SW8080714_HISTORICAL FILE_20080721

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O8O"ik4
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
E008 012\
YYYYMMDD

Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
Coleen 11. Sullins Director
Division of Water Quality
July 21, 2008
Carl Baker, Deputy Public Works Officer
Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547-2521
Subject: State Stormwater Permit No. SW8 080714
MCB Camp Lejeune- Special Missions Training Center
High Density Commercial infiltration Basin Project
Onslow, County
Dear Mr. Baker:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for MCB Camp Lejeune- Special Missions Training Center on July 15, 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 2006-246 and Title 15A
NCAC 2H.1000. We are forwarding Permit No. SW8 080714 dated July 21, 2008, for the
construction of the subject project.
This permit shall be effective from the date of issuance until July 21, 2018, 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 sixty (60) 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
contact Malcolm Boney, or me at [phone].
Sinc ely,
Ft/�c�/ . P�
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mb: S:\WQS\STORMWATER\PERMIT\080714
cc: Bryan Dick, Earth Tech
Malcolm Boney, NCDENR
Onslow County Building Inspections
(Wilmington Regional Office
Central Files
concerning this matter, please
None hCarolina
7 aturntty
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newaterqualityore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080714
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
Carl Baker -Deputy Public Works Officer of MCB Camp Lejeune
USMCB Camp Lejeune- Special Missions Training Center
1005 Michael Rd. Camp Lejeune, NC in Onslow County
FOR THE
construction, operation and maintenance of 1 infiltration basin(s) in compliance with the
provisions of. Session Law 2006-246 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 July 21, 2008, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. 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
control has been designed to handle the runoff from 10,800 square feet of
impervious area.
3. This basin must be operated with a 50' vegetated filter.
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. The built -upon
area for the future development is limited to 0 square feet.
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.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 080714
The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a.
Drainage Area, acres:
.71
Onsite, ft :
.71
Offsite, ftz:
0
b.
Total Impervious Surfaces, ftz:
10,800
Onsite, ft :
10,800
Offsite, ftz:
0
C.
Design Storm, inches:
3.7
d.
Basin Depth, feet:
2
e.
Bottom Elevation, FMSI :
13
f.
Bottom Surface Area, ft :
3,350
g.
Bypass Weir Elevation, FMSy
15
h.
Permitted Storage Volume, ft :
3006
i.
Predevelopment 1 year 24 hour:
450cu.ft.
j.
Post -development 1 year 24 hour:
3447cu.ft.
k.
Type of Soil:
Wando
I.
Expected Infiltration Rate, in/hr:
1.93
M.
Seasonal High' Water Table, FMSL:
11.04
n.
Time to Draw Down, hours:
.29
o.
:Receiving Stream/River Basin:
New River / White Oak
P.
Stream Index Number:
19-(27)
q.
Classification of Water Body:
"SA, HQW"
II. SCHEDULE OF COMPLIANCE
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. Mowin.9 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.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 080714
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.
6. 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.
7. 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.
8. 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.
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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 080714
III. GENERAL CONDITIONS
1. 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 2006-
246, Title 15A NCAC 2H.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.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 080714
Permit issued this the 21st day of July 2008.
NORTH CF ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
foruoie'em1. z�,uums, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 080714
MCB Camp Lejeune- Special Missions Training Center
Stormwater Permit No. SW8 080714
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 080714
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
—/-JS-c583�'1��c>
S�sFI Jho?!'
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Uns form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
MCB Camp Leieune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Carl Baker Deputv 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: carl.h.bakerQusmc.mil
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 Leieune - Special Missions Training Center (SMTC)
5. Location of Project (street address):
City:Camp Leieune County:Onslow
6. Directions to project (from nearest major intersection):
From Sneads Ferry go east on NC 172 though Lejeune Pate, turn rt at Horn Rd. at 6.5 miles, project site
7. Latitude: 34-35-52 N Longitude: 77-21-45 W of project
8. Contact person who can answer questions about the project:
Name:Bryan Dick Telephone Number: (919-854-6252 )
Emait:[e-mail]
Il. PERMIT INFORMATION:
1. Specify whether project is (check one):
❑Renewal ❑Modification
Form SWU-101 Version 8.07 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberNA and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 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 grassed swales from imperivous areas to an infiltration basin. The infiltration
basin meets DWO requirments for drawdown time and is sized for the required treatment volume. This project
is withing 1/2 mile of SA (SC) waters.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Site Area:..85 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: NA acres (not applicable if no zoetlands exist on site)
6. Total Project Area**:.71 acres 7. Project Built Upon Area:37 %
8. How many drainage areas does the project have? 1
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
New River
Stream Class & Index No.
SA, HQW
Drainage Area (sf)
29200
Existing Impervious* Area (so
0
Proposed Impervious *Area (so
10800
% Impervious* Area (total)
37%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
7920
On -site Streets (so
0
On -site Parking (sf)
0
On -site Sidewalks (so
2880
Other on -site (so
0
Off -site (so
0
Total (sf):
10800
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,
sidewalks, 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

