SW8080950_HISTORICAL FILE_20081203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 04?,og5o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoo rK t 20 3
YYYYMMDD

o�0F \\VN4 G Nlichael 17. Easley, Governor
� William G. Ross Jr, Secretary
r North Carolina Department of Environment and Natural Resources
'C Coleen H. Sullins Director
Division of Water Quality
December 3. 2008
Commanding Officer USMC Base Camp Lejeune
Attention: Carl Baker, Deputy Director of Public Works
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28542
Subject: State Stormwater Management Permit No. SW8 080950
Infantry BN Interim Facilities
High Density Commercial Wet Pond Project
Construction Control Number: N62470-08-0032
Onslow County
Dear Mr. Baker:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Infantry BN Interim Facilities on November 19, 2008. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We
are forwarding Permit No. SW8 080950, dated December 3, 2008, for the construction and
operation of the subject project.
This permit shall be effective from the date of issuance until December 3, 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 thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Malcolm Boney, or me at [phone].
Sin erely, ' G
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GS/mb: S:\WQS\STORMWATER\PERMIT\080950.nov08
cc: Rana Dydula, Dewberry & Davis, Inc
Onslow County Planning Department
Malcolm Boney, NCDENR
(Wilmington Regional Office N�°npencarolina
Central Files wa<urn//y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www newatergualitvore Pax [phone] 1-877-623-6748
An Equal OpportunityMmnative Action Employer — 50 % Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080950
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 USMC Base Camp Lejeune- Attention: Carl Baker
Infantry BN Interim Facilities
Michael Road Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of 1 wet detention pond(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 December 3, 2018, 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 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 147,077 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and per approved plans.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 080950
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, acres:
5
Onsite, ft :
165,685
Offsite, ftZ:
52,364
b.
Total Impervious Surfaces, ftZ:
147,077
Buildings, ftZ:
17,302
Sidewalk & Concrete, ftZ:
46,583
Roads & Parking, ftZ:
83,192
Offsite, ftZ:
0
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
3.1
e.
TSS removal efficiency (%):
90
f.
Permanent Pool Elevation, FMSL:
17.5
g.
Permanent Pool Surface Areq, ftZ:
22,420
h.
Permitted Storage Volume, ft :
28,357
i.
Temporary Storage Elevation, FMSL:
18.6
j.
Pre-dev. 1 year 24 hour, cf1:
9
k.
Permanent Pool Volume, ft
62,499
I.
Forebay Volume, ft3
12,929
M.
Maximum Fountain Horsepower:
1/4
n.
Controlling Orifice:
2.5" 0 pipe
o.
Receiving Stream/River Basin:
Cogdels Creek / WO
p.
Stream Index Number:
19-23
q.
Classification of Water Body:
"SC; NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records 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 080950
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is % horsepower.
6. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
7. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
8. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
9. 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.
10. 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.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 080950
12. 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.
13. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. 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.
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.
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.
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.
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 re -issuance or
termination does not stay any permit condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 080950
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 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.
Permit issued this the 3rd day of December 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
D, �Sw
for Coleefn H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 080950
Infantry BIN Interim Facilities
Stormwater Permit No. SW8 080950
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 080950
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Planning Department

IF-- DWQUSE .ONLY -
Date Received
Fee Paid
Permit Number
/&
Q 639%/�a 15;0
4h, 0 9, 12 5
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form nay be photocopier! for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Carl Baker, P.E. - Deputy Director of Public Works
3. Mailing Address for person listed in item 2 above:
1005 Michael Road
City:Camp Lejeune State:NC Zip:28542
Phone: (910 ) 451-2213 Fax: (910 ) 451-3302
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.):
Infantry BN Interim Facilities
5. Location of Project (street address):
City:Camp Lejeune County:Onslow Zip:28542
6. Directions to project (from nearest major intersection):
From intersection of Holcomb Blvd and Lejeune Blvd. Turn onto Holcomb Blvd. Turn left onto Gum Street.
Turn left onto Michael Road. Travel approximately 1400 feet.
7. Latitude:34° 39' 59.26" N Longitude:770 20' 4.29" W of project
8. Contact person who can answer questions about the project:
Name:ENS Richard Buechel Telephone Number: (910 ) 451-5950 ext.203
Email: richard. buechel@us mc.m i I
It. PERMIT INFORMATION:
EIVED
1. Specify whether project is (check one): ®New ❑Renewal Modification
N0� 192008
FormSWU-101 Version02.19.08 Page Iof4 o.Y.
!J ... _..___._ --

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SNIP []Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMAMajor ®Sedimentation/Erosion Control 0404/401Permit ❑NPDESStormwater
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 at Infantry BN Interim Facilities will be treated via a wet pond. Off site flow will be diverted
around the site via channels to a stormwater piping system.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area: N/A acres 4. Total Wetlands Area:-0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**:5.00 acres 7. Project Built Upon Area:67.45
8. How many drainage areas does the project have?l
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.
For high density projects, com lete the table with one drainage area for each engineered stormwater device.
Basin information,
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Cogdels Creek
Stream Class & Index No.
SC:NSW
Total Drainage Area (sf)
218049
On -site Drainage Area (sf)
165685
Off -site Drainage Area (st)
52364
Existing Impervious* Area (so
46853
Proposed Impervious*Area (sf)
100494
Impervious* Area (total)
67.45
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
17302
On -site Streets (so
0
On -site Parking (so
60772
On -site Sidewalks (so
p
Other on -site (so
22420
Off -site (so
46583
Total (so:
147077
Impervious area is defined as the built upon area including, but not limited to, buildings, rands, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built u
percentage calculation. This is the area used to caladate percent project built upon n , :KIv]F
Form SWU-101 Version02.19.08 Page 2of4 I Nov 19tool

10. How was the off -site impervious area listed above derivedllmpervios area was taken from survey data and
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. Forms can be
downloaded from htti2://li2o.enr.stite.nc.us/su/bmp forms.hhn - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRFC-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. Forms can be downloaded from http://Ii2o.enr.state.nc.us/SL1/bm12 forms.htm.
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
Form SW401-Permeable Pavement
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
Permeable Pavement Supplement
Form SWU-101 Version 02.19.08 Page 3 of 4
� 'T
NOV �t3
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 Imo://h2o.enr.state.nc.us/su/msi maps.hun)
Please indicate thatvou have provided the following required information by initialing in the space provided
next to each item.
In a s
• Original mtd one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if N
regnircd as per Part IV above) �pp
• Original of the applicable Supplement Form(s) and O&M agrcement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDh.NR
• Calculations & detailed narrative desu iption of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed &dated), including: Zvi
- Development/Project name
- Engineer and firm
Legend
North arrow
Scale
Revision number & dale
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 sires, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
V11. 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. (ex. designing engineer or firm)
Designated agent (individual or firm):Dewberry & Davis, Inc
Mailing Address:2301 Rexwoods Drive Suite 200
Phone: (919 ) 881-9939
Eiiiail:rdydula@(Iewberry.com
VIII. APPLICANT'S CERTIFICATION
State:NC Zip:27607
Fax:[phone]
I, (print or type Home of person listed in General Information, item 2)�(f l^ I 1 4.h L° k
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 nt will be re (led, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. 7 // n
Signatu
Date: I -r2 / —
FormSWU-101 Version02.19.08 page 4of4

P. 01
TRANSACTION REPORT
DEC-03-2008 WED 12:24 PM
FOR: NCDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
DEC-03 12:22 PM 919198819923 1'47" 9 FAX TX OK 675 K
TOTAL 1M 47S PAGES: 9

43 Dewberry"
November 18, 2008
Mr. Malcolm Boney
Environmental Engineer II
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
2301 Rexwoods Dnve 919,991.9939
Suite 200 919.891.9923 fax
Raleigh, NC 27607 wew.dcw6crry.cum
Reference: Marine Corps Base Camp Lejeune
Infantry BN Interim Facilities
Additional Information for Stormwater Express Review
Dewberry Project No. 50016212
Dear Mr. Boney:
Nov 1 2008
Dewberry and Davis, Inc. received a Request for Additional Information from DWQ on
November 12, 2008 for the Camp Lejeune Infantry BN Interim Facilities. Below are responses
to the comments:
Comment 1: Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
Response 1: A note has been added to the post -construction drainage map which states that
"No wetlands are located within the project area."
Comment 2: According to your calculations, the runoff coefficient (Rv) was determined using
an impervious fraction (IA) of 57.8%. However, 57.8% represents only part of the
total impervious area. In addition, the wet detention basin supplement indicated
that 47.54% is the total impervious area. Please determine the correct drainage
area and impervious area. Then, use the appropriate values to calculate the runoff
coefficient (Rv). (See continent ff 6)
Response 2: The impervious fraction was recalculated to be 67.45%. The wet detention basin
supplement and wet pond calculations spreadsheet have been changed to reflect
the accurate impervious area. The impervious fraction includes impervious area
created by the permanent pool surface of the wet pond (this was neglected in the
original submittal).
Comment 3: According to our calculations, the draw down time for a 2.5" diameter orifice the
volume provided of 15,524 cubic feet is 1.59 days. The draw down time required
is between 2 and 5 days. Please, make any necessary calculation changes that
would allow the appropriate draw down time. The larger percentage BUA used
(57.8%) is resulting in a larger minimum volume.
Response 3: Since the design calculations have changed to reflect a greater impervious
fraction, an orifice diameter of 2.5 inches is proposed. An orifice diameter of 2.5
inches provides a draw down time between 2 and 5 days for both the treatment
Dewberry S Davis, Inc.

