Simple Method
a I Rv = .05 +.9(1,t) = Rv (poet) =.05+.9'.67
Rv (pre) = .05+.9'0
b V= 3630x RD x R x A
Post
LNOV 2 5 20088
Designed By: BMD
Date: 10/25/2008
V (Post) = 7158 cf
Min. Treatment Vol Post - Pre )=
7158 cf
Treatment Vol in Ac-in
1.97 actin
Step 2: Determine Surface Area- Min.
3.2
(K) Infiltration Rate (in/hr)
T Intended Days to Infiltrate (days)
1 2
a.
V
= A=5232/(2'(6.69'2)) Min A in =
559.2 at
A
—
2*(K *T)
Step 3. Determine Dimensions
Scientist Site Visit and Soils
Storage Elevation 15.45 Flow Splitter- Inlet Elevation
Elevation 14.40 Flow Splitter - Bypass Flow Outlet
)litter - Outlet to Basin Elev. 15.00 Top of Berm Elevation
mvation Depth 0.67
Storage Depth
Surface Area Required (Avg of Top and Bottom SA)
Top Width @ Storage Elev 50.15 Top Length @ Storage
Bottom Width 43.85 Bottom Length
4. Calculation of Volumetric Flow Rate of Infitration and Drawdown
1 from infiltration: 'V is actually me Uarcian Flow Hate
Q=A.(K). Conversion=cfs
ExampleCalculatim ofQ: SurfaceArea=3184sf (K)=2.42in1hr
3184sf 2.42in I ft Ihr=0.18cfs
hr 12in 3600s
)rawdown Time for Treatment Volume Drawdown Time for Desiain Vol
Volume Cl)O Hours Da s
7203 0.461 4.3 0.18
ET2
1.05
6817
Target Area
6850 sf
148.9
Surface Area Storage =
7467 of
142.6
Surface Area Bottom =
6253 sf
Av Surface Area =
6860 of
Example Calculation Q=0.18cfs V=3184cf
V =T 3184ft' is Ihr=2.Iltrs=.049days
Q I 0.18 ft' 3600s
Area (sf) (K)in/hr D (infiltration) = 0.46 off;
6253 3.2

DEC 1 0 2008
106132 M200 Basin A- Post 12-9-08 BY: Type Ill 24-hr Rainfall=3.70"
Prepared by Earth Tech Page 2
HydroCADO 8.00 s/n 003562 @ 2006 HydroCAD Software Solutions LLC 12/9/2008
Pond 2P: Infiltration Basin B
Inflow Area = 1.712 ac, Inflow Depth = 2.36"
Inflow = 4.60 cfs @ 12.09 hrs, Volume= 0.337 of
Outflow = 0.51 cfs @ 11.65 hrs, Volume= 0.337 af, Atten= 89%, Lag= 0.0 min
Discarded = 0.51 cfs @ 11.65 hrs, Volume= 0.337 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs
Peak Elev= 15.16' @ 12.87 hrs Surf.Area= 0 sf Storage= 5,199 cf
Plug -Flow detention time= 78.5 min calculated for 0.337 of (100% of inflow)
Center -of -Mass det. time= 78.5 min ( 891.5 - 813.1 )
Volume Invert Avail.Storage Storage Description
#1 14.40' 7,203 cf Custom Stage Data Listed below
Elevation Cum.Store
(feet) (cubic -feet)
14.40 0
15.45 7,203
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 0.51 cfs Exfiltration at all elevations
#2 Secondary 15.45' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
Discarded OutFlow Max=0.51 cfs @ 11.65 hrs HW=14.41' (Free Discharge)
L1=Exfiltration (Exfiltration Controls 0.51 cfs)
$econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=14.40' (Free Discharge)
2=Broad-Crested Rectangular Weir( Controls 0.00 cfs)

]�EJE�'1F:�VJFll�
DEC 1 02008
106132 M200 Basin A- Post 12-9-08 BY' Type 111 24-hr Rainfall=3.70"
Prepared by Earth Tech Page 3
HydroCAD® 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 12/9/2008
Pond 2P: Infiltration Basin B
Hydrograph
4.60 cfs
Inflow Area=1.712'ac
6-
Peak Elev=15.16'
I
4 Storage=5 199-cf -
3
a
a
LL I I I I
n sl 1 f� r
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48
Time (hours)
® Inflow
❑ outflow
® Discarded
M Secondary

106132 M200 Basin A- Post 12-9-08
Prepared by Earth Tech
�JE;�'1F:Y`VJE�
DEC 1 0 2008
By: Type 111 24-hr
Solutions LLC
Hydrograph for Pond 2P: Infiltration Basin B
Time
Inflow
Storage
Elevation
Outflow
Discarded
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
0.00
0.00
0
14.40
0.00
0.00
0.00
1.00
0.00
0
14.40
0.00
0.00
0.00
2.00
0.00
0
14.40
0.00
0.00
0.00
3.00
0.00
0
14.40
0.00
0.00
0.00
4.00
0.00
0
14.40
0.00
0.00
0.00
5.00
0.00
0
14.40
0.00
0.00
0.00
6.00
0.00
0
14.40
0.00
0.00
0.00
7.00
0.00
1
14.40
0.00
0.00
0.00
8.00
0.02
3
14.40
0.02
0.02
0.00
9.00
0.06
8
14.40
0.06
0.06
0.00
10.00
0.11
15
14.40
0.11
0.11
0.00
11.00
0.22
31
14.40
0.22
0.22
0.00
12.00
2.77
1,194
14.57
0.51
0.51
0.00
13.00
0.45
5,185
15.16
0.51
0.51
0.00
14.00
0.29
4,615
15.07
0.51
0.51
0.00
15.00
0.22
3,675
14.94
0.51
0.51
0.00
16.00
0.15
2,508
14.77
0.51
0.51
0.00
17.00
0.12
1,163
14.57
0.51
0.51
0.00
18.00
0.09
14
14.40
0.10
0.10
0.00
19.00
0.08
12
14.40
0.08
0.08
0.00
20.00
0.08
11
14.40
0.08
0.08
0.00
21.00
0.07
10
14.40
0.07
0.07
0.00
22.00
0.06
9
14.40
0.06
0.06
0.00
23.00
0.06
8
14.40
0.06
0.06
0.00
24.00
0.05
7
14.40
0.05
0.05
0.00
25.00
0.00
0
14.40
0.00
0.00
0.00
26.00
0.00
0
14.40
0.00
0.00
0.00
27.00
0.00
0
14.40
0.00
0.00
0.00
28.00
0.00
0
14.40
0.00
0.00
0.00
29.00
0.00
0
14.40
0.00
0.00
0.00
30.00
0.00
0
14.40
0.00
0.00
0.00
31.00
0.00
0
14.40
0.00
0.00
0.00
32.00
0.00
0
14.40
0.00
0.00
0.00
33.00
0.00
0
14.40
0.00
0.00
0.00
34.00
0.00
0
14.40
0.00
0.00
0.00
35.00
0.00
0
14.40
0.00
0.00
0.00
36.00
0.00
0
14.40
0.00
0.00
0.00
37.00
0.00
0
14.40
0.00
0.00
0.00
38.00
0.00
0
14.40
0.00
0.00
0.00
39.00
0.00
0
14.40
0.00
0.00
0.00
40.00
0.00
0
14.40
0.00
0.00
0.00
41.00
0.00
0
14.40
0.00
0.00
0.00
42.00
0.00
0
14.40
0.00
0.00
0.00
43.00
0.00
0
14.40
0.00
0.00
0.00
44.00
0.00
0
14.40
0.00
0.00
0.00
45.00
0.00
0
14.40
0.00
0.00
0.00
46.00
0.00
0
14.40
0.00
0.00
0.00
47.00
0.00
0
14.40
0.00
0.00
0.00
48.00
0.00
0
14.40
0.00
0.00
0.00
Rainfall=3.70"
Page 4