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 httn://h2o.enr.state.nc.us/su/nisi mans.han
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• 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, El, PH, Earth Tech
Mailing Address: 701 Corporate Ctr. Dr., Suite 475
Phone: (919 ) 854-6252
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
State:NC Zip:27607
Fax: (919 ) 854-6259
I, (print or type name of person listed in General Information, item 2)
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 coy�nants will be r�jcorded, and that the proposed project complies with the requirements of 15A
AC NC2H .1000 l b / n
Signa
Form SWU-101 Version 8.07
Page 4 of 4
Date: 7, _ v-9

P. 01
TRANSACTION REPORT
JUL-22-2008 TUE 12:06 PM I
I; t
FOR: NCDENR 9103502004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
I JUL-22 12:05 PM 919198546259 1'35" 9 FAX TX OK 891
TOTAL 1M 35S PAGES: 9
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael R Easley, Governor
FAX COVER SHEET
Date:/���o�-��i
To:
Co:i
Fax:
Re- A
Hard copy to follow v
William G. Ross, Jr., Secretary
No. Pages (excl. cover): g
Express Permitting
From:. Sandra Exum
Phone: [phone]
Fax:
127 Cardinal Drive Extension, Wilmington, NC 28405 9 [phone] • An Equal Opportunity Affirmative Action Employer

STORMWATER MANAGEMENT PLAN
PREPARED FOR: MCB CAMP LEJEUNE
SPECIAL MISSIONS TRAINING CENTER
DATE: 7-1 4-08
EARTH TECH, INC
701 CORPORATE CENTER DR., SUITE 475
RALEIGH, NC 27607
919-854-6200
PREPARED BY:
BRYAN M. DICK, EIT, PH
CHECKED BY:
J. W. JENKINS, PE

Proiect Descriation
This document is to serve as a stormwater management plan for the MCB Camp
Lejeune — SMTC project. The project consists of the addition 5 temporary trailers,
concrete slabs and sidewalks to the undeveloped 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 4,500 feet from the New River and about
2,000 feet from Courthouse Bay, just outside of Sneeds Ferry, NC and is located in
Onslow County, which is a Phase II — NPDES requirement county.
The proposed project stormwater plan will meet the requirements of detaining the
3.7 inch rainfall event for a period of approximately 2 days, per the requirements by the
State as referenced from the DWQ Stormwater Manual, July 2007. One infiltration basin
is used to treat 1 drainage areas. This project is within 0.5 miles of SA waters and the
use of infiltration devices is 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 difference for the 3.7" Type III —
24 Hr. storm.
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

• 3.7" 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
• 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 30' long vegetated filter
Discussion of Treatment Measures
The proposed treatment is to one infiltration basin 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 season high water table at the site will allow construction of the
basin 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.

Check for Headwater Clearance Designer BMD
Date: 7/13/2008
Basin # Qp 1 in/hr Hw 1 in/hr Op 10 yr Hw 10 Yr Clearence Check for
(cfs) (ft) (cfs) (ft) Provide (B to C) Clearence 10 yr
1 0.40 0.22 1.01 0.41 0.80 ok

Pre -development
9 Reach Aon Llnk

103543 SMTC Basin 1- Pre Type 1124-hr 1 yr Rainfall=3.70"
Prepared by Earth Tech Page 2
HydroCAD@ 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 7/9/2008
Subcatchment 1S: Pre -development
Runoff = 0.01 cfs @ 13.33 hrs, Volume= 0.006 af, Depth= 0.12"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-96.00 hrs, dt= 0.01 hrs
Type II 24-hr 1 yr Rainfall=3.70"
Area (sf) CN Description
27,410 45 Woods, Poor HSG A
27,410 Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
31.0 245 0.0400 0.13 Sheet Flow, sheet flow forest
Woods: Light underbrush n= 0.400 P2= 3.70"
Subcatchment 1S: Pre -development
Hydrograph
0.01=
0.01
CfS
❑� Runoff
0 009-
Type II 24-hr 1 yr
Rainfall=3.70"
0.008
Runoff Area=27,410 sf ;
0.007-
Runoff Volume=0.006'af
0.006--
Runoff Depth=0.12"
3 0.005-
Flow Lengfh=245'
°
FL0.004
:Slope=0.0400:'/'
Tc=31.0 min
0.003=
CN=45 ;
0.002'
0.001
,
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95
Time (hours)