Mr. Malcolm Boney
Page 2 of 3
November 18, 2008
Nov 1 y 7006
volume generated by the first 1.5 inches per acre of runoff and the treatment
volume provided in the pond. All calculations, spreadsheets, forms and drawings
have been modified to reflect this change and are enclosed.
Comment 4: The minimum required average pond depth is 3 feet. However, the supplement
indicates an average depth of 2.55 ft. Also, the calculations indicate that the full
pond depth of 3.5 feet was used instead of an average depth. Please make the
necessary changes in your calculations to provide a minimum 3 feet average
depth.
Response 4: The pond has been redesigned to be 6 inches greater in depth. This yields an
average depth of 3.1 feet using Option 2 for the average depth calculation per the
BMP Manual. Option I for the BMP Manual yields a depth of 2.8 which is how
the Wet Pond Supplement Form calculates average depth. A note has been added
to the Wet Pond Supplement Form to see wet pond routing calculations for
average depth using Option 2 from the BMP Manual. The wet pond calculations
have been redesigned using an average depth of 3 feet.
Comment 5: Please add a pond section detail to the plans which include the forebay, a 10 feet
wide vegetated shelf, pertinent elevations for the bottom, sediment cleanout,
permanent pool, temporary pool, 3:1 slopes above the permanent pool, 10:1
slopes on the shelf, and the weir elevation between the main pond and the
forebay.
Response 5: The section was added to Drawing C009 and submitted to DWQ on October 24,
2008 and is enclosed with this submittal.
Comment 6: Please illustrate one drainage area on the drainage area map. Also, complete one
column on the application that combines both drainage areas into one.
Response 6: The post -construction drainage map and application have been modified to reflect
one drainage area and are enclosed.
Comment 7: The orifice calculation spread sheet for the I -year 24 hour storm event should
show a time in minutes from 0 minutes and go to 4,042 minutes Please show the
appropriate calculations on the spreadsheet so that the flow at "Time to end is at
zero.
Response 7: The spreadsheet has been changed and is enclosed.
Comment 8: According to our calculations, the forebay has a volume ratio of 25%. Please
recalculate the volume of the forebay to be at 20%. However, we will allow a
variation of the forebay volume from 18% - 22%.
Response 8: The volume of the forebay has been change and is 20.7%. Calculations are
enclosed.
Comment 9: Submit $1000 fee for additional information required in the express program.
Response 9: A check for 51000 is enclosed.
19 Dewberry'

Mr. Malcolm Boney
Page 3 of 3
November 18, 2008
Comment 10: Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations,
supplements, plans, details, and associated documentation. Please verify all
numbers are correct to ensure consistency in the application documents.
Response 10: We have reviewed the submittal to insure all information submitted is accurate
and consistent.
Carl Baker, Deputy Director of Public Works, MCB Camp Lejeune will submit the original and one copy
of the revised Stormwater Permit Application Form and the Wet Pond O&M Maintenance Form. All
other required information is enclosed with this submittal. Should you have any questions or concerns,
please feel free to contact me via phone [phone] or e-mail ([e-mail]).
Sincerely,
Dewberry & Davis, Inc.
Rana Dydula, P.E.
Project Engineer
Enclosures
Cc: Carl Baker, PE, MCB Camp Lejeune
P�50016212Ud.T,.,te St..,.I& 200X I I IS Addil .] Infumalion C.,c, Uver w D\Vp.duf
19 Dewberry

• o�0F W ATFgQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina llepanment of Envuonmenl and Natural Resources
p _ Y Coleco I I Sullins Director
Division of Water Quality
November 12, 2008
Commanding General MCB Camp Lejeune
Attention: Carl Baker
Dewberry & Davis, Inc
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Request for Additional Information
Stormwater Project No. SW8 080950
Infantry BN Interim Facilities
Onslow County
Dear Mr. Carl Baker:
The Wilmington Regional Office received an Express State Stormwater Management Permit
Application for Infantry BN Interim facilities on October 28, 2008. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
. 1. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the
plans that none exist.
According to your calculations, the runoff coefficient (Rv) was determined using an
impervious fraction (IA) of 57.8%. However, 57.8% represents only part of the total
impervious area. In addition, the wet detention basin supplement indicated that
47.54% is the total impervious area. Please determine the correct drainage area and
impervious area. Then, use the appropriate values to calculate the runoff coefficient
(Rv). (See comment # 6)
3. According to our calculations, the draw down time for a 2.5" diameter orifice the
✓ volume provided of 15,524 cubic feet is 1.59 days. The draw down time required is
between 2 and 5 days. Please, make any necessary calculation changes that would
allow the appropriate draw down time. The larger percentage BUA used (57.8%) is
resulting in a larger minimum volume.
4. The minimum required average pond depth is 3 feet. However, the supplement
indicates an average depth of 2.55 ft. Also, the calculations indicate that the full
pond depth of 3.5 feet was used instead of an average depth. Please make the
necessary changes in your calculations to provide a minimum 3 feet average depth.
5. Please add a pond section detail to the plans which include the forebay, a 10 feet
wide vegetated shelf, pertinent elevations for the bottom, sediment cleanout,
permanent pool, temporary pool, 3:1 slopes above the permanent pool, 10:1 slopes
on the shelf, and the weir elevation between the main pond and the forebay.
6. Please illustrate one drainage area on the drainage area map. Also, complete one
column on the application that combines both drainage areas into one.
om
N/V) hCarolina
waluru/ly
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, INC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newmerqualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

_ Commanding General MCB Camp Lejeune— Attention: Mr. Carl Baker
_- November 12, 2008
Stormwater Application No. SW8 080950
7. The orifice calculation spread sheet for the 1-year 24 hour storm event should
show a time in minutes from 0 minutes and go to 4,042 minutes Please show
the appropriate calculations on the spreadsheet so that the flow at "Time to
end" is at zero.
8. According to our calculations, the forebay has a volume ratio of 25%. Please
recalculate the volume of the forebay to be at 20%. However, we will allow a
variation of the forebay volume from 18% - 22%.
9. Submit $1000 fee for additional information required in the express program.
10. Please note that a revision to one number may have a domino effect on other
numbers, which may require revision of the applications, calculations,
supplements, plans, details, and associated documentation. Please verify all
numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to November
19, 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.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Malcolm Boney
Environmental Engineer
ENB/mb: S:\WQS\STORMWATER\ADDINFO\2008\080950.nov08
CC: Dewberry & Davis, Inc
Malcolm Boney, NCDENR
Wilmington Regional Office
Page 2 of 2

2301 Rex ods Drive 919.881 9939
IS Dewberry'
Suite 200 919.88199231+x
Raleigh, NC 27607 wwa.dewbeiry.cnm
October 24, 2008
Mr. Malcolm Boney
Environmental Engineer II
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Reference: Marine Corps Base Camp Lejeune
Infantry BN Interim Facilities
Additional Information for Stormwater Express Review
Dewberry Project No. 50016212
Dear Mr. Boney:
Enclosed is revised Drawing CDO09 for the Camp Lejeune Infantry BN Interim Facilities.
David Towler will deliver the revised Stormwater Management Permit Application Form. A
change was made to the impervious surface on page 2. The wet pond is oversized and can treat
more impervious surface than is proposed. You requested that we show how much impervious
surface can be treated in the wet pond by crossing through On -site Sidewalks and inserting the
allowable impervious surface that can be treated by the wet pond. The revised form shows that
an additional 54,046 sf of impervious surface can be treated in the wet pond and still provided
the required treatment for the first 1.5 inches of runoff and release the 1-yr, 24-hr post -
construction storm event at rates less than or equal to pre -construction rates.
Should you have any questions or concerns, please feel free to contact me via phone [phone] or e-
mail ([e-mail]).
Sincerely,
Dewberry & Davis, Inc.
-� �a �i'
Rana Dydula, P.E.
Project Engineer
Enclosures
Cc: Carl Baker, PE, MCB Camp Lejeune
11d50016212wdm3amhsr5mmiwmer000910. 17 layrce Review Covci Letter a DWQJoc OCT 2 8 2008
rY'--- - 0
Dewberry & Davis, Inc.

RE: Infantry BN Interim Facilities
Subject: RE: Infantry BN Interim Facilities
From: "Towler CIV David W" <[e-mail]>
Date: Tue, 21 Oct 2008 07:55:15 -0400
To: "Janet Russell" <Janet. Russel I@ncmai 1. net>, <rdydula a dewberry.com>
Janet/Rana,
Friday is good for me, I'll be there.
V/r,
David W. Towler, EI
Marine Corps Base, Camp Lejeune
Civil Engineer
Public Works Division, Bldg 1005
Civil Design Branch
Phone: [phone] ext. 3284
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Monday, October 20, 2008 9:39
To: [e-mail]; Towler CIV David W
Subject: Infantry BN Interim Facilities
October 20, 2008
*Infantry BN Interim Facilities*
Rana / David:
The Express Stormwater submittal meeting has been scheduled with *Malcolm
Boney on Friday, October 24, 2008 at 10:00 AM* here in the Wilmington
Regional Office, 127 Cardinal Drive Ext. Wilmington 28405.
The applicant must be represented at the meeting. The Express fee is $4,000
- $505 or $3495.00 due at the meeting.
Please review the submittal requirements, attached. Note for future
reference that all plans should be submitted folded to 9" x 14" to fit our
file system. We, of course, already the application package in house for
this project.
_* Please respond _ASAP to confirm and reserve the submittal meeting date /
time.
Thanks,
Janet Russell
Express Coordinator
1 of 1 10/21/2008 11:14 AM