7RJF;�'7>♦ Y'57����
DEC 1 0 2008
106132 M200 Basin A- Post 12-9-08 BY:
Tiype I// 24-hr Rainfall=3.70"
Prepared by Earth Tech Page 5
HydroCADO 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 12/9/2008
Stage -Discharge for Pond 2P: Infiltration Basin B
Elevation Discharge Discarded Secondary
(feet)
(cfs)
(cfs)
(cfs)
14.40
0.00
0.00
0.00
14.41
0.51
0.51
0.00
14.42
0.51
0.51
0.00
14.43
0.51
0.51
0.00
14.44
0.51
0.51
0.00
14.45
0.51
0.51
0.00
14.46
0.51
0.51
0.00
14.47
0.51
0.51
0.00
14.48
0.51
0.51
0.00
14.49
0.51
0.51
0.00
14.50
0.51
0.51
0.00
14.51
0.51
0.51
0.00
14.52
0.51
0.51
0.00
14.53
0.51
0.51
0.00
14.54
0.51
0.51
0.00
14.55
0.51
0.51
0.00
14.56
0.51
0.51
0.00
14.57
0.51
0.51
0.00
14.58
0.51
0.51
0.00
14.59
0.51
0.51
0.00
14.60
0.51
0.51
0.00
14.61
0.51
0.51
0.00
14.62
0.51
0.51
0.00
14.63
0.51
0.51
0.00
14.64
0.51
0.51
0.00
14.65
0.51
0.51
0.00
14.66
0.51
0.51
0.00
14.67
0.51
0.51
0.00
14.68
0.51
0.51
0.00
14.69
0.51
0.51
0.00
14.70
0.51
0.51
0.00
14.71
0.51
0.51
0.00
14.72
0.51
0.51
0.00
14.73
0.51
0.51
0.00
14.74
0.51
0.51
0.00
14.75
0.51
0.51
0.00
14.76
0.51
0.51
0.00
14.77
0.51
0.51
0.00
14.78
0.51
0.51
0.00
14.79
0.51
0.51
0.00
14.80
0.51
0.51
0.00
14.81
0.51
0.51
0.00
14.82
0.51
0.51
0.00
14.83
0.51
0.51
0.00
14.84
0.51
0.51
0.00
14.85
0.51
0.51
0.00
14.86
0.51
0.51
0.00
14.87
0.51
0.51
0.00
14.88
0.51
0.51
0.00
14.89
0.51
0.51
0.00
14.90
0.51
0.51
0.00
14.91
0.51
0.51
0.00
14.92
0.51
0.51
0.00
Elevation Discharge Discarded Secondary
(feet)
(cfs)
(cfs)
(cfs)
14.93
0.51
0.51
0.00
14.94
0.51
0.51
0.00
14.95
0.51
0.51
0.00
14.96
0.51
0.51
0.00
14.97
0.51
0.51
0.00
14.98
0.51
0.51
0.00
14.99
0.51
0.51
0.00
15.00
0.51
0.51
0.00
15.01
0.51
0.51
0.00
15.02
0.51
0.51
0.00
15.03
0.51
0.51
0.00
15.04
0.51
0.51
0.00
15.05
0.51
0.51
0.00
15.06
0.51
0.51
0.00
15.07
0.51
0.51
0.00
15.08
0.51
0.51
0.00
15.09
0.51
0.51
0.00
15.10
0.51
0.51
0.00
15.11
0.51
0.51
0.00
15.12
0.51
0.51
0.00
15.13
0.51
0.51
0.00
15.14
0.51
0.51
0.00
15.15
0.51
0.51
0.00
15.16
0.51
0.51
0.00
15.17
0.51
0.51
0.00
15.18
0.51
0.51
0.00
15.19
0.51
0.51
0.00
15.20
0.51
0.51
0.00
15.21
0.51
0.51
0.00
15.22
0.51
0.51
0.00
15.23
0.51
0.51
0.00
15.24
0.51
0.51
0.00
15.25
0.51
0.51
0.00
15.26
0.51
0.51
0.00
15.27
0.51
0.51
0.00
15.28
0.51
0.51
0.00
15.29
0.51
0.51
0.00
15.30
0.51
0.51
0.00
15.31
0.51
0.51
0.00
15.32
0.51
0.51
0.00
15.33
0.51
0.51
0.00
15.34
0.51
0.51
0.00
15.35
0.51
0.51
0.00
15.36
0.51
0.51
0.00
15.37
0.51
0.51
0.00
15.38
0.51
0.51
0.00
15.39
0.51
0.51
0.00
15.40
0.51
0.51
0.00
15.41
0.51
0.51
0.00
15.42
0.51
0.51
0.00
15.43
0.51
0.51
0.00
15.44
0.51
0.51
0.00
15.45
0.51
0.51
0.00

lw !
NOV 2 5 2008
106132 200 Area - Infiltration Basin B
Drain a Area (Sf)
68055
Imp Area (at)
58124
(A)Drain a Area (Ac)
1.562328
(]r) Imp Fraction
0.85
�(Ro)Rainfall Depth Pei State SWP(in)
1.5
Step 1: Determine Runoff Volume
Simple Method
a. Rv = .05 +.9(I,,) = Rv (post)
Rv (pre) = .05+.9'0
b V= 3630x RD x R x A
Post V=3628-27*9.67-+.627.7.
Designed By:
Date:
V (Post) =
BMD
10/25/2008
0.82
0.05
6964 of
Min. Treatment Vol(Post -Pre)= 6964 cf
Treatment Vol in Ac-in 1.92 ac-in
Step 2: Determine Surface Area- Min.
K) Infiltration Rate (in/hr) 3.4
(1) Intended Days to Infiltrate (days)) 2
a. A — V = A=5232/(2-(6.69'2)) IMin SA of Basin = 512.1 sf
2*(K*T)
Step 3. Determine Dimensions
Storage Elevation 14.70 Flow Splitter- Inlet Elevation
Elevation 13.70 Flow Splitter - Bypass Flow Outlet
Jitter - Outlet to Basin Elev. 14.20 Too of Berm Elevation
Storage Depth
Surface Area Required (Avg of Top and Bottom SA)
Top Width ® Storage Elev 65 Top Length ® Storage
Bottom Width 59 Bottom Length
4. Calculation of Volumetric Flow Rate of Infitration and Drawdown
I from infiltration: 'O is actually the Uarelan How Hale
Q=A.(K). Conversion=cfs
ExampleCalculafiof of Q: SurfaceArea=3184sf (K)=2.42 inl hr
3184sf 2.42in I ft Ihr=0.I8cfs
hr 12in 3600s
)rawdnwn Time for Trentment Vnlumn Drawdown Time for Dosi n Vol
Volume cf O Hours Days
7015 0.51 3.8 0.16
1.00
6964
Target Area 7000 at
116.0 Surface Area Storage = 7540 sf
110.0 Surface Area Bottom = 6490 sf
1Avg Surface Area = 7( sf
Volume of Basin De th'SA = 7015 of
ExampleCalculatiat: Q=0.18cfs V=3184cf
V = T ;. 3184fr' Is' Ihr = 2.Ihrs=.049days
Q 1 0.18 ft 3600s
Area (sf) (K) in/hr D (infiltration) = 0.51 oft;
6490 3.4