1S
Pre-developmen
2P
Infiltration Basin
Drainage Diagram for 103543 SMTC Basin 1- Post
subcat Reacn on Link Prepared by Earth Tech 7/9/2008
HydroCAD® 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC

103543 SMTC Basin 1- Post Type // 24-hr 1 yr Rainfall=3.70"
Prepared by Earth Tech Page 2
HydroCAD@ 8.00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 7/9/2008
Pond 2P: Infiltration Basin
Inflow Area = 0.670 ac, Inflow Depth = 0.86" for 1 yr event
Inflow = 0.72 cfs @ 12.06 hrs, Volume= 0.048 of
Outflow = 0.12 cfs @ 11.92 hrs, Volume= 0.048 af, Atten= 83%, Lag= 0.0 min
Discarded = 0.12 cfs @ 11.92 hrs, Volume= 0.048 of
Routing by Star -Ind method, Time Span= 0.00-96.00 hrs, dt= 0.01 hrs
Peak Elev= 13.19' @ 12.57 hrs Surf.Area= 0 sf Storage= 571 cf
Plug -Flow detention time= 33.1 min calculated for 0.048 of (100% of inflow)
Center -of -Mass det. time= 33.1 min ( 918.8 - 885.7 )
Volume Invert Avail.Storage Storage Description
#1 13.00' 3,006 cf Custom Stage Data Listed below
Elevation Cum.Store
(feet) (cubic -feet)
13.00 0
14.00 3,006
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 0.12 cfs Exfiltration at all elevations
Discarded OutFlow Max=0.12 cfs @ 11.92 hrs HW=13.01' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.12 cfs)

103543 SMTC Basin 1- Post Type 11 24-hr 1 yr Rainfall=3.70"
Prepared by Earth Tech Page 3
HydroCAD®8 00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 7/9/2008
Pond 2P: Infiltration Basin
Hydrograph
o.s- 0.72 cfs
Inflow Area 0.'670 ac
0.71 Peak Elev=13.19'
0.6= ' Storage=571 cf
N 0.5=
3 0.4
004
0.3:
0.2 - 0.12 cfs
0.1= - .
Time (hours)
❑p Inflow
❑■ Discarded

103543 SMTC Basin 1- Post Type 11 24-hr 1 yr Rainfall=3.70"
Prepared by Earth Tech Page 4
HydroCAD®8 00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 7/9/2008
Hydrograph for Pond 213: Infiltration Basin
Time
Inflow
Storage
Elevation
Discarded
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
0.00
0.00
0
13.00
0.00
2.00
0.00
0
13.00
0.00
4.00
0.00
0
13.00
0.00
6.00
0.00
0
13.00
0.00
8.00
0.00
0
13.00
0.00
10.00
0.00
0
13.00
0.00
12.00
0.57
115
13.04
0.12
14.00
0.05
308
13.10
0.12
16.00
0.03
8
13.00
0.03
18.00
0.02
6
13.00
0.02
20.00
0.02
5
13.00
0.02
22.00
0.02
4
13.00
0.02
24.00
0.02
4
13.00
0.02
26.00
0.00
0
13.00
0.00
28.00
0.00
0
13.00
0.00
30.00
0.00
0
13.00
0.00
32.00
0.00
0
13.00
0.00
34.00
0.00
0
13.00
0.00
36.00
0.00
0
13.00
0.00
38.00
0.00
0
13.00
0.00
40.00
0.00
0
13.00
0.00
42.00
0.00
0
13.00
0.00
44.00
0.00
0
13.00
0.00
46.00
0.00
0
13.00
0.00
48.00
0.00
0
13.00
0.00
50.00
0.00
0
13.00
0.00
52.00
0.00
0
13.00
0.00
54.00
0.00
0
13.00
0.00
56.00
0.00
0
13.00
0.00
58.00
0.00
0
13.00
0.00
60.00
0.00
0
13.00
0.00
62.00
0.00
0
13.00
0.00
64.00
0.00
0
13.00
0.00
66.00
0.00
0
13.00
0.00
68.00
0.00
0
13.00
0.00
70.00
0.00
0
13.00
0.00
72.00
0.00
0
13.00
0.00
Time
Inflow
Storage
Elevation
Discarded
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
74.00
0.00
0
13.00
0.00
76.00
0.00
0
13.00
0.00
78.00
0.00
0
13.00
0.00
80.00
0.00
0
13.00
0.00
82.00
0.00
0
13.00
0.00
84.00
0.00
0
13.00
0.00
86.00
0.00
0
13.00
0.00
88.00
0.00
0
13.00
0.00
90.00
0.00
0
13.00
0.00
92.00
0.00
0
13.00
0.00
94.00
0.00
0
13.00
0.00
96.00
0.00
0
13.00
0.00