RE:- Infantry, BN Interim Facilities
Subject: RE: Infantry BN Interim Facilities
From: "Dydula, Rana" <[e-mail]>
Date: Mon, 20 Oct 2008 11:32:17 -0400
To: 'Janet Russell' <Janet.Russel [e-mail]>, "Towler GS05 David W" <[e-mail]>
I can attend the express review meeting on Friday Oct 24th. I will
bring the check. Janet- Do you need me to bring anything else since you
already have the application package?
Rana Dydula, PE
Project Engineer
Dewberry
2301 Rexwoods Drive
Suite 200
Raleigh, NC 27607
919-881-9939
919-881-9923 fax
www.dewberry.com
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Monday, October 20, 2008 9:39 AM
To: Dydula, Rana; Towler GS05 David W
Subject: Infantry BN Interim Facilities
October 20, 2008
*Infantry BN Interim Facilities*
Rana / David:
The Express Stormwater submittal meeting has been scheduled with
*Malcolm Boney on Friday, October 24, 2008 at 10:00 AM* here in the
Wilmington Regional Office, 127 Cardinal Drive Ext. Wilmington 28405.
The applicant must be represented at the meeting. The Express fee is
$4,000 - $505 or $3495.00 due at the meeting.
Please review the submittal requirements, attached. Note for future
reference that all plans should be submitted folded to 9" x 14" to fit
our file system. We, of course, already the application package .in
house for this project.
* Please respond _ASAP to confirm and reserve the submittal meeting
date / time.
Thanks,
Janet Russell
Express Coordinator
1 of 1 10/20/2008 1:47 PM

Infantry BN Interim Facilities Stormwater Express Review Application
Subject: Infantry FIN Interim Facilities Stornwater Express Review Application
From: "Dydula, Rana" <[e-mail]>
Date: Fri, 17 Oct 2008 1 1:38:18 -0400
To: <janet.russell n ncmail.net>, <[e-mail]>
CC: "Carl Rogers" <[e-mail]>, "Baker GS14 Carl H° <[e-mail]>, "Marshburn CIV Brian R"
<[e-mail]>, "Harvey, Steven" <[e-mail]>, "Langston, Joe"
<[e-mail]>, "Brown, Chris" <[e-mail]>
Janet and Cameron,
Attached is all information required for the Request for Express Review Permit. The project has been accepted by DWQ
for standard permitting (SW8080950). We would like to place the project under express review instead. Please coordinate
an express review meeting with Dewberry and MCB Camp Lejeune concerning this project. DWQ currently has three
copies of the permit application with all required signatures. Dewberry will bring a check for $3495 ($4000-$505
originally submitted) to the express review meeting. Please let me know if you need us to bring anything else to the
express review meeting.
Rana Dydula, PE
Project Engineer
Dewberry
2301 Rexwoods Drive
Suite 200
Raleigh, NC 27607
919-881-9939
919-881-9923 fax
www.dewberry.com
Content -Description: 2008 10 17 Express Review Cover
Letter to D W Q.pd f
2008 10 17 Express Review Cover Letter to DWQ.pdf Content -Type: application/octet-stream
Content -Encoding: base64
REQUEST FOR EXPRESS form FINAL
Content -Description: Septpdf
REQUEST FOR EXPRESS form FINAL Sept.pdf Content -Type: application/octet-stream
Content -Encoding: base64
Water Quality Classification Request Form.pdf Content -Description: Water Quality Classification Request
1 of 2 10/17/2008 2:05 PM

, . Sw g 08d95C)
QrA/� North Carolina Department of Environment and
GA Natural Resources
NCDENR Request for Express Permit Review
FILL-IN all the information below and CHECK the Permiti you are requesting for express review.
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map Isar
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(u)-ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.leeancmail.nef
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick.grogan(glncmaitnet
• Washington Region -Lyn Hardison 252-946.9215 or lvn.hardison(&ncmail.net
• Wilmington Region -Janet Russell 910-350.2004 or ianetrusselKaiincmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
For DENR Use
ONLY
Reviewer
Submit'.
Time. 10
Conlin'. IC : 2 ( U C-
FAX or Email the completed form to Expr
e items expected in the application Dacka
10 . 2-1.4 1
(DE C E I V ED
n OCT 1 7 gnnR
Project Name: INFANTRY BIN INTERIM FACILITIES County: ONSLOW
Applicant: CARL BAKER Company: MCB CAMP LEJEUNE OW/Q
Address: 1005 Michael Road City: Camp Leieune, State: INC Zip: 28542 PP.OJ #
Phone: [phone] Fax::[phone] Email: cad.h.baker(a)ustr it
Physical Location:Michael Road
Project Drains into Cogels Creek waters —Water classification SC:NsW (for classification see-htti):/lh2o.enr.state.nc.us/bimsireports/revortsWB.html)
Project Located in White Oak River Basin. Is project draining to class ORW waters? N , within''/: mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: Rana Dvdula Company: Dewberry & Davis. Inc.
Address: 2301 Rexwoods Drive. Suite 200 City: Raleigh; State: NC Zip 27607-3366
Phone: [phone] Fax::[phone] Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
l� ❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR, ❑ OTHER: _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _# Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems
ElHigh Density -Other _# Treatment Systems /❑ MODIFICATION: [IMajor ❑ Minor ❑ Revision SW _(Provide pennii
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be dislurbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Welands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits: (Check#
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Total Fee Amount S
SUBMITTAL DATES
Fee
I
SUBMITTAL DATES
Fee
CAMA
$
1 Variance ( Ma]; Min)
$
SW (LJ HD, LJLD, U Gen)
$
1 401:
$
LDS
$
Stream Deter,_
$
NCDENR EXPRESS September 2008

Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form may be photocopied for use as an original.
PROJECT INFORMATION
In order to determine whether a State Stormwater Management Permit will be required for a project
in a non -coastal county, the classification of the closest downslope surface waters (the surface
waters that any sheet flow or overflow from the project would flow toward) must be determined.
Please complete Sections I and II below. DQW Staff will determine the receiving stream
classification, complete Section III, and return the completed form to you.
1. Project Name: Infantry BN Interim Facilities County: Onslow,
2.. Contact Person: Rana Dvdula, P.E.
3. Mailing Address: 2301 Rexwoods Drive, Suite 200
4. City Raleigh State NC Zip 27607 Phone No. 919-881-9939
5. Name of closest downslope surface waters: Cogels Creek
Signature of contact person:
Is a Sedimentation Erosion Control Plan —Ora CAMA Major Permit required? ®YES [:]NO
II. REQUIRED ITEMS
An 8.5" x 11" copy of the appropriate portion of a USGS quad sheet showing the projects
property boundaries, receiving stream, major roads or State Roads numbers, and nearest
town or city must be attached.
III. CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
1. Name of surface waters:
2. River Basi
Index
3. Classification (as established by the Environmental Management Commission):
4. Proposed Classification, if applicable:
5. State Stormwater Management Permit required? ❑YES ❑NO
6. Signature of Regional Office personnel: Date
cc: Linda Lewis
Engineer
Building Inspector
Central Files
Form SWU-111 Version 10.99

Marine Corps Base Camp Lejeune
Infantry BN Company Interim Facilities
Stormwater Permit Package
Stormwater Narrative
July 28, 2008
Prepared For:
Marine Corps Base Camp Lejeune
Camp Lejeune, NC
Prepared By:
Dewberry & Davis, Inc.
2301 Rexwoods Drive
Suite 200
Raleigh, NC 27607

Project Description
The purpose of the project is to construct a building with associated utilities and
gravel parking lot. There will be two entrances to the site. One access will be
provided via an access road from an existing parking lot and the other entrance
will be along Louis Road. A new chain link fence with double swing gate will be
placed around facility.
Existing Site Conditions
The site is located approximately 1400 feet east of the intersection of Michael
Road and Gum Street. The site is broken up into two areas which consist of a
grassed area and a heavily wooded area. The site is relatively flat with slopes
ranging from 0.5% to 5%. The site drains from the northeastern and southeastern
corners inward to the west.
The site drains to an unnamed tributary of Cogdels Creek which ultimately
discharges into the New River. The water body is located in the White Oak basin.
The stream classification of Cogdels Creek and New River at this location is,
SC;NS W. j
Soils Characteristics
The soils in the area of construction are classified as BmB (Baymeade-Urban land
complex, 0 to 6 percent slopes) and BaB (Baymeade tine sand, 0 to 6 percent
slope) according to the Onslow County Soil Survey conducted by USDA Soil
Conservation Service.
Stormwater Management
There area several policies related to stormwater management runoff quality and
quantity that must be met. Since the site is in the coastal area and the built -upon
area will be greater than 24 percent, stormwater best management practices
(BMPs) will be required to treated stormwater from the sites. The BMPs must be
designed to store, control and treat the stormwater runoff generated by 1.5 inches
of rainfall per acre draining to the BMP. In addition, the BMPs must be designed
to release the post -construction flow at a rate equal to or less than pre -
construction flow rates since the sites are within Phase II City limits.
Stormwater will be treated via a wet pond. The wet pond was designed per
requirements in the North Carolina Division of Water Quality Stormwater Best
Management Practices Manual (BMP manual). The wet pond will detain and
treated the rainfall generated by 1.5 inches of rainfall. Table 10-4 of the BMP
manual was used to size the wet pond surface area to achieve 90 percent TSS
removal. This volume of water will be stored in the wet pond and released within
the required 2 to 5 days time via a 2.5 inch diameter orifice located in the riser
R
ECEIVED
OCT 17 2008
DWQ
PP.OJ k

structure. All flow from the site will enter the forebay of the pond. The volume
of the forebay was designed to be approximately 20 percent of the total wet pond
volume. In addition, the I -year, 24-hour post -construction flow rate will be
release at a rate less than pre -construction flow rates. The wet pond was designed
to contain the 100-year, 24-hour storm event without overtopping the dam.
There are four permanent stormwater channels. Three channels will divert off -
site flow around the site and into a stormwater piping system. One channel will
divert on -site flow to the forebay of the wet pond. The channels were designed
using Manning's Equation to calculate velocity and normal depth. The channels
were designed to convey flow in a non -erosive manner during the 10-year storm
event using Tractive Force Procedure.
Summary of Stormwater Flow Rates
Peak flow calculations (pre -construction and post -construction) going to the BMP
were calculated using Rational Method. The inflow hydrograph and volumes
were calculated using SCS method. The volume of runoff that must be controlled
by the BMP was calculated using Simple Method. Stage -storage -discharge model
for the BMP was developed using Chainsaw routing. All calculation methods are
described in Section 3 of the BMP manual.
The drainage area is approximately 5.00 acres. A wet pond will be utilized on
this site to detain and treat runoff from the site. The pre -construction drainage
area, in reality, is larger than the post -construction area since off -site drainage will
be diverted around the site via stormwater channels once the site is constructed.
Pre -construction calculations were derived using the post -construction drainage
area since this yields a more conservative design (i.e. calculations yield a lower
pre -construction flow rate than what is actually occurring therefore the wet pond
must be designed to release this calculated flow at the lower rate). The calculated
pre -construction flow rate for the I -year, 24-hour storm event is 9.0 cfs. The
post -construction flow rate will be reduced from 14.8 cfs to 0.3 cfs. The
detention storage will be recovered via a riser/barrel structure.
t! 11E C E' v E D p 0cT 17 2008
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CAMP LEJEUNE - INFANTRY RN INTERIM FACILIXS
POST-CCNSTRUCTIW DRAINAGE MAP