Post
*f4bSt. Reach on Llnk .
Infiltration Basin B
Drainage Diagram for 106132 M200 Basin B- Pre
Prepared by Earth Tech 10/27/2008
HydroCAD® 8.00 s/n 003562 © 2006 HydroCAD,S6ftware,Solution
OCT 3 0 2008

106132 M200 Basin B- Pre Type/1/ 24-hr Rainfall=3.70"
Prepared by Earth Tech Page 2
HydroCAD@ 8.00 s/n 003562 @ 2006 HydroCAD Software Solutions LLC 10/27/2008
Pond 2P: Infiltration Basin B
Inflow Area = 1.562 ac, Inflow Depth > 2.63"
Inflow = 5.21 cis @ 12.05 hrs, Volume= 0.343 of
Outflow = 0.51 cfs @ 11.58 hrs, Volume= 0.343 af, Atten= 90%, Lag= 0.0 min
Discarded = 0.51 cfs @ 11.58 hrs, Volume= 0.343 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 14.45' @ 12.79 hrs Surf.Area= 0 sf Storage= 5,247 cf
Plug -Flow detention time= 76.6 min calculated for 0.343 of (100% of inflow)
Center -of -Mass det. time= 76.4 min ( 875.0 - 798.6 )
Volume Invert Avail.Storage Storage Description
#1 13.70' 7,015 cf Custom Stage Data Listed below
Elevation Cum.Store
(feet) (cubic -feet)
13.70 0
14.70 7,015
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 0.51 cfs Exfiltration at all elevations
#2 Secondary 14.70' 4.0' long x 0.5' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
Discarded OutFlow Max=0.51 cfs @ 11.58 hrs HW=13.71' (Free Discharge)
L1=Exfiltration (Exfiltration Controls 0.51 cfs)
$econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=13.70' (Free Discharge)
2=Broad-Crested Rectangular Weir( Controls 0.00 cfs)
OCT 3 0 Z008

106132 M200 Basin B- Pre Type 111 24-hr Rainfall=3.70"
Prepared by Earth Tech Page 3
HydroCADO 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 10/27/2008
Peak Elev--14.45'
-Storage—�5,247-cf--------------------
;j
--------------------
11*72
j
r//ram' /iiiiiiii�
0 2 4 6 8 10 12 14 16 18 20 22 24
Time (hours)
® Inflow
Q Outflow
® Discarded
❑■ Secondary
OCT 3 0 2008 i

106132 M200 Basin B- Pre
Type /// 24-hr Rainfall=3.70"
Prepared by Earth Tech Page 4
HydroCADB 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 10/27/2008
Hydrograph for Pond 2P: Infiltration Basin B
Time
ours)
Inflow
(cfs)
Storage
(cubic -feet)
Elevation
(feet)
Outflow
(cfs)
Discarded
(cfs)
Secondary
(cfs)
0.00
0.00
0
13.70
0.00
0.00
0.00
0.50
0.00
0
13.70
0.00
0.00
0.00
1.00
0.00
0
13.70
0.00
0.00
0.00
1.50
0.00
0
13.70
0.00
0.00
0.00
2.00
0.00
0
13.70
0.00
0.00
0.00
2.50
0.00
0
13.70
0.00
0.00
0.00
3.00
0.00
0
13.70
0.00
0.00
0.00
3.50
0.00
0
13.70
0.00
0.00
0.00
4.00
0.00
0
13.70
0.00
0.00
0.00
4.50
0.00
0
13.70
0.00
0.00
0.00
5.00
0.00
0
13.70
0.00
0.00
0.00
5.50
0.00
0
13.70
0.00
0.00
0.00
6.00
0.01
1
13.70
0.01
0.01
0.00
6.50
0.01
2
13.70
0.01
0.01
0.00
7.00
0.02
3
13.70
0.02
0.02
0.00
7.50
0.03
4
13.70
0.03
0.03
0.00
8.00
0.04
6
13.70
0.04
0.04
0.00
8.50
0.06
8
13.70
0.06
0.06
0.00
9.00
0.08
11
13.70
0.08
0.08
0.00
9.50
0.11
15
13.70
0.11
0.11
0.00
10.00
0.14
19
13.70
0.14
0.14
0.00
10.50
0.20
26
13.70
0.19
0.19
0.00
11.00
0.26
35
13.70
0.25
0.25
0.00
11.50
0.45
60
13.71
0.44
0.44
0.00
12.00
3.92
1,643
13.93
0.51
0.51
0.00
12.50
0.86
5,149
14.43
0.51
0.51
0.00
13.00
0.41
5,211
14.44
0.51
0.51
0.00
13.50
0.33
4,947
14.41
0.51
0.51
0.00
14.00
0.27
4,570
14.35
0.51
0.51
0.00
14.50
0.24
4,103
14.28
0.51
0.51
0.00
15.00
0.21
3,582
14.21
0.51
0.51
0.00
15.50
0.17
3,006
14.13
0.51
0.51
0.00
16.00
0.14
2,375
14.04
0.51
0.51
0.00
16.50
0.13
1,701
13.94
0.51
0.51
0.00
17.00
0.12
1,003
13.84
0.51
0.51
0.00
17.50
0.10
281
13.74
0.51
0.51
0.00
18.00
0.09
12
13.70
0.09
0.09
0.00
18.50
0.08
12
13.70
0.08
0.08
0.00
19.00
0.08
11
13.70
0.08
0.08
0.00
19.50
0.08
10
13.70
0.08
0.08
0.00
20.00
0.07
10
13.70
0.07
0.07
0.00
20.50
0.07
9
13.70
0.07
0.07
0.00
21.00
0.07
9
13.70
0.07
0.07
0.00
21.50
0.06
9
13.70
0.06
0.06
0.00
22.00
0.06
8
13.70
0.06
0.06
0.00
22.50
0.06
8
13.70
0.06
0.06
0.00
23.00
0.05
7
13.70
0.05
0.05
0.00
23.50
0.05
7
13.70
0.05
0.05
0.00
24.00
0.05
6
13.70
0.05
0.05
0.00
OCT 3 0 2008
---