103543 SMTC Basin 1- Post Type // 24-hr 1 yr Rainfall=3.70"
Prepared by Earth Tech Page 5
HydroCAD®8 00 s/n 003562 © 2006 HydroCAD Software Solutions LLC 7/9/2008
Elevation
Storage
(feet)
(cubic -feet)
13.00
0
13.01
30
13.02
60
13.03
90
13.04
120
13.05
150
13.06
180
13.07
210
13.08
240
13.09
271
13.10
301
13.11
331
13.12
361
13.13
391
13.14
421
13.15
451
13.16
481
13.17
511
13.18
541
13.19
571
13.20
601
13.21
631
13.22
661
13.23
691
13.24
721
13.25
752
13.26
782
13.27
812
13.28
842
13.29
872
13.30
902
13.31
932
13.32
962
13.33
992
13.34
1,022
13.35
1,052
13.36
1,082
Stage -Area -Storage for Pond 2P: Infiltration Basin
Elevation
Storage
(feet)
(cubic -feet)
13.37
1,112
13.38
1,142
13.39
1,172
13.40
1,202
13.41
1,232
13.42
1,263
13.43
1,293
13.44
1,323
13.45
1,353
13.46
1,383
13.47
1,413
13.48
1,443
13.49
1,473
13.50
1,503
13.51
1,533
13.52
1,563
13.53
1,593
13.54
1,623
13.55
1,653
13.56
1,683
13.57
1,713
13.58
1,743
13.59
1,774
13.60
1,804
13.61
1,834
13.62
1,864
13.63
1,894
13.64
1,924
13.65
1,954
13.66
1,984
13.67
2,014
13.68
2,044
13.69
2,074
13.70
2,104
13.71
2,134
13.72
2,164
13.73
2,194
Elevation
Storage
(feet)
(cubic -feet)
13.74
2,224
13.75
2,255
13.76
2,285
13.77
2,315
13.78
2,345
13.79
2,375
13.80
2,405
13.81
2,435
13.82
2,465
13.83
2,495
13.84
2,525
13.85
2,555
13.86
2,585
13.87
2,615
13.88
2,645
13.89
2,675
13.90
2,705
13,91
2,735
13.92
2,766
13.93
2,796
13.94
2,826
13.95
2,856
13.96
2,886
13.97
2,916
13.98
2,946
13.99
2,976
14.00
3,006

The
Catena
Group
SOILS REPORT FOR
STORM WATER BASINS
Special Missions Training Center
Camp Lejeune, NC
Prepared For:
EarthTech
701 Corporate Center Drive
Suite 475
Raleigh, NC 27607
Prepared By:
The Catena Group
Hillsborough, North Carolina
May 16, 2008
/)
Gary S. Kreiser
410-B Millstone Drive
Hillsborough, NC 27278
[phone]
�'� S. K1-F�
^` aay /n
:' 3Ya,•
.y.
F•^•'^Rl,t .

INTRODUCTION
The Marine Corps Base at Camp Lejeunc plans an expansion of the Special Missions Training Center.
As part of this expansion, a stornnwater infiltration basin is proposed 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 two mapping units. Figure I
presents the mapped soil series and the general location of the proposed infiltration basin where the
borings and infiltration tests were performed. Table I presents the soil series, map unit symbol and
taxonomic class.
Table I Soil Series, Map Unit Symbol, and Taxonomic Class
Map Unit Symbol
Soil Series/Map Unit
Name
Taxonomic Class
Ur
Urban Land
N/A
WaB
Wando
Thermic, coated Typic
Quartzipsamments
The field investigation was performed on May 13, 2008- Soil borings were made with a hand-tumed
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 > 48 inches, when possible, were recorded. Soil color was determined with a
Mansell Soil Color Chart.
The rate of water entry into a soil is referred to as the infiltration rate. The infiltration rate into a 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 25 minutes.
Based on conversations with the designer of the proposed infiltration basins (Mr. Bryan Dick of Earth
Tech), construction of the basin would remove approximately 6 to 12 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.