•- 10
October 17, 2008
Ms. Janet Russell
Environmental Specialist
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
2301 Rexwoods Drive 919,881 9939
Suite 200 919,881.9923 fax
Raleigh, NC 27607 www.dcwbcny.com
Reference: Marine Corps Base Camp Lejeune
Infantry BN Interim Facilities
Request for Stormwater Express Review
Dewberry Project No. 50016212
Dear Ms. Russell:
�E C E I V ED
OCT 17 2008
DWp
PROJ p
Dewberry & Davis, Inc. (Dewberry) submitted a Stormwater Management permit application for
the Camp Lejeune Infantry BN Interim Facilities. This project was accepted into review by your
office on October 7,2008 as project number S W8080950. Dewberry would like to submit this
project as an Express Review for Stormwater in lieu of standard permitting. For your review we
have enclosed the following:
• Request for Express Permit Review Form
• Water Quality Classification Request Form
• Project Narrative
• Cover Sheet showing Project Vicinity Map
• USGS Map
• Post -Construction Drainage Area Site Map
Should you have any questions or concerns, please feel free to contact me via phone [phone] or e-
mail ([e-mail]).
Sincerely,
Dewberry & Davis, Inc.
_WW
Rana Dydula, P.E.
Project Engineer
Enclosures
Cc: Carl Baker, PE, MCB Camp Lejeune
P:60016E131AdmrP<rmiulSiormwn¢r�Z008. 10. 17 Express Re u. Cover lever m D W Q doe
Dewberry & Davis, Inc.

Dy- �w- RwI-P-W
Project name bN Review Date
Checklist for Completeness Review of Stormwater Applications
Each application for which a "Completeness Review" is needed will have this checklist printed on
yellow paper to distinguish it from other applications to be reviewed.
0 Read the narrative and application to determine the type of project, i.e., residential vs.
commercial, subdivision vs. single lot, high density, low density, offsite, redevelopment, and
determine what documentation needs to be provided.
Make sure that all required forms, supplements, O&M's, deed restrictions, signature
authorizations, etc., are included and contain original signatures.
[X] If low density, make sure the BUA calculations include any common areas, clubhouse areas,
etc., and do a quick math check for addition errors.
0 Do a quick consistency check of the numbers used in the calculations vs. the numbers
reported on the application. For multiple BMP's pick one or two to check.
F-I Ownership issues? Make sure the correct person has signed the application. If it's a
corporation or LLC, print off the NCSOS information sheet and latest annual report. Make
sure the person who signed is listed on the annual report with his/her correct title, or make
sure a signature authorization letter has been provided.
/Make sure 2 sets of plans have been submitted, and that they include grading, layout (with
dimensions for all proposed BUA) and details.
Are the Wetlands delineated on the plans? Y By whom? N c . ,Oc.Je_
If the project drains to SA waters, make sure a USES-topo map with the site, the receiving
/ waters and the'/2 mile radius clearly shown to scale, is provided.
0 For high density projects, make sure the correct design storm is used, based on the receiving
—/ stream classification and the projects proximity to SA waters.
❑� Make sure appropriate details are provided such as roads, cul-de-sacs, curbing, sidewalk,
BMP's, level spreaders, vegetated filter strips, curb outlet swales, etc. Two of the most
common errors are that sidewalk is indicated on the plans, but not included in the BUA calcs
or shown with the road detail, and the road width used in the BUA calculations is less than
that shown on the road detail.
Are there any issues within the 575 ft ORW AEC?
If high density, make sure the plans and calculations are signed, sealed and dated.
If the project involves the subdivision of property or has outparcels, make sure a copy of the
Proposed Declaration of Covenants and Restrictions in legal format with all required
/statements is provided, or that the appropriate standard deed restriction template, signed and
notarized, is provided.
F1 Make sure that a Soils Report for all projects is provided, to determine if the required
separation to the SHWT is provided.
For multiple HD systems & curb outlet swales, make sure a drainage area map is provided.
If the application is substantially incomplete, give the entire file with the check to admin (Jo
Casmer) to be returned to the applicant. Jo will keep copies of the return letters, application &
check.
❑ If the application lacks only a few minor items such that it can be made complete within 24
hours, you can email the consultant and request the information. Hold onto the package for
24 hours. If the information isn't received within 24 hours, give the application to Jo to return.
For Offsite projects:
The Designer's Certification for the offsite system has been submitted.
The deed restrictions have been recorded and a copy submitted.
The offsite system is in compliance with its permit.
Make sure the lot size hasn't changed from what was approved under the Master Plan and
that the correct lot number is referenced on the supplement form.
For Infiltration projects:
Soils report to determine SHWT, soil type and expected infiltration rate is provided.
Has Vincent conducted the site investigation? If Yes, date?
For infiltration projects, the maximum 2 acre inches of volume in any single system has not
been exceeded.
For/Wet Ponds projects:
Permanent pool to be located no lower than 6" below the estimated SHWT. Otherwise, the
incoming groundwater must be quantified and evaluated; the storage volume must be
verified; and the outlet needs to be evaluated for free drainage to the receiving waters under
SHWT conditions.
S:\WQS\STORMWATER\FORMS\COMPLETENESS REVIEW

P Dewberry
.July 28, 2008
Ms. Rhonda Hall
Environmental Engineer
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
%Vilmington, NC 25405-3545
2301 Rexwoods Drive 919 881 9939
Suite 200 919 881 9923 fax
Raleigh, North Carolina 27607-3366 www.dewberry.com
Reference: 11arine Corps Base Camp Lejeune
Infantry BN lnterim Facilities
Dewberry Project No. 50016212
Dear Ms. Hall:
Enclosed is a Stormwater Management permit application for the Camp Lcjcunc Infantry BN
Interim Facilities. This project includes construction of a building with associated utilities and a
gravel parking lot. For your review we have enclosed the following:
• One (1) original & one (1) copy of the Stormwater Management Permit Application
• 5505 Review & Application Fee
• One (1) original Wet Detention Basin Supplement Fonn
• One (1) original Wet Detention Basin O&M Agreement
• Two (2) complete sets of project plans
• Two (2) copies of the stormwater narrative, calculations, and drainage area maps
Should you have any questions or concerns, please feel Ices to contact me via phone [phone] or e-
mail (rdydula c@ delaberry.com).
Sincerely,
Dewberry & Davis, Inc.
Rana Dydula, E.
Project Engineer
Enclosures
Cc: Carl Baker, PE, MCB Camp Lejeune
P. 50010212 Ad—Pcnnhr 11 n ,cd2008.01. 23 Co,e, l.cuu �o Dwadoe
BY:.
81 P 18 2099
Dewberry & Davis, Inc.

Marine Corps Base Camp Lejeune
Infantry BN Company Interim Facilities
Stormwater Permit Package
Stormwater Narrative
July 28, 2008
Prepared For:
Marine Corps Base Camp Lejeune
Camp Lejeune, NC
Prepared By:
Dewberry & Davis, Inc.
2301 Rexwoods Drive
Suite 200
Raleigh, NC 27607
\A CARG�i
S8
27876 _-
O%�3���g

Project Description
The purpose of the project is to construct a building with associated utilities and gravel parking
lot. There will be two entrances to the site. One access will be provided via an access road from
an existing parking lot and the other entrance will be along Louis Road. A new chain link fence
with double swing gate will be placed around facility.
Existing Site Conditions
The site is located approximately 1400 feet east of the intersection of Michael Road and Gum
Street. The site is broken up into two areas which consist of a grassed area and a heavily wooded
area. The site is relatively flat with slopes ranging from 0.5% to 5%. The site drains from the
northeastern and southeastern comers inward to the west.
The site drains to an unnamed tributary of Cogdels Creek which ultimately discharges into the
New River. The water body is located in the White Oak basin. The stream classification of
Cogdels Creek and New River at this location is SC;NSW.
Soils Characteristics
The soils in the area of construction are classified as BmB (Baymeade-Urban land complex, 0 to
6 percent slopes) and BaB (Baymeade fine sand, 0 to 6 percent slope) according to the Onslow
County Soil Survey conducted by USDA Soil Conservation Service.
Stormwater Management
There area several policies related to stormwater management runoff quality and quantity that
must be met. Since the site is in the coastal area and the built -upon area will be greater than 24
percent, stormwater best management practices (BMPs) will be required to treated stormwater
from the sites. The BMPs must be designed to store, control and treat the stormwater runoff
generated by 1.5 inches of rainfall per acre draining to the BMP. In addition, the BMPs must be
designed to release the post -construction flow at a rate equal to or less than pre -construction flow
rates since the sites are within Phase II City limits.
Stormwater will be treated via a wet pond. The wet pond was designed per requirements in the
North Carolina Division of Water Quality Stormwater Best Management Practices Manual
(BMP manual). The wet pond will detain and treated the rainfall generated by 1.5 inches of
rainfall. Table 10-4 of the BMP manual was used to size the wet pond surface area to achieve 90
percent TSS removal. This volume of water will be stored in the wet pond and released within
the required 2 to 5 days time via a 2.5 inch diameter orifice located in the riser structure. All
flow from the site will enter the forebay of the pond. The volume of the forebay was designed to
be approximately 20 percent of the total wet pond volume. In addition, the 1-year, 24-hour post -
construction flow rate will be release at a rate less than pre -construction flow rates. The wet
pond was designed to contain the 100-year, 24-hour storm event without overtopping the dam.