106132 M200 Basin B- Pre Type 1/124-hr Rainfall=3.70"
Prepared by Earth Tech Page 5
HydroCADO 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 10/27/2008
Stage -Discharge for Pond 2P: Infiltration Basin B
Elevation Discharge Discarded Secondary
(feet)
(cfs)
(cfs)
(cfs)
13.70
0.00
0.00
0.06
13.71
0.51
0.51
0.00
13.72
0.51
0.51
0.00
13.73
0.51
0.51
0.00
13.74
0.51
0.51
0.00
13.75
0.51
0.51
0.00
13.76
0.51
0.51
0.00
13.77
0.51
0.51
0.00
13.78
0.51
0.51
0.00
13.79
0.51
0.51
0.00
13.80
0.51
0.51
0.00
13.81
0.51
0.51
0.00
13.82
0.51
0.51
0.00
13.83
0.51
0.51
0.00
13.84
0.51
0.51
0.00
13.85
0.51
0.51
0.00
13.86
0.51
0.51
0.00
13.87
0.51
0.51
0.00
13.88
0.51
0.51
0.00
13.89
0.51
0.51
0.00
13.90
0.51
0.51
0.00
13.91
0.51
0.51
0.00
13.92
0.51
0.51
0.00
13.93
0.51
0.51
0.00
13.94
0.51
0.51
0.00
13.95
0.51
0.51
0.00
13.96
0.51
0.51
0.00
13.97
0.51
0.51
0.00
13.98
0.51
0.51
0.00
13.99
0.51
0.51
0.00
14.00
0.51
0.51
0.00
14.01
0.51
0.51
0.00
14.02
0.51
0.51
0.00
14.03
0.51
0.51
0.00
14.04
0.51
0.51
0.00
14.05
0.51
0.51
0.00
14.06
0.51
0.51
0.00
14.07
0.51
0.51
0.00
14.08
0.51
0.51
0.00
14.09
0.51
0.51
0.00
14.10
0.51
0.51
0.00
14.11
0.51
0.51
0.00
14.12
0.51
0.51
0.00
14.13
0.51
0.51
0.00
14.14
0.51
0.51
0.00
14.15
0.51
0.51
0.00
14.16
0.51
0.51
0.00
14.17
0.51
0.51
0.00
14.18
0.51
0.51
0.00
14.19
0.51
0.51
0.00
14.20
0.51
0.51
0.00
14.21
0.51
0.51
0.00
14.22
0.51
0.51
0.00
Elevation Discharge Discarded Secondary
(feet)
(cfs)
(cfs)
(cfs)
14.23
0.51
0.51
0.00
14.24
0.51
0.51
0.00
14.25
0.51
0.51
0.00
14.26
0.51
0.51
0.00
14.27
0.51
0.51
0.00
14.28
0.51
0.51
0.00
14.29
0.51
0.51
0.00
14.30
0.51
0.51
0.00
14.31
0.51
0.51
0.00
14.32
0.51
0.51
0.00
14.33
0.51
0.51
0.00
14.34
0.51
0.51
0.00
14.35
0.51
0.51
0.00
14.36
0.51
0.51
0.00
14.37
0.51
0.51
0.00
14.38
0.51
0.51
0.00
14.39
0.51
0.51
0.00
14.40
0.51
0.51
0.00
14.41
0.51
0.51
0.00
14.42
0.51
0.51
0.00
14.43
0.51
0.51
0.00
14.44
0.51
0.51
0.00
14.45
0.51
0.51
0.00
14.46
0.51
0.51
0.00
14.47
0.51
0.51
0.00
14.48
0.51
0.51
0.00
14.49
0.51
0.51
0.00
14.50
0.51
0.51
0.00
14.51
0.51
0.51
0.00
14.52
0.51
0.51
0.00
14.53
0.51
0.51
0.00
14.54
0.51
0.51
0.00
14.55
0.51
0.51
0.00
14.56
0.51
0.51
0.00
14.57
0.51
0.51
0.00
14.58
0.51
0.51
0.00
14.59
0.51
0.51
0.00
14.60
0.51
0.51
0.00
14.61
0.51
0.51
0.00
14.62
0.51
0.51
0.00
14.63
0.51
0.51
0.00
14.64
0.51
0.51
0.00
14.65
0.51
0.51
0.00
14.66
0.51
0.51
0.00
14.67
0.51
0.51
0.00
14.68
0.51
0.51
0.00
14.69
0.51
0.51
0.00
14.70
0.51
0.51
0.00
J V% ui
OCT S 0 ZW

SOIL & SITE EVALUATION - STORMWATER BASINS
200 Area Camp Johnson
Camp LeJeune
Jacksonville, North Carolina
TCG Job # 7354
Prepared For:
Mr. Brian Dick, PH
Earth Tech I AECOM
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
Prepared By:
` The•
Cafeno
�Grqup
The Catena Group, Inc.
410-B Millstone Drive
Hillsborough, NC 27278
Tel [phone] Fax [phone]
September 29, 2008

INTRODUCTION
The Marine Corps Base at Camp Lejeune plans an expansion at the 200 Area of Camp Johnson.
As part of this expansion, several stormwater infiltration basins are being considered to infiltrate
runoff from adjacent impervious surfaces. As part of the application process, a soils
investigation detailing soil type, infiltration rate, and depth to seasonal high water table is
required. The Catena Group, Inc (TCG) has been retained to perform the soil investigations.
INVESTIGATION METHODOLOGY
Prior to the field investigation, the Onslow County Soil Survey was referenced to get an
overview of the possible soil series located in the study area. Around the site, there are three
mapped units (Table 1). Figure 1 presents the mapped soil series and the general locations of the
proposed infiltration basins where soil borings and infiltration tests were performed.
Table I - Soil Series, Map Unit Symbol, and Taxonomic Class
Map Unit Symbol
Soil Series/Map Unit Name
Taxonomic Class
BaB
Ba meade
Thermic Arenic Ha ludults
BmB
Ba meade —Urban land Complex
NoA, NoB
Norfolk
Thermic Typic Kandiudults
The field investigation was performed on September 10 and 12, 2008. Soil borings were made
with a hand -turned auger in the vicinity of the proposed infiltration basins. Observations of the
landscape (slope, drainage patterns, past use, etc.) as well as soil properties (depth, texture,
structure, seasonal wetness, restrictive horizons, etc.) to a depth > 60 inches, when possible, were
recorded. Soil color was determined with a Munsell Soil Color Chart.
The rate of water entry into a soil is referred to as the infiltration rate. The infiltration rate into o
soil decreases with time mainly due to an increase in the soil water content and a decrease in the
hydraulic gradient. As infiltration continues, the rate of water entry into the soil reaches a
constant value (steady state condition), which is considered to be the same as the saturated
hydraulic conductivity (KSAT) of the soil. The KSAT was measured in the field and used to
characterize the infiltration rate for the proposed infiltration basin.
KSAT measurements were performed at the proposed infiltration basin using a constant -head
permeameter (Amoozemeter). Before any readings were recorded, the Amoozemeter was
allowed to equilibrate, typically 20 minutes.
Based on conversations with the designer of the proposed infiltration basins, construction of the
basin would remove approximately 6 inches of topsoil. As such, the KSAT measurements were
performed around a depth of 12 inches in order to estimate the infiltration rate at the new soil
surface.
1
ti- ar iII
p0� 3 0 2008