FINDINGS
Soil Type
Based on the borings in the vicinity of the proposed basin, it was determined that the majority of the soil
at the site was the Wando soil series. It appears that in this area, grading activities have taken place, with
the soil having been cut or disturbed. However, it does not appear that any fill material was brought into
this area. Detailed boring logs for each boring are attached.
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.
Table 2 Soil Borin s and Soil Series Determination
Boring # Soil Series Determination
I Wando
2 Wando
Depth to Seasonal High Water Table
During the field investigation, the depth to the seasonal high water table (SHWT) was determined. Since
the soil was typically sandy, the determination of the SHWT was made through field indicators of
redoximorphic features or the presence of saturated soil. Table 3 presents the soil borings and the
determination of the SHWT.
Table 3 Borimz and Depth to SHWT
Boring #
SHWT Determination (inches
below Surface
1
36
2
36
Infiltration Rate
Three (3) saturated hydraulic conductivity tests were performed at the proposed infiltration basin. The
results for each test are shown below in Table 4. Data sheets for each hydraulic conductivity test are also
attached. The geometric mean of the three tests was taken and is presented in Table 4. The geometric
mean was calculated instead of the arithmetic mean, as it tends to dampen the effect of very high or low
values, which might bias the arithmetic mean if a straight average was calculated.
Table 4 Results of Saturated Hydraulic Conductivity Tests and Geometric Mean
Test Location
Test Number
Test Depth
(inches)
Measured KSAT
in/hr
Geometric
Mean (in/hr
Basin 1
1
13.8
3.4
2.57
2
12.6
2.75
3
13.4
1.83

Since soil is inherently non -homogeneous, field tests can often misrepresent the areal hydraulic
conductivity of a soil. Typically, 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 areal 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.
Table 5 Geometric Mean, Moderation Factor and Areal Infiltration Rate for Proposed Basin
Test Location
Geometric Mean
Moderation Factor
Areal Infiltration Rate
n/hr
Basin l
2.57
0.75
1.93
As shown in Table 5, 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.

ORv t
;onville PN
?ASEADSP eG
?, F Camp Lejeune Main Gate
20
y
..nPVARD O !
IRCH
0
Camp Lejeune South Gate
�o
S
FeProject Location
rmy os z
Miles I
Bay GB, Lard00
-
S
�F
I /
P�
SITE]
Atlantic Ocean
Legend @ EarthTech Location Map
— PAVED AtgCC mxnwnMadd. Cwn m Special Missions Training Center
UNPAVED Trailer Site
Camp Lejeune Marine Corps Base
Onslow County, North Carolina

Wetlands and DWQ
Legend
1 —UPLAND —Streams
EarthTeeh Classifcation Map
I I WETLAND
Special Missions Training Center
Existing Roads ® Shellfish Area HOW
Atyco INneahauitLid P,rwy Trailer Site
— PAVED rz� SheltBshArea ORW
Camp Lejeune Marine Corps Base
UNPAVED
Onslow County, North Carolina
0 500 1,000 2,000 Feet
I
I 1 t t r
1 inch equals 1,000 feet

0 Z
�<�a
m
'o m
C �
w
i
C,
m N
o
o
o
r
3
r�V
o � ITI
fl1
rt
3 n
0
n
` �
a
n m
m
o
O
'o'
N
N
Z=
CD
(n
0
S n
D
N Oo
N
Oco
o N y
(D
N
N