There are four permanent stormwater channels. Three channels will divert off -site flow around
the site and into a stormwater piping system. One channel will divert on -site flow to the forebay
of the wet pond. The channels were designed using Manning's Equation to calculate velocity
and normal depth. The channels were designed to convey flow in a non -erosive manner during
the 10-year storm event using Tractive Force Procedure.
Summary of Stormwater Flow Rates
Peak flow calculations (pre -construction and post -construction) going to the BMP were
calculated using Rational Method. The inflow hydrograph and volumes were calculated using
SCS method. The volume of runoff that must be controlled by the BMP was calculated using
Simple Method. Stage -storage -discharge model for the BMP was developed using Chainsaw
routing. All calculation methods are described in Section 3 of the BMP manual.
The drainage area is approximately 5.00 acres. A wet pond will be utilized on this site to detain
and treat runoff from the site. The pre -construction drainage area, in reality, is larger than the
post -construction area since off -site drainage will be diverted around the site via stormwater
channels once the site is constructed. Pre -construction calculations were derived using the post -
construction drainage area since this yields a more conservative design (i.e. calculations yield a
lower pre -construction flow rate than what is actually occurring therefore the wet pond must be
designed to release this calculated flow at the lower rate). The calculated pre -construction flow
rate for the 1-year, 24-hour storm event is 9.0 cfs. The post -construction flow rate will be
reduced from 14.8 cfs to 0.3 cfs. The detention storage will be recovered via a riserlbarrel
structure.

SUBSURFACE EXPLORATION REPORT
CAMP LEJEUNE PARKING LOTS
JACKSONVILLE, NORTH CAROLINA
S&ME PROJECT NO.1051-08-012
Prepared For:
Dewberry
Raleigh, North Carolina
Prepared By:
S&ME, Inc.
3201 Spring Forest Road
Raleigh, North Carolina 27616
February 6, 2008

February 6, 2008
Dewberry
2301 Rexwoods Drive, Suite 200
Raleigh, North Carolina 27607
Attention: Ms. Pamela A. Kistner, P.E.
Reference: Subsurface Exploration Report
Camp Lejeune Parking Lots
Jacksonville, North Carolina
S&ME Project No. 1051-08-012
Dear Ms. Kistner:
S&ME, Inc. is pleased to submit this report of the subsurface exploration for the
referenced project. The work was completed in general accordance with our Proposal No.
P005-08E dated January 8, 2008. The purpose of the exploration was to evaluate
subsurface conditions as they relate to subgrade support for the proposed parking lots.
This report presents a summary of pertinent project information, results of field and
laboratory testing, and our geotechnical recommendations. Hand Auger Boring Location
Plans, Summary of Hand Auger Borings, Laboratory Test Results, and "In -situ" Constant
Head Permeameter Test Results are included in the Appendix.
S&ME, Inc. appreciates the opportunity to provide our professional engineering services on
this project. Should you have any questions concerning this report or if we may be of
further assistance, please contact us at your convenience.
Sincerely,
S&ME, Inc.
J. Adam Browning, E.I.
Staff Professional
Attachments
c� �F�53ip
kL
92 6
John R. Browning,
Senior Engineer 1•,y P1
N.C. Registration No. 9Zi4R„8P
SAPROJECTS\2008\08-012 Camp Lejeune Parking Lots\Geotech\Report\08-012-rpt Camp Leieune Parking Areas.doc
1
S&ME, INC. / 3201 Spring Forest Road / Raleigh, NC 27616 / p 919,872.2660 ! 919.876,3958 / w .smeinc.com

Subsurface Exploration Report S&ME Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
PROJECT INFORMATION
We understand that construction of parking areas is planned for the Truck Company and
Division MPs at Camp Lejeune, North Carolina. The Division MPs parking area
(approximately 80 by 350 feet) will be located along Louis Road, west of an existing
parking lot at the intersection of Louis Road and Gum Street. The Truck Company's
parking areas will include two areas. The first (approximately 485 by 590 feet) will be
located in between Michael Road and Louis Road, approximately 900 feet east of their
intersection with Gum Street. The second area (approximately 170 by 300 feet) will be
located at the west end of Michael Road. We anticipate that excavation and fill depths will
be less than 3 feet.
We understand traffic for the parking lots will consist of Medium Tactical Vehicle
Replacement (MTVR) vehicles with a gross vehicle weight rating (GV WR) of 65,000
pounds. These vehicles have a single front axle and tandem axle single tires on the rear. We
understand the front of the vehicle will be armored thus adding more weight to the front
axle. We have assumed a front axle load of 18 kips and rear tandem axle weight of 47 kips.
We understand each lot will be exposed to 50 trips (2 passes per trip) per day, 7 days a
week. Based on this information we estimate that each parking lot will be exposed to
3,500,000 18-kip equivalent single axle loads (ESALs) over a 20 year design life.
SITE DESCRIPTION
The proposed Truck Company Parking Lot site northeast of Gum Street is relatively flat
with a gentle slope toward Louis Road. Moderately to heavily -wooded sections cover
approximately 1/3 of the site near Louis Road. A fenced -in gravel parking area spans the
length of the site along Michael Road. The parking area is currently occupied with scattered
tractor trailers. An existing building is located just outside the proposed pavement area to
the northeast.
The proposed Truck Company Parking Lots and MPs Parking Lots site southwest of Gum
Street are relatively flat with a gentle slope toward Louis Road. The site is moderately to
heavily wooded over the entire site. A pipeline runs along the southwest edge of the
proposed parking lots.
FIELD EXPLORATION PROGRAM
The field exploration program for this project included the performance of a site
reconnaissance, hand auger borings with dynamic cone penetrometer (DCP) testing, and in -
situ constant head permeameter testing and seasonal high water table evaluation. These
services are described below.

Subsurface Exploration Report SWE Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
Hand Auger Borings with Dynamic Cone Penetrometer (DCP) Testing
A representative of S&ME established the hand auger boring locations in the field by
estimating distances from existing site features. Approximate hand auger boring locations
are shown on Figures I and I in the Appendix.
Dynamic cone penetrometer (DCP) tests were conducted at routine depth intervals within
hand auger borings. The dynamic cone penetrometer consists of a conical point which is
first seated and then driven in 1-3/4 inch increments using a 15-pound hammer falling 20
inches. Test results may be used to estimate subsurface soil consistency and relative
density. Soils recovered from hand auger borings were visually classified in the field in
accordance with Unified Soil Classification System (USCS) guidelines.
Hand auger boring logs are included in the Appendix. Stratification depths shown on the
hand auger boring logs are intended to represent approximate depths of changes in soil
types. Naturally, transitional changes in soil types are oflen gradual and can not be defined
at particular depths.
In -Situ Constant Head Permeameter Testing
S&ME performed hydraulic testing of soils in the unsaturated zone in the vicinity of hand
auger borings HA-6 and HA-10. Prior to performing the hydraulic testing, the designated
areas were visually assessed to find a representative location to perform the measurement
that is relatively free from past man made disturbances such as utility line burial, etc. The
compact constant head peneeometer, commonly called the amoozemeter, was used to
obtain this measurement. The unsaturated hydraulic conductivity was measured in the
material at depths of about 0.5 and 1.5 feet below the surface. "In -situ' constant head
permeameter test records are provided in the Appendix.
Seasonal High Water Table Evaluation
Soils encountered in each hand auger boring were evaluated for the following site specific
characteristics: texture; color; structure; soil depth; depth and thickness of any restrictive
horizon(s) if present. Field indicators were used to provide an estimate of the depth to
seasonal high water table. Seasonal high water table depths are shown on the hand auger
boring logs included in the Appendix.
SOIL SURVEY
S&ME reviewed the Onslow County Soil Survey, issued in July 1992, to obtain near
surface soil classification information for the subject site. The subject site lies in an area
where the upper soils consist mostly of Baymeade Series soils. The survey indicated that
infiltration is rapid, surface runoff is slow, permeability is moderately rapid, and available
water capacity is low in these soils. The seasonal high water table is typically 4 to 5 feet

Subsurface Exploration Report SWE Project No. 1051-08-012
Camp Leieune Parkinq Lots -Jacksonville NC February 8 2008
below the ground surface. Slopes are typically 0 to 6 percent.
SUBSURFACE CONDITIONS
Surface materials consisted of natural Coastal Plain sands, crushed aggregate base course
(CABC) stone, and topsoil. Approximately 6 inches of CABC stone was encountered at the
ground surface in hand auger borings HA-2 and HA-3. Approximately 3 to 6 inches of
topsoil was encountered at the ground surface in hand auger borings HA-4 through HA-12.
Natural Coastal Plain sands with USCS classifications SP, SP-SM, and SP-SC were
encountered below the surface materials in all hand auger borings. DCP test values in
natural soils ranged from 3 to greater than 15 blows per 1-3/4 inch increment. These values
indicate the natural soils have very loose to medium dense relative densities. Brick debris
and trace organics were encountered in hand auger borings HA-4 (approximate depths of
1.5 to 1.7 feet) and HA-8 (approximate depths of 1.5 to 5 feet), respectively. The natural
soils were visually observed as moist.
In -situ constant head permeameter tests were performed at approximate depths ranging
from 0.5 to 1.5 feet near hand auger borings HA-6 and HA-10. Test results indicate
infiltration rates ranging from 20.96 gallons/day/ftz near HA-10 to 157.24 gallons/day/ftz
near HA-6.
Groundwater was not encountered in any of the hand auger boreholes at termination of
boring. Based on field indicators, estimated depths to seasonal high water tables ranged
from 13 to 32 inches below the existing ground surface on the site northeast of Gum Street
and 7 to 30 inches below the existing ground surface on the sites southwest of Gum Street.
LABORATORY TESTING
Laboratory testing consisted of natural moisture content, grain size analysis, Atterberg limit,
standard Proctor, and California bearing ratio (CBR) testing. All laboratory tests were
performed in general accordance with ASTM procedures.
Grain size analysis testing was performed on bulk samples of auger cuttings obtained from
hand auger borings HA-4 and HA-10. Testing indicated mostly fine grained sand (84 to 87
percent) with 10 to 14 percent fines (silt and clay).
Atterberg limit tests were performed on the material passing the #40 sieve from samples of
auger cuttings obtained from HA-4 and HA-10. Liquid limits of these materials ranged from
18 to 19 percent. Plastic limits could not be obtained due to the sand content. Therefore, the
tested soils are classified as non -plastic.