RESULTS
Soil Type
All of the soil was in a natural state and with fairly similar horizons except for Site 5, which had
been cut and filled and was not suitable for an infiltration basin. Site 5 was subsequently re-
located and is noted as Site 5A.
Table 2 presents each boring with a soil series determination. Determination of soil series was
made through a comparison of soil boring descriptions to the Natural Resources Conservation
Service (NRCS) Official Series Description (OSD) for the soil series that were mapped by the
NRCS for this site.
Depth to Seasonal High Water Table
The depth to the seasonal high water table (SHWT) was noted at each boring based on
redoximorphic features, the presence of saturated soil, and best professional judgment.
Table 2 - Soil Series Determination and Depth to SHWT
Boring #
Soil Series Determination
SHWT Determination
inches below surface
1
Baymeade
53
2/3*
Baymeade
37
3/4**
Norfolk
40
5
Disturbed
6
5 B
Baymeade
42
6/7***
Baymeade
42
8
Baymeade
34
9
Norfolk
32
10
Norfolk
33
* Site location represents both basins 2 and 3
** Site location represents both basins 3 and 4
*** Site location represents both basins 6 and 7
Infiltration Rate
Saturated hydraulic conductivity tests were performed at each of the proposed infiltration basin
sites and the results for each test are shown below in Table 3. Since soil is inherently non -
homogeneous, field tests can often misrepresent the aerial hydraulic conductivity of a soil. In
particular, field tests underestimate the saturated hydraulic conductivity of clayey soil and
overestimate it in sandy soils. As a result of this misrepresentation, a "moderation factor" is
suggested to convert point saturated hydraulic conductivity to aerial saturated hydraulic
conductivity for each proposed infiltration basin. Since the soil is typically fine sand or loamy
sand, a moderation factor of 0.75 was used to correct for the potential of overestimating the
infiltration rate. Table 5 presents the saturated hydraulic conductivity geometric mean for each
infiltration basin as well as a moderation factor to get an area infiltration rate for each proposed
infiltration basin.
OCT 3 0 2008

Table 3 - Results of Saturated Hydraulic Conductivity Tests and Geometric Mean
Soil Type
Test
Location
Test Depth
(in)
Measured
KSAT (in/hr)
Geometric
Mean (in/hr)
75%
Geometric
Mean in/hr
Ba meade
2/3
12
3.2
3.54
2.65
Ba meade
7
12
3.4
Ba meade
8
12
4.0
Ba meade
10
12.5
3.6
Norfolk
3/4
12
3.6
2.61
1.95
Norfolk
1 9
12
1.2
Norfolk
1 10
12
4.1
As shown in Table 3, the proposed basin has an infiltration rate of 1.93 inch/hour, which is
greater than the required minimum of 0.52 inch/hour.
CONCLUSIONS
The findings presented herein represent TCG's professional opinion based on our site and soils
evaluation. This report is provided to assist in the application for the infiltration basin by
providing the soil information. North Carolina DWQ must issue the final permit. Any
concurrence with the findings in this report would be made at that time.
1 OCR 3 0 2008

The 200 Area, Camp Johnson
Catena Proposed Infiltration Basins
Group
Onslow County, North Carolina
o 1ie
Figure
October 2008
A5 Shown
�
Jab No..
ob N
7754

Re: request for additional info: SW Project No. 081007 - M200 Area ...
Subject: Re: request for additional info: SW Project No. 081007 - M200 Area Parking
From: Christine Nelson <[e-mail]>
Date: Mon, 17 Nov 2008 14:04:51 -0500
To: "Dick, Bryan" <[e-mail]>
Bryan,
An extension until the 25th is ok with me.
Christine
Dick, Bryan wrote:
Christine,
We will address the comments tomorrow and send the response via fedex as
soon as I get a check in hand. I could have the responses to you by
11/20, but will need till 11/25 to have the check in your hands. It is
hard for me to get a check within a few days... So, I would like to
extend the deadline to 11/25 and will send everything at once.
Thanks in advance and please let me know if extending the deadline is a
problem.
Bryan
Please note email address is changed
Bryan M. Dick, PH
Project Manager EARTH TECH I AECOM
701 Corporate Center Drive Suite 475 Raleigh NO 27607 [phone] - voice (919)'
854-6259 - Fax
www.earthtech.aecom.com
[e-mail]
-----Original Message -----
From: Christine Nelson[mailto:[e-mail]) Sent: Friday, November
14, 2008 3:46 PM
To: [e-mail]; Dick, Bryan
Cc: David Towler; Janet Russell
Subject: request for additional info: SW Project No. 081007 - M200 Area
Parking
Gentlemen,
I have attached a pdf version of my request for additional information for
Stormwater Project SW8 081007 - USMCB Camp Johnson - M200. I will also send
copies via mail. Please let me know if you have any
questions.
Thanks!
Christine
Express Stormwater Permitting
NC-DENR
I of 1 11/17/2008 2:05 PM

s
Michael F. Easley, Governor
i
PWilliam G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
1
Y Coleen H. Sullins Director
Division of Water Quality
November 14, 2008
Commanding Officer, c/o Carl Baker, Deputy Public Works Officer
USMCB Camp Lejeune
Bldg1005 Michael Road
Camp Lejeune, NC 25847
Subject: Request for Additional Information
Stormwater Project No. SW8 081007
USMCB Camp Johnson - M200 Area Parking
Onslow County
Dear Mr. Baker:
The Wilmington Regional Office received a State Stormwater Management Permit Application
for USMCB Camp Johnson - M200 Area Parking on October 30, 2008. A preliminary review of
that information has determined that the following information is needed to continue the
stormwater review:
1. The infiltration supplement for drainage area A lists the basin bottom elevation at 14.4
fmsl and the storage elevation at 12.0 fmsl. The storage surface area for the infiltration
basin is listed as 15.4 ft2. Please verify the supplement has been completed correctly.
2. Please verify the provided storage volume listed on the infiltration basin supplement for
drainage area A is consistent with the calculations. It appears that there may be a typo
on the supplement.
3. The elevation of the infiltration basin berm for drainage area B identified on page C-8 of
the plans is listed as 15.5 ft, which is inconsistent with the other documentation. Please
verify.
4. Please provide calculations that have been signed, sealed, and dated.
5. Please demonstrate where the runoff from Hoover Road is directed. If the offsite
drainage from Hoover Road be collected in the western collection swale for infiltration
basin A, please include it in the drainage area.
6. Please submit a $500 fee for the additional review required for this application.
Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all
numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office by November 20, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1
to enforcement action pursuant to NCGS 143-215.6A.
under an
and is subjgct
NprihCarolina
NalAW1111
North Carolina Division of Water Quality 127 Cardinal Drive lixtension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatergralitvorg Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