SMTC 103543 - Infiltration Basin 1
Drain a Area (St
29200
Imp Area (sf)
10800
(A) Drainage Area (Ac)
0.67034
0A)Imp Fraction
0.37
(Ro)Rainfall Depth Per State SW P(In)
3.7
Step 1: Determine Runoff Volume
Simple Method
6 V=3630xR„xRyXA
Post
Pre
= Rv (post) _ .05+.9'.67
Rv (pre) = .05+.9'0
V=3630 '3.7'0.66 '.4237
V=3630 '3.7'0.05 '.4237
Designed By: BMD
Date: 7/11/2008
0.38
0.05
V (post)= 3447 cf
V (pre) = 450 cf
Min. Treatment Vol(Post- Pre)= 2997 cf
Treatment Vol in Ac-in 0.83 ac-in
Step 2: Determine Surface Area- Min.
lKI Infiltration Rate (in/hr) 1.93
(T) Into
Days to Infiltrate (days) 2
a. V = A=3454/(2'(3.94'2)) Min SA of Basin = 388 at
A=
2*(K*T)
Step 3. Determine Dimensions
ie Elevation 14.00
ion 13.00
Outlet to Basin Elev. 13.20
Max Excavation Depth O'Set
Storage Depth
Surface Area Required (Avg of Top and Bottom SA)
Top Width @ Storage Elev 43.5
Bottom Width 37.5
Flow Splitter - Inlet Elevation
Flow Splitter - Bypass Flow Outlet Elev
Too of Berm Elevation
1.00
2997
Tar et Area
2995 st
Top Length @ Storage Elev 77.0
Area Top of Storage =
3350 at
Bottom Length 71-0
Area Bottom of Storage =
2663 at -
Avg Surface Area =
3006 at
Volume of Basin (Depth'SA) =
3006 cf
4. Calculation of Volumetric Flow Rate of Infitration and Drawdown
D from infiltration: 'O is actually the Darden Fbw Rate
Q=A (K) Cmmersion=cfs
Erample Calculation of Q: Surfuce Area=4556.vf (K)=3.94 in/hr
3.94in I ft I hr
4556eJ =0.43 c%s
hr 12in 3600x
Drawdown Time for Treatment Volume
ExampleCalculatim: Q=0.42cfr V=3458cf
V 3458ft' Is Ihr
— = T :.=2.Mrs =.089daps
Q 1 0.42ft' 3600s
Area (at) (K) ir✓hr D (infiltration) = 0.12 cfs
2663 1.93
Drawdown Time for Design Vol
Volume cf O MMe Da a
3006 0.12 Fo 0.29

For DENR Use ONLY
A North Carolina Department of Environment and Revii INA LL
MANatural Resources submit i- 14
NCDENR Request for Express Permit Review Tame, rat 1 C3$5'r n
Conlirm l [ --
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Ems _ _ - xpress - peieted: B
Coordinator along with a completed DETAILED narrative site Plan IPDF file) and vicinity map (same items expected in the application package Deleted: 11
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;alison.davidson(dncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(imcmail.net
• Mooresville & -Patrick Grogan 704-663.3772 or Patrick. wooan(o)ncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or Am.hardison(mncmail.not
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russelk5lncn il.npt
NOTE: Project application received after 12 noon will be stamped in the following work day. I ,...
Project Name: SMTC County: ONSLOW :�s Qe <`'p \ h ` SS ` o n S k T P, "" n Ck
Applicant: ARL BAKER DEPUTY PUBLIC WORKS OFFICER Company: MCB CAMP LEJEUNE Aot-r Z o q c: v \ G v le—oA Ck
Address: BLDG 1005 MICHAEL RD. City: MCB CAMP LEJEUNE, State: NC Zip:-285472521
Phone.[phone] Fax: Email: carlh.bakeridiusmc.mil
Project is Drains into SA H W waters Project Located in WHITE OAK River Basin
E ngineerlCm itanC Bryan M. Dick Company: Earth Tech
Address: 701 COPORATE CENTER DR. City: RALEIGH, State: NO Zip: 27607 ..
Phone: [phone] Fax::[phone] Email: brvan.dick(diQmail,com -
(Check all that apply)
❑ Scalping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
❑ State Stormwater ❑ General ❑ Si ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ OH -site [SW _(Provide permit #)I
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 1 #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))
WE TLA Nos QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Minor Variance: ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No Major General Variance ❑ No ❑ YES
404 Application in Process wl US ACOE: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
SUBMITTAL DATES
Fee
SUBMITTALDATES
Fee
CAMA
$.
Variance JLJ Ma' Min
$
SW 0HID, ❑LID, peen
$
401:
$
LDS
$
Stream Deter,_
1
$
k4 a,r ISM
C E rG P)1
JUL U 8 2008
DSV C

Pagel of 2
CLJN.CLJN.jurisdictional_wetiand_area
SDE Feature Class
Description I Spatial I Attributes
Keywords
Theme: Wetlands Area, Location
Place: Camp Lejeune
Stratum: wetlands, planning, jurisdictional
Temporal: None
Description
Abstract
CUN.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
file://CADocuments 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\BLS D\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
file://C:\Documents and Settings\lan.Jewell\Local Settings\Temp\metadata3.htm 2/8/2008