Subsurface Exploration Report SWE Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
A standard Proctor test was performed on a combined sample of auger cuttings obtained
from HA-4 and HA-10. Standard Proctor testing indicated a maximum dry density of about
109 pounds per cubic foot with an optimum moisture content of about 12.6 percent. The
natural moisture contents of tested soil samples ranged from approximately 9 to 14 percent,
corresponding to moisture contents slightly dry to slightly wet of optimum.
A California Bearing Ratio (CBR) test was also performed on a recompacted combined
sample of auger cuttings obtained from HA-4 and HA-10. The test specimen was
recompacted to approximately 98 percent of the standard Proctor maximum dry density at
approximately the optimum moisture content. The test specimen was then soaked for 96
hours. Testing indicated a CBR value of 29 percent with no apparent swell.
Laboratory test records are provided in the Appendix.
CONCLUSIONS AND RECOMMENDATIONS
The subsurface exploration indicates die site is adaptable for the proposed parking lots. You
have requested that we provide recommendations for asphalt pavement and full depth stone
sections. Our pavement design along with site grading recommendations are provided in the
following sections.
Site Preparation
Initial Site Preparation
Site preparation should begin with the clearing of any vegetation and stripping of topsoil
from areas within the proposed parking lots. We anticipate stripping depths will be on the
order of 4 to 6 inches. The stripping process should remove all fibrous material, woody
vegetation and soil containing excessive organics. The strippings and topsoil could be used
in landscaped areas but should not be incorporated in structural fill for parking lot
embankments.
Subgrade Evaluation and Repair
After stripping, the exposed soils and existing CABC stone in areas to receive fill and areas
near final grade should be evaluated by the geotechnical engineer or his representative. We
recommend the entire pavement subgrade (in areas to receive fill and in cut areas at design
subgrade) be densified in place with a 10 to 15 ton vibratory roller. The vibratory roller
should make a minimum of 4 complete passes over the subgrade, two perpendicular to the
others. The vibratory rolling can also serve as a proofrolling of the subgrade to identify
areas where additional repair may be required. This repair may include undercutting and
replacement. Depending on prevailing weather conditions at the time of construction,
drying, discing, and recompaction of soils may be a suitable alternative to undercutting.

Subsurface Exploration Report SWE Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
This will be a field decision at time of grading.
We recommend that exposed virgin soils in areas near final grade be densified to 100
percent of its standard Proctor (ASTM D698) maximum dry density. We recommend that
exposed existing CABC stone in areas near final grade be densified to 100 percent of its
modified Proctor (AASHTO T-180).
Excavations
Based on the hand auger borings performed for this exploration, relatively shallow
excavations at this site will extend through moderate consistency soils. Our experience
indicates that these materials can be excavated by routine earth -moving equipment. That is,
a moderately heavy front-end loader should be able to excavate these materials basically
unassisted. Local excavations for shallow utility trenches within natural soils can likely be
accomplished by a conventional backhoe.
Excavations may encounter water at shallow depths. The contractor should determine the
moist efficient means necessary in order to deal with the possibility of sloughing and caving
of excavation side -walls.
Confined space and excavation safety must be evaluated on a case -by -case basis. The
contractor should be responsible for all site safety, including the determination of
appropriate trench safety measures according to OSHA guidelines.
Fill Placement and Compaction
Where structural fill is required, we recommend that clean, slightly silty, or slightly clayey
sand having a USCS classification of SP, SP-SM, or SP-SC be used. The moisture content
of the fill should be maintained within three percent of the optimum moisture content. The
fill soil should be placed in 8 to 10-inch thick lifts and should -be compacted to at least 98
percent of the standard Proctor maximum dry density (ASTM D-698). The compaction in
the upper 12 inches of subgrade in the pavement areas should be increased to at least 100
percent of the standard Proctor maximum dry density. To confirm that the specified degree
of compaction is being obtained, field density testing should be performed in each fill lift by
a soils technician.
Suitability of On -Site Materials for Fill
On -site sands with USCS classifications of SP, SP-SM or SP-SC should be suitable for
reuse as structural fill in areas provided that the moisture content is properly controlled
during placement and compaction. Highly plastic soils (plasticity index greater than 30)
were not encountered in our exploration. If encountered, highly plastic soils should not be
placed as structural fill in pavement areas.

Subsurface Exploration Report SWE Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
Off -Site Borrow Materials
Any off -site borrow materials should consist of materials meeting the criteria discussed in
the Fill Placement and Compaction section of this report. Grain size, Atterberg Limits and
Standard Proctor testing of off -site materials should be performed once a borrow site has
been selected. This testing is necessary to confine the borrow soils meet the SP, SP-SM or
SP-SC classification and has sufficient standard Proctor unit weight.
Pavement Design Recommendations
Our pavement design recommendations are based on the provided traffic loading
conditions, our field and laboratory findings and analysis using AASHTO Guide for Design
of Pavement Structures (1993) design procedures. A California Bearing Ratio (CBR) of 15
percent was used in our design for the on site sandy subgrade soils. If off site borrow is used
it should have a similar soil classification as the on site soils so the above CBR value will
be applicable. Our recommendations for asphalt and full -depth stone are provided in the
following sections.
Asphalt Pavement
Flexible pavement should consist of a surface and/or intermediate course of asphaltic
concrete underlain by crushed aggregate base course (CABC) stone. Our recommended
alternatives for asphalt pavement are provided in the table below.
Material
Alternative ] -(inches)
Alternative 2 inches
Asphalt Concrete Surface Course —
Superpave Type S-12.5C
2 0
4.0*
Asphalt Concrete Intermediate
-Course -SuperpaveType l-19.0C _.,..
3.0
Crushed Aggregate Base Course
(CABC) Stone
0
10.0
`Place in two, 2 inch lifts
All materials and construction methods should conform to the 2006 edition of the NCDOT
"Standard Spec fcations for Roads and Structures. " The crushed aggregate base course
stone should consist of stone meeting the requirements under Section 520, pages 5-10
through 5-15 and Section 1010, pages 10-30 through 10-40. The base course stone should
be compacted to at least 100 percent of the maximum dry density as determined by the
modified Proctor compaction test, AASHTO T-180 as modified by NCDOT. To confirm
that the base course stone has been uniformly compacted and has sufficient thickness, in -
place density tests and thickness measurements should be performed by a qualified soils
technician and the area should be thoroughly proofrolled under his observation.

Subsurface Exploration Report SWE Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
Asphaltic concrete should conform to Section 610, pages 6-27 through 6-51 in the 2006
edition of the NCDOT "Standard Specifications for Roads and Structures. "A tack coat
should be placed between the surface and intermediate asphalt courses. Sufficient testing
and observation should be performed during pavement construction to confirm that the
required thickness, density, and quality requirements of the specifications are obtained.
Although our analysis was based on a 20 year design life, our experience indicates that an
overlay maybe needed in approximately 12 to 15 years due to nornral weathering and aging
of the asphaltic concrete. Also, some areas could require repair in a shorter time period.
Full -Depth Stone
Our recommended alternatives for full -depth stone are provided in the table below.
Material
Alternative 1 inches
Alternative 2 inches
Untreated CABC Stone
18.0*
-
Cement Treated CABC Stone
-
9.0
Cement Treated Subgrade (Soil
Cement)
8.0
*Layer of geogrid (BX 1100 or equivalent) beneath stone
Alternative 1
For alternative 1 we recommend that a layer of geogrid (BXI100 or equivalent) be placed
on top of the soil subgrade with 18 inches of CA13C stone placed above the geogrid. The 18
inches of CABC stone should be placed and compacted in two lifts. The crushed aggregate
base course stone should consist of stone meeting the requirements under Section 520,
pages 5-10 through 5-15 and Section 1010, pages ] 0-30 through 10740, The base course
stone should be compacted to at least 100 percent of the maximum dry density as
determined by the modified Proctor compaction test, AASHTO T-180 as modified by
NCDOT. To confirm that the crushed base course stone has been uniformly compacted and
has sufficient thickness, in -place density tests and thickness measurements should be
performed by a qualified soils technician and the area should be thoroughly proofrolled
under his observation.
Alternative 2
For Alternative 2 we recommend that the final 8 inches of subgrade be cement stabilized.
Cement stabilization should be performed in accordance with Section 542, pages 5-27
through 5-32 in the 2006 edition of the NCDOT "Standard Specifications for Roads and
Structures. " Soils to be stabilized should be free from vegetation, roots, or other
objectionable matter. Stabilization should not be performed when air temperature is below