1 Carl Baker
November 14, 2008
Stormwater Application No. SW8 081007
Please reference the State assigned project number on all correspondence. If you have
any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
�.YvIJ �U,,., �
Christine Nelson
Environmental Engineer
ENB/can: S:\WQS\STORMWATERWDDINFO\2008\081007.nov08
cc: Bryan Dick, Earth Tech
Christine Nelson
.Wilmington Regional Office,
Page 2 of 2

requ4for additional info: SW Project No. 081007 - M200 Area Parking
f
Subject: request for additional inf6—SW Project No_08 :007_M200=Area'Parkingn
From: Christine Nelson <[e-mail]>
Date: Fri, 14 Nov 2008 15:46:25 -0500
To: [e-mail], Bryan Dick <[e-mail]>
CC: David "fowler <david.towler a usmc.mil>, Janet Russell <[e-mail]>
Gentlemen,
I have attached a pdf version of my request for additional information for Stormwater
Project SW8 081007 - USMCB Camp Johnson - M200. I will also send copies via mail.
Please let me know if you have any questions.
Thanks!
Christine
Express Stormwater Permitting
NC-DENR
081007.nov08.pdf Content -Type: application/pdf
Content -Encoding: base64
I of 1 11/14/2008 3:46 PM

RE: 200 Area
Subject: RE: 200 Area
From: "Towler CIV David W" <[e-mail]>
Date: "rue, 14 Oct 2008 12:10:15 -0400
To: "Janet Russell" <Janet.Russel [e-mail]>, <[e-mail]>
October 27 is good for me, see you then.
V/r,
David.
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Tuesday, October 14, 2008 10:33
To: [e-mail]; Towler CIV David W
Subject: 200 Area
October 14, 2008
*200 Area - Camp Johnson*
Gentlemen:
The Express stormwater submittal meeting has been scheduled with *Christine
Nelson on October 27, 2008 at 2:00 PM* here in the Wilmington Regional
Office. The applicant is required to attend the meeting or send a
representative.
Please review the submittal requirements, attached. Note that plans should
be submitted folded to fit our file system, 9" x 19".
* Vince Lewis' site visit analysis for the seasonal high water table is on
file.
Please respond within 2 business days to confirm and reserve the meeting
date/time.
Thanks,
Janet Russell
Express Coordinator
I of 1 10/15/2008 8:39 AM

RE: Express for 200 Area
Subject: RE: Express for 200 Area
From: "Dick, Bryan" <[e-mail]>
Date: 'rue, 14 Oct 2008 12:01:30 -0400
To: "Janet Russell" <Janet.Russel [e-mail]>
Sorry for the delay Janet. I had to leave for a death in the family and
did not receive the emails until you had already set the meeting. It
looks like you worked it out, but I do apologize for my delay.
There are 2 basins (infiltration) and it looks like you have located Mr.
Lewis's site visit form. I only needed stormwater review...
Let me know if you need anything else and I look forward to seeing you
in two weeks.
Bryan
Please note email address is changed
Bryan M. Dick, PH
Project Manager
EARTH TECH I AECOM
701 Corporate Center Drive
Suite 475
Raleigh NC 27607
[phone] - voice
[phone] - Fax
www.earthtech.aecom.com
[e-mail]
-----Original Message -----
From: Janet Russell(mailto:[e-mail])
Sent: Monday, October 13, 2008 4:47 PM
To: Dick, Bryan
Subject: Express for 200 Area
Bryan, I am in receipt of the Express Request for the 200 Area at Camp
Lejeune. Are you wanting a submittal meeting for Stormwater? Any other
agency?
Please clarify whether you propose 2 or 3 infiltration basins. Also,
clarify whether Vincent made the site visit to verify the seasonal high
water table.
Thanks,
Janet
1 of 1 10/15/2008 8:38 AM

RE: 200 Area
Subject: RE: 200 Area
From: "Dick, Bryan" <[e-mail]>
Date: Tue, 14 Oct 2008 11:34:54 -0400
'ro: "Janet Russell" <Janet.Russel [e-mail]>, "Towler GS05 David W" <[e-mail]>
CC: "Dean, Neil" <[e-mail]>, "Jenkins, Bill" <[e-mail]>
We are confirmed for Earth Tech's involvement.
Please note email address is changed
Bryan M. Dick, PH
Project Manager
EARTH TECH I AECOM
701 Corporate Center Drive
Suite 475
Raleigh NC 27607
[phone] - voice
[phone] - Fax
www.earthtech.aecom.com
[e-mail]
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Tuesday, October 14, 2008 10:33 AM
To: Dick, Bryan; Towler GS05 David W
Subject: 200 Area
October 14, 2008
*200 Area - Camp Johnson*
Gentlemen:
The Express stormwater submittal meeting has been scheduled with
*Christine Nelson on October 27, 2008 at 2:00 PM* here in the Wilmington
Regional Office. The applicant .is required to attend the meeting or
send a representative.
Please review the submittal requirements, attached. Note that plans
should be submitted folded to, fit our file system, 9" x 14".
* Vince Lewis' site visit analysis for the seasonal high water table is
on file.
Please respond within 2 business days to confirm and reserve the meeting
date/time.
Thanks,
Janet Russell
Express Coordinator
1 of 1 10/14/2008 11:43 AM

about:blank
October 14, 2008
200 Area
Gentlemen:
The Express stormwater submittal meeting has been scheduled with Christine Nelson on October 27,
2008 at 2:00 PM here in the Wilmington Regional Office. The applicant is required to attend the
meeting or send a representative.
Please review the submittal requirements, attached. Note. that plans should be submitted folded to fit our
file system, 9" x 14".
* Vince Lewis' site visit analysis for the seasonal high water table is on tile.
Please respond within 2 business days to confirm and reserve the meeting date/time.
Thanks,
Janet Russell
Express Coordinator
I of 1 10/14/2008 10:32 AM

aboutblank
Bryan, I am in receipt of the Express Request for the 200 Area at Camp Lejeune. Are you wanting a
submittal meeting for Stormwater? Any other agency?
Please clarify whether you propose 2 or 3 infiltration basins. Also, clarify whether Vincent made the site
visit to verify the seasonal high water table.
Thanks,
Janet
I of 1 10/13/2008 4:47 PM

jo't�s �o P�� �cl cd sW80y/00-2
_ For DENR Use ONLY
North Carolina Department of Environment and Reviewer:
Natural Resources Submit 10-a-7
Request for Express Permit Review Time: 2: oO
NCDENR Confirm l0' t—C
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. Include this form in the application package.
``
• Asheville Region -Alison Davidson 828-296.4698;alison.davidson(a)ncmail.net
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.lee(a)ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(@,ncmail.net
• Washington Region -Lyn Hardison 252-946-,9215 or Iyn.hardison(a).ncmail.net
• Wilmington Region -Janet Russell 910-350.2004 or janet✓ussell(dncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: 200 AREA County: ONSLOW
Applicant: CART BAKER, DEPUTY PUBLIC WORKS OFFICER Company: MCB CAMP LEJEUNE
Address: BLDG 1005 MICHAEL RD. City: MCB CAMP LEJEUNE, State: NC Zip:-285472521
Phone:[phone] Fax: Email: carl.h.baker(a.usmc.mil
Project is Drains into SC, NSW waters Project Located in WHITE OAK River Basin (, E C
E I V E
Engineer/Consultant: Bryan M. Dick Company: Earth Tech
D
Address: 701 COPORATE CENTER DR. City: RALEIGH, State: NC Zip: 27607 OCT
13 2008
Phone:[phone] Fax::[phone] Email:bryan.dick@,gmail.com
(Check all that apply) PROJ #
DWQ
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: —
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
❑ State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter — # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond —# Treatment Systems ® High Density -Infiltration 3 #Treatment Systems,
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems [—]MODIFICATION 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))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits: (Check #
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Total Fee Amount
SUBMITTAL DATES
Fee
I
I SUBMITTAL DATES
Fee
CAMA
$1
Variance ❑ Ma'; ❑ Min
$
SIN ❑ HD, ❑ LID, ❑ Gen
$
401:
$
LQS
$
Stream Deter,_
$