Subsurface Exploration Report S&ME Project No. 1051-08-012
Camp Leieune Parking Lots -Jacksonville NC February 6 2008
40 degrees Fahrenheit or during the winter months. The cement should not be mixed with
frozen soils or soils that contain frost. The soil and cement should be thoroughly mixed with
a rotary mixer to create a homogeneous blended layer.
A properly designed soil cement mix design is beyond the scope of this report. However, we
anticipate the cement addition rate to be approximately 6 to 10 percent by dry weight of the
soil. This range should be confirmed by a laboratory mix design prior to start of field work.
After cement stabilization is complete, we recommend that 9 inches of cement treated
CABC stone be placed in accordance with Section 540, pages 5-20 through 5-27 in the
2006 edition of the NCDOT "Standard Specifications for Roads and Structures. " A
properly designed cement treated CABC stone mix design is beyond the scope of this
report. However, we anticipate the application rate to be approximately 4 to 6 percent by
dry weight of the CABC stone. This range should be confirmed by a laboratory mix design
prior to start of field work.
The selection of a specialty contractor experienced with cement stabilization of soils and
CABC stone is critical. The selected contractor must have the proper equipment for this
work. A sufficient waiting period must be allowed for hydration and curing of the cement
and soil/stone to occur. The length of time will be influenced by weather conditions,
soil/stone moisture, and other factors and must be determined at time of construction.
QUALIFICATIONS OF REPORT
This report has been prepared in accordance with generally accepted engineering practice
for specific application to this project. Any wetland, environmental, or contaminant
assessment efforts are beyond the scope of this geotechnical exploration; and therefore,
those issues are not addressed in this geotechnical exploration report. The
recommendations contained in this report are based on the applicable standards of our
profession at the time this report was prepared. No other warranty, express or implied, is
made.
Conclusions and recommendations submitted in this report are based, in part, upon the data
obtained from the geotechnical exploration. The nature and extent of variations between
and outside of the borings may not become evident until construction. If variations appear
evident, then it will be necessary to re-evaluate the recommendations of this report. In the
event that any changes in the grades, nature, design, or location of the proposed pavements
are planned, the recommendations contained in this report should be reviewed and modified
or verified in writing. We recommend that our firm be provided the opportunity for general
review of final design specifications to confirm that our recommendations are properly
interpreted and implemented.

SCALE: AS SHOWN
CHECKED BY: JAB S&ME
DRAWN BY: TRP ?
ENGINEERING • TESTING
DATE: JANUARY 2008 ENVIRONMENTAL SERVICES
SQ9T
3s <
HAND AUGER LOCATION PLAN
CAMP LEJEUNE PARKING LOTS
TRUCK COMPANY PARKING LOTS
No. 1051-08— 012
1A
1

SCALE: AS SHOWN
CHECKED BY: JAB
DRANK BY: TRP
DATE: JANUARY 2008
tSmom"E
ENGINEERING - TESTING
ENVIRONMENTAL SERVICES
,147s
HAND AUGER LOCATION PLAN
CAMP LEJEUNE PARKING LOTS
DIVISION MPs PARKING LOTS
CAMP LEJEUNE, NORTH CAROLINA
JOB NO. 1051-08-012
AN

SUMMARY OF HAND AUGER BORING * S&ME
STRATIFICATION
Project Name: Camp Lejcune Parking Lots
Project No. 1051-08-012
DATE
1/16/2008
BUHING
LOCATION
HA-1
- llEPthH.
FEET
0.0 - 1.0
"--'•••"-^�`�
- - �
-_,- SOILDESCRIP.TION
Gray Fine SAND (SP)
vvlla WlC
UEl''I'll :.
(FEET)
0
l-UIIC YI'nCiromClCr KCSISIanCC
ITAMMEIR BLOWS
-
INCREMENT
--
14
ist
6
... ..
2nd.
12
3[d,,:1VERAGE
15
1.0 - 5.0
Tan Fine SAND (SP)
1
6
12
15+
15
2
7
9
10
10
3
10
15
15+
15+
4
12
15
15+
15+
-
D2 at termination of hand m< er boring -
5
15+
15+
Estimated sensonal high water table = 32 inches
1/16/2008
HA-2
0.0 - 0.5
CABC STONE
0
15+
15+
0.5 - 1.0
Brown Fine SAND (SP) with Stone
1
15+
15+
1.0 - 1.5
Black -Gray Fine SAND (SP)
2
8
8
9
9
1.5 - 2.0
Brown Fine SAND (SP)
3
12
13
12
13
2.0 - 4.0
Tan Fine SAND (SP)
4
5
5
6
6
4.0 - 5.0
White Finc SAND (SP)
5
8
8
9
9
Dry at termination oJHA boring; Est. seasonal high water table = 31 inches
1/16/2008
HA-3
0.0 - 0.5
CABC STONE
0
15+
15+
0.5 - 2.5
Brown Fine SAND (SP) with Stone
1
15+
15+
2.5 - 4.0
Tan -Gray Fine SAND (SP)
2
15+
15+
4.0 - 5.0
White Fine SAND SP
3
11
11
12
12
4
12
12
15
14
Dry at termination o hand auger boring
5
11
12
15
14
Estimated seasonal high ranter table = 30. inches
S.TROMCTS2WMS-012 Camp Lcjnlne Pahin82nMGm MRPp 12 Ha Av T i

SUMMARY OF HAND AUGER BORING *SME
STRATIFICATION
Project Name: Camp Lejeane Parking Lots
Project No. 1051-08-012
DATE
1/16/2008
BORING
LOCATION
HA-4
DEI''CH
FEET
0.0 - 0.3
SOIL DESCRIPTION _
TOPSOIUGrass
u namtn
_
DEPPtI
(FEES
0
one Penetrometer Resistance
ILAMDIER�BLO\VS
INCREMENT
AVERAGE
- 1st
2nd
3rd :
0.3 - 1.5
1.5 - 1.7
1.7 - 2.5
Gray -Brown Fine SAND (SP)
Brick Deliris
Brown Fine SAND (SP)
1
2
3
15+
15+
15+
15+
15+
15+
2.5 - 5.0
White Fine SAND (SP)
4
15+
15+
D2 at termination of hand au er boring
5
13
1 I
9
10
Estimated seasonal high water table = 19 inches
1/16/2008
HA-5
0.0-0.3
TOPSOIL/Grass
0
0.3 - 1.5
Gray Fine SAND (SP)
1
10
12
12
12
1.5 - 5.0
Tan Fine SAND(SP)
2 -
7
5
6
6
3
9
10
10
10
4
8
9
10
10
mDry at termination of hand auger boring
5
10
1 10
11
11
C•,.4imated seasonal high water table = 13 inches
1/16/2008
HA-6
0.0 - 0.4
TOPSOIL/Grass
0
0.4 - 5.0
Tan Fine SAND (SP)
1
8
13
10
12
2
7
9
8
9
3
8
9
12
11
4
9
13
15+
14
D al termination of hand auger boring
5
15+
15+
Fstimated seasonal high water table = 20 inches
s VROIECrS WrAR.012a� Ldrn C FAQ+ gwWGc [c %Rcpe 12 Hm cocan

SUMMARY OF HAND AUGER BORING
STRATI CIr ATTrtl
Project Name:
Project No.
Camp Lejeune Parking Lots
1051-08-012
DATE
BORING
LOCATION
llEl''['H
FEET
----------��-^���••
SOI DESCRIPTION
L uuuuc
DEPTH
(FEET).
i.une C enmrumerer t<esistance
HAMMERBLOWS
INCREMENT
AVERAGE
_ 1st
2nd..
3rd
1/16/2008
HA-7
0.0 - 0.3
TOPSOIL/Grass
0
,.,
0.3 - 1.5
Tan Fine SAND (SP)
1
13
13
12
13
1.5 - 4.0
Brown -Tan Slightly Clayey Medium to Fine SAND (SP-SC)
2
6
6
5
6
4.0 - 5.0
Brown -Tan Clayey Medium to Fine SAND SC)
3
7
7
6
7
4
9
10
9
10
Dry at termination of hand au er boring
5
9
9
10
10
Estimated seasonal high water table = 27 inches
1/16/2008
HA-8
0.0 - 0.3
TOPSOIL
0
0.3 - L5
Gray Fine SAND (SP)
1
9
13
15+
14
1.5 - 2.5
Black Silty Fine SAND (SP) with Organics
2
6
7
6
7
2.5 - 5.0
Gray Slightly Clayey Medium to Fine SAND (SP-SC) with Trace Organics
3
3
3
3
3
4
6
11
14
13
Dry at termination of hand auger boring
5
6
9
13
11
Estimated seasonal high water table = 12 inches
1/16/2008
HA-9
0.0 - 0.3
TOPSOIL
0
0.3 - 1.25
Black -Gray Slightly Silty Fine SAND SP-SM)
1
5
1 5
5
5
1.25 - 4.0
Gray Slightly Clayey Medium to Fine SAND SP-SC
2
8
12
12
12
3
15+
15+
Dry at termination of hand auger boring
4
15+
15+
Estimated seasonal high u ater table = 9 inches
SIPROME IWTM.013 Cm LCIMPC P9�uk�VRepor 12 naM Auk nl