Project Name_: Area 200 — Camp Johnson
Stormwater Express Questionnaire (10/9/2007)
What is the applicant's full legal name? CARL BAKER. _
Is the applicant associated with a Sole proprietor ® Corporation ❑ LLC
Partnership Federal Govt.
If it's an LLC, is it ❑ Manager -managed or ❑ Member -managed?
OWhat is the applicant's title within the Corp., LLC or Partnership? DEPUTY PUBLIC WORKS
OFFICER
Will an agent (someone other than the applicant) be signing the application? ❑ Yes ®No
If Yes, what is the agent's name and title?
OPlease note the application signature requirements are listed in NCAC 2H.1003 (e). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member -
manager, president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only if accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on file with the NC Secretary of State.
2 Project Location: County _Onslow Nearest Town/City_Jacksonville
(Attach a detailed vicinity map with both local street names and SR, NC, US or Interstate
highway numbers, plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map. A major road is any 1, 2 or
3 digit NC, US or interstate highway.)
If the project is located in Brunswick, Onslow, or New Hanover Counties, or a small
portion of northern Pender County, NPDES Phase II Post -Construction rules will apply,
unless a vested development right, as described in the Session Law, can be
demonstrated, which is dated prior to July 1, 2007.
3. Receiving stream name New River River Basin _White
Oak
What is the classification of the receiving stream? SC, NSW
For SA or SR waters, a separate scaled topographic map will be required. The project must be
accurately located on the map and the % mile radius from the property corner closest to the SA
or SR receiving stream must be drawn on the map. If you claim that the project is not within
mile of SA or SR waters, you must conduct a series of chlorides tests to demonstrate that the
chlorides level at a point in the receiving stream that is at least % mile from the project is less
than 500 ppm. Samples must be sent to a State certified lab for testing.
W 4. If the project is high density, what type of stormwater management BMP's are being � p j g y, yp g g proposed?
c (check all that apply)
N
Wet Detention Infiltration Trench Infiltration Basin Sand Filter
ul o Bio-retention Wetlands Alternative e Offsite
Dry Detention NPDES Phase II Other
to ° How many separate BMP's are being proposed? 2
a
5. Is there offsite runoff from the adjacent properties or public right-of-way that will drain into any of
the proposed BMP's on the project and is not being diverted? Yes ® No ❑ N/A
6. Is a road across other property required to access the project? ❑ Yes ® No ❑ N/A
7. Is there any existing development or pre-1988 existing BUA located on the property?
El
(Please document, delineate and identify on the plans.) ® Yes No ❑ N/A
Page 1, of 3
Revised 10/9/2007

Project Name_: Area 200 — Camp Johnson
8. Will the high density project collect all of the proposed BUA? ® Yes ❑ No ❑ N/A
(If not, attach a separate explanation sheet)
9. Will the project involve the subdivision and sale of property? ❑ Yes ® No ❑ N/A
Is the subdivision ❑ residential or ❑ commercial?
How many lots are proposed? _NA
(Deed restrictions are required for all residential, commercial, low density or high density sub-
divisions. Specific language for the various types of subdivisions is available from DENR.)
10. Will the plans show all delineated wetlands? ® Yes ❑ No ❑ N/A
(All projects require either a signed wetlands delineation map or a wetlands report to be
submitted with the application. Only a trained professional may provide information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be locatedad'acent
wetlands? El Yes u No ® N/A
(If, yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swales
should outlet into back the wetland (with level spreaders).
12. For infiltration projects, a site visit must be completed with the DENR soils scientist to verify the
soil type, water table and infiltration rate provided in the soils report.
What is/was the scheduled site visit date?_Sept 10, 2008
(Include a copy of the consultant's soil report with the application.)
13. Level Spreaders are required at the outlet of all engineered controls and swales prior to entering
surface waters or wetlands. Will the plans reflect level spreaders? ® Yes ❑ No ❑ N/A
(The purpose of the level spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
r !% 14. Lat
s this project A modification to an existing permit
IW HA lot that will be treated in an existing, previously permitted BMP?
> ais the name of the existing permitted facility?
M a
tat o What is the permit number of the existing permitted facility? SW8
ca
-
o , Is the permitted facility in compliance with its permit? Yes No N/A
taa Have the deed restrictions been recorded? Yes No N/A
a -Have the deed restrictions been submitted? Yes No N/A
`_Has the Designer's Certification been submitted? Yes No N/A
15. Do the plans reflect all information in 15A NCAC 2H.1003 (g)? ® Yes ❑ No ❑ N/A
16. Will all of the design requirements for each proposed BMP be met? ® Yes ❑ No ❑ N/A
(If not, attach a separate explanation sheet. Please note that the Express program is not set up
to handle any type of deviation from the standard design.)
17. For each BMP in all high density projects, and low density curb outlet swale projects, the
individual drainage area for each proposed BMP must be clearly delineated.
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application, and supplements should be reviewed for any
necessary changes. For example, changing the orifice size will require a modification to the
calculations, the pond details on the plans, and page 1 of the supplement.
19. IS THE PROJECT DESIGNED AND THE APPLICATION READY TO SUBMIT? ® Yes ❑ No
Page 2 of 3
Revised 10/9/2007

Project Name_: Area 200 — Camp Johnson
Complete applications may be accepted earlier if there is a cancellation in our submittal
schedule.
Page 3 of 3
Revised 10/9/2007

00�
Earth Tech DEC 1 0 20
BY EARTH TECH AECOM
701 Corporate Center Drive, Suite 475, Raleigh, orth"Carolina 27607
T 919.854.6200 F 919.854.6259 v .earthtech.aeconnxom
October 10, 2008
Bryan M. Dick, EIT, PH
701 Corporate Center Dr.
Suite 475
Raleigh, NC 27607
919-854-6252
NC DWQ
Attn: Christine Nelson
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Re: M200 - USMC
Mrs. Nelson,
Please find enclosed the updated sheets to address your comments on the M200 project. I
addressed them with the following:
• The DA should have run down the center of the road and I moved the delineated
DA to match the one that I used for calculations. Impervious area was actually
already correctly based on the half road width.
• Hydrocad runs have been updated
• C8 table has been amended
Also, I corrected the DA and associated cells in the Basin A, Level Spreader Supplement
to reflect the correct area. It still had the old area also..
Please give me a call if you have any questions or comments. 864-506-1465
Thank you for your help,
Bryan M. Dick, PH

EARTH TECH I AECOM
Earth Tech
701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607
T 919.854.6200 F 919.854,6259 w .earthtech.aecornxom
October 10, 2008
NOV 2 5 2008
Bryan M. Dick, EIT, PH
701 Corporate Center Dr.
Suite 475
Raleigh, NC 27607
919-854-6252
NC DWO
Attn: Christine Nelson
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Re: USMC — M200 Response to RFI
Mrs. Nelson,
Please find enclosed an updated set of plans and application for the M200 site. I have
addressed your comments with the following:
1). Basin A supplement had a typo and was revised. Note, comment 5 resulted in
amendments to Basin A by increase of storage elevation by 0.05'.
2). Volume has been revised for Basin A
3). Sheet c-8 has been corrected
4). Comment has been addressed
5). The runoff from Hoover Rd. that was contributing to the drainage basin for A
has been added to the DA on the plans. The calculations were amended to
account for approximately 3200 sf additional impervious. The main application
was also revised.
6). A $500.00 check is enclosed.
Please give me a call if you have any questions or comments. 864-506-1465
Thank you in advance, /
Bryan M. Dick, PH

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheer.
Scheduled Site Visit Date: Sept 10,08 Time: 10:00
Project Name: USMC Leleune — 200 Area _
County:Onslow_
Street Address: —Camp Johnson, Wilson Rd
Directions from the nearest intersection of two major roads: _Through Camp
Johnson Gate (Montford Landing Rd), turn rt onto Wison Rd, at Stop sign,
project on right.
>1 acre being disturbed? ❑YES ®NO CAMA Major required? ❑YES ❑NO
Consultant Name: Bryan Dick Phone: [phone]
Consultant Firm Name: EARTH TECH
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
14.2
14.0
13.5
13.0
12.0
14.0
b Proposed Bottom Elevation
14.6
14
13.5
13.0
12.0
13.5
c) Difference (a minus b)
-.4
0
0
0
0
.5
d Add 2 ft. (Min. Bore Depth)
2.4
2.0
2.0
2.0
2.0
2.5
e Hardpan Depth?
f Infiltration Rate OK?
Approx. Elev. Of SHWT
0'6 "
30
i
1
X
h Max. lowest bottom elev.
Comm
Ma
Required Attachments:
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will b'e
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.

Stormwater Management Plan
Prepared For: MCB Camp Lejeune
Area 200
Date: 10-8-08
Earth Tech I AECOM
701 Corporate Center Dr., Suite 475
Raleigh, NC 27607
919-854-6200
Prepared By:
Bryan M. Dick, EIT, PH
(�E C E I V Ef1
��Jnus OCT 13 2008 U
DWO
PROJ #

Project Description
This document is to serve as a stormwater management plan for the MCB Camp
Lejeune —Camp Johnson Area 200 project. The project consists of the addition 2 POV
parking areas to the existing, developed site. The completed project will provide for
expansion of base facilities to accommodate additional staff in the coming year.
Contact Information
Earth Tech, Inc.
Attn: Bryan M. Dick, PH
701 Corporate Center Dr., Suite 475
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
Identify Project Involvement
This project is a part of the White Oak River Basin, and is currently not subject to
any buffer rules. The site is approximately 1,000 feet from the New River approximately
2.5 miles from the Camp Johnson Gate.
The proposed project stormwater plan will meet the requirements of retaining the
runoff volume the 1.5 inch rainfall event per the requirements by the State as referenced
from the DWQ Stormwater Manual, July 2007. Two infiltration basins are used to two
drainage areas and level spreaders treats the bypass flow at each basin. This project is
not within 0.5 miles of SA waters and infiltration devices are not required by DWQ. The
treatment volume provided as well as the use of swales and adequate infiltration
capacity will provide a post development peak flow rate that is less than the pre -
development condition, per the July 2007 start date for meeting Phase II requirements.
Hydrocad models bases on TR-55 methods were used to validate the complete capture
of the runoff for the 1.5" Type III — 24 Hr. storm. The bypass devices are designed to
distribute the 10 year storm at a non -erosive velocity.
Stormwater Design Parameters
The infiltration basins are based on the following parameters or objectives:
Provide 85% TSS removal
Protect the value of the receiving water resource
• 1.5 rainfall for basin storage sizing
R
ECEIVED OCT 13 2008
DWO
PROJ #

• The 1 yr rainfall for outlet structure and routing design to maintain a post
development peak flow that is less than pre -development peak flow
• Ratio of impervious surface to the total area of the drainage area
• Exceed a minimum of 2.0' clearance from the seasonal high water table
• Rainfall exceeding the design storm will bypass the basins and flow through a
minimum of 50' long vegetated filter
• Level spreader has non -erosive velocity on the 10 year event
Discussion of Treatment Measures
The proposed treatment is to use two infiltration basins to meet the TSS and
Peak Flow requirements set forth by DWQ. The soils of the project site are appropriate
soils for infiltration and the seasonal high water table at the site will allow construction of
the basins with at least a 2' of clearance. Bypass devices are provided to allow any
runoff volume that exceeds the design storage volume to be routed to a level spreader
with a vegetated filter strip. The level spreader length is designed to handle the 10 yr
peak runoff rate, so no bypass of the filter is necessary.
Phase II requirements are met by using a grassed swale to collect sheet flow
from the impervious areas and by the infiltration and storage volume provided in each
basin.
Conclusion
This Stormwater Management Plan represents an environmentally sensitive and
effective plan for utilizing the proposed stormwater treatments to accommodate the
increased runoff of the proposed site development.
R
ECEIVED
OCT 13 2008
DWQ
PROJ #

_ o<
I In LEI
MEN
ffm
MENVICINITY MAP - CAMP LEJEUNE, N.C.
INDEX OF SHEETS
woglow MAN SHEET NO. DESCRIPTION
G1 TITLESHEETANDINDEX
G2 EXISTINGCONDITIONS
G3 sNEOVE mm
F1 PARpNO AREAA-STTEPUN
PA NEE Fi PARXNGAREAB-SNEPLAN
F3 PA UGAREAA-GIWXNG,DRAVIAGE
AND EROSION COMOL
Ca PARNWGAREAB-GPADING,ORASIAGE.
AND EROSION COMOL
Cb BITE DETAILS
CB EROSION CONTROL NOTES
FT EROSION CONTROL DETAILS
Ca INFILTRATIONBASINANDFLOW
SPUTTER DETAILS
11 TOTAL SHEETS
0
LOCATION MAP - J. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.
MONTFORD POINT c E E EARTH TECHIAECOM , ;;,.,-"" G_1
I 1 MARINE CORPS BASE
MARINE CORPS BASE, r, T 1 3 2008
CAMP LEJELINE, NORTH CAROLINA U200 AREA PARKING
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NOTES FOR ELECTRI^ LINER O aTIOR
1. REMOVE TWO EXISTING POLES IN PROPOSED. PARKING LOT.
2. REUSE EXISTING CONDUCTOR. SPLICE IN NEW CONDUCTOR AS
NEEDED OR AS DIRECTED BY THE CONTRACTING OFFICER
3. CONTRACTOR MUST FURNISH AND INSTALL ALL MISCELLANEOUS
ITEMS REQUIRED FOR A COMPLETE RELOCATION.
NOTE: ALL RADII ARE 3'
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UNPAVED Camp Lejeune Marine Corps Base
Onslow County, NC

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