SUMMARY OF HAND AUGER BORING
r
i2G& -I -T, 17
STRATIFICATION
Project Name: Camp Lejeune Parking Lots
Project No. 1051-08-012
DATE
BORING
LOCATION
ll6P"FtI
FEET
-
SOIL "DESCRIPTION
1r nnuua
_
UEP'1'Ii
(F1 G1�
i.une renciromcrer KCSisrance
IIAMMER BLOWS
MEN
INCRE'r
AVERAGE
1st_
lad,
3rt1,
1/16/2008
HA-10
0.0 - 0.3
TOPSOIL
0
0.3 - 1.0
Gray Fine SAND (SP)
1
7
9
11
10
1.0 - 2.5
Black -Gray Slightly Silty Fine SAND SP-SM)
2
9
9
9
9
2.5 - 5.0
Gray Fine SAND SP
3
11
it
9
10
4
Il
12
15+
14
Dry at termination of boring
5
9
10
12
11
Estimared seasonal high water table = 30 inches
1/16/2008
HA-11
0.0 - 0.3
TOPSOIUGrass
0
-
0.3 - 2.0
Brown -Tan Slightly Clayey Medium to Fine SAND SP-SC
1
4
6
5
6
2.0 - 5.0
Tan Medium to Fine SAND (SP)
2
10
15+
15+
3
15+
15+
4
l5+
15+
Dry at Icmunation o borin
5
15+
15+
Estimated seasonal high water table = 20 inches
1/16/2008
HA-12
0"0 - 0.5
TOPSOIL/Grass
0
0"5 - L5
Tan Fine SAND (SP)
1
6
7
8
8
1.5 - 2"5
Bro«•n Cla ey Medium to Fine SAND (SC)
2
8
9
10
10
2.5 - 4.5
White Fine SAND SP
3
15+
15+
4.5 - 5"0
Tan Fine SAND (SP)
4
15+
Is+
Dry at termination o borin
5
15+
15+
Estimated seasonal high water table = 7 inches
g.NRNLLT$\�0p910g"013 Camp Ujmne Parking InSK:mrceElQegM911 HEM Angv T61

Particle Size Analysis of Soils
S&DIE Project #:
Project Name:
Client Name:
Client Address:
ASTM D 422
1051-08-012
Camp Lejeune Parking Lot
Dewberry & Davis
Report Date: 01 /23/2008
Test Date(s): 01/15 - 01/21/2008
C• • e 1 11:
C�I■■
C■
�C.=....
6■■..Ion
.
IN
��■■■
C�
I■....
�
■.0
C..IN
��■.■G��
■...
Ilii■.■
■
�s
..■■INN
IN
�1
■
��1C■.■.
...
....
CINN
C I
9
IN
E.9
t
INS
_,_■..
■..■
�,
■....
,■�..�
,,,...■
��,
..
"�
lion■■
Ilion
In
IN
■■���i
I. t
II e
I,
ft ..III
....
I.
II e
.:.
Maximum Particle Size
#4
Gravel
0%
Medium Sand
3%
Silt & Clay (% Passing #200)
10.0%
Coarse Sand
0%
Pine Sand
87%
Apparent Relative Density
2.663
Moisture Content
9.9%
Organic Content
ND
Liquid Limit
19
Plastic Limit
0
Plastic Index
NP
ND=Not determined
Description of Sand & Gravel
Rounded ❑ Angular ❑ }lard & Durable ❑ Soft ❑ Weathered & Friable ❑
References: ASTM D 422: Particle Size Analysis of Soils Hyd,onic er ponion of lest method no( utilized.
ASTM D 421: Dry Preparation of Soil IS ASTM D 854: Specific Gravity of Soils
ASTM D 4318: Liquid Limit, Plastic Limit, & Plastic Index of Soils
ASTM D 2487: Classification of Soils far Engineering Proposes (Unified Soil Classification System)
Technical Responsibility: Mal Kraian
Sigrvuure
Laboratory Manager
v.,em„
S&ME,INC. 3201 Spring Forest Road, Raleigh, NC. 27616 Classification IIA-4 1-15.2008

Liquid Limit, Plastic Limit, and Plastic Index
Project #: 1051-08-012 Report Date:
Project Name: Camp Lejeune Parking Lot Test Date(s):
Client Name: Dewberry & Davis
01/23/2008
01115-01/21/2008
Client Address:
Boring #: HA-4 Sample #: BAG Sample Date: 01/15/2008
Location: Project Site Offset: NA Depth (ft): 0 - 1 ft.
Sample Description: Tan Gray SAND (NP)
Pan #
Liquid Limit
Plastic Limit
Test #
1
2
3
4
5
6
1
2
3
Tare #
13
A
Tare Weight
13.06
B
Wet Soil Weight +A
25.45
C
Dry Soil Weight +A
23.50
D
Water Weight (B-C)
1.95
E
Dry Soil Weight (C-A)
10.44
F
% Moisture Content (D/E)* 100
18.7%
N
# OF DROPS
15
Moisture Contents determined
by ASTM D 2216
LL
LL = F * FACTOR
Ave.
Average
25.0
24.0
23.0
C 22.0
c
V 21.0
20.0
19.0
18.0
17.0
16.0
15.0
One Point Liquid Limit
N
Factor
N
Factor
20
0.974
26
1.005
21
0.979
27
1.009
22
0.985
28
1.014
23
0.990
29
1.018
24
0.995
30
1.022
25
1.000
10 15 20 25 30 35 40 # of Drops 100
Notes: Estimate the % Retained on the #40 Sieve
Special Sampling Methods:
Sample Preparation:
Wet Preparation ❑ Dry Preparation
❑ Air Dried 0
NP, Non -Plastic
❑X
Liquid limit Test:
Multipoint Method O One -point Method
❑
Liquid Limit
19
Classification:
ASTM D 2487 El AASHTO M 145
❑
Plastic Limit
0
Liquid limit Test:
ASTM D 4318 © AASHTO T 89
❑
Plastic Index
NP
Plastic limit Test:
ASTM D 4318 El AASHTO T 90
❑
Group Symbol
Technician Name:
Johnathan Lewis
Cmif,.awo N
Technical Responsibility:
Mal Kraian
Laboratory Manager
Signnmre
Ymirwn
S&ME, INC. 3201 Spring Forest Road, Raleigh, NC. 27616 Classification HA41-15-2008

Particle Size Analysis of Soils
ASTM D 422
— S&Ml Project #:
Project Name:
Client Name:
Client Address:
1051-08-012
Camp Lejeune Parking Lot
Dewberry & Davis
Report Date: 01/23/2008
Test Date(s): 01115 - 01/21/2008
;� 1 •.PIRK11: INNIS
MINE
IN
11111
IN
IN
Ci■in
■:a
C
:
IN
In..
�..:IN,....
E
as
��■■■a
.
IN
.
.
II�i
11 I I I I
,.
11 100
..
.. t . t
ttt
IN
. t
.:.
t,
Maximum Particle Size
3/8"
Gravel
1%
Medium Sand
1%
Silt & Clay (% Passing #200)
14.3%
Coarse Sand
0%
Fine Sand
84%
Apparent Relative Density
2.663
Moisture Content
14.1%
Organic Content
ND
Liquid Limit
18
Plastic Limit
0
Plastic Index
NP
ND=Not determined
Description of Sand & Gravel
Rounded ❑ Angular ❑ Hard & Durable ❑ Soft ❑ Weathered & Friable ❑
References: ASTM D 422: Particle Size Analysis of Soils Hydrometer portion of test method not utilized.
ASTM D 421: Dry Preparation of Soil Samples ASTM D 854: Specific Gravity of Soils
ASTM D 4318: Liquid Limit, Plastic Limit, & Plastic Index of Soils
ASTM D 2487: Classification of Soils for Engineering Purposes (Unified Soil Classification System)
Technical Responsibility: Mal Kraian
Laboratory Manager
Pmi.iw,
S&ME,►NC. 3201 Spring Forest Road, Raleigh, NC. 27616 Classification nA-10 1-15-2008

Liquid Limit, Plastic Limit, and Plastic Index
Project #: 1051-08-012 Report Date: 01/23/2008
Project Name: Camp Lejeune Parking Lot Test Date(s): 01/15 - 01/21/2008
Client Name: Dewberry & Davis
Client Address:
Boring #: HA-10 Sample #: BAG Sample Date: 01/15/2008
Location: Project Site Offset: NA Depth (ft): 0 - 1 ft.
Sample Description: Gray Silty SAND (NP)
Pan #
Liquid Limit
Plastic Limit
Test #
1
2
3
4
5
6
1
2
3
Tare #
11
A
Tare Weight
13.02
B
Wet Soil Weight +A
23.41
C
I Dry Soil Weight +A
21.85
D
Water Weight (B-C)
1.56
E
Dry Soil Weight (C-A)
8.83
F
%Moisture Content (D/E)*100
17.7%
N
# OF DROPS
14
Moisture Contents determined
by ASTM D 2216
LL
LL = F * FACTOR
Ave.
Average
25.0
24.0
23.0
22.0
v 21.0
20.0
0 19.0
18.0
17.0 -
16.0 -
150-
10 15 20 25 30 35 40 of Drops 100
One Point Liquid Limit
N
Factor
N
Factor
20
0.974
26
1.005
21
0.979
27
1.009
22
0.985
28
1.014
23
0.990
29
1.018
24
0.995
30
1.022
25
1.000
Notes: Estimate the %Retained on the #40 Sieve
Special Sampling Methods:
Sample Preparation:
Wet Preparation
❑
Dry Preparation
O Air Dried 0
NP, Non -Plastic
1]
Liquid limit Test:
Multipoint Method
El
One -point Method
❑
Liquid Limit
18
Classification:
ASTM D 2487
❑x
AASHTO M 145
❑
Plastic Limit
0
Liquid limit Test:
ASTM D 4318
O
AASHTO T 89
❑
Plastic Index
NP
Plastic limit Test:
ASTM D 4318
O
AASHTO T 90
❑
Group Symbol
Technician Name:
Johnathan Lewis
corifi�naoa a
Technical Responsibility: Mal Kraian
srg„.,.,
Laboratory Manager
P.xX.r
S&ME, INC. 3201 Spring Forest Road, Raleigh, NC. 27616 Classification HA-10 1-15-2008

Moisture - Density Report JI&ME
S&ME Project #: 1051-08-012 Report Date: January 23, 2008
Project Name: Camp Lejeune Parking Lot Test Date(s): 01115 - 01/21/2008
Client Name: Dewberry & Davis
Client Address:
Boring #: HA-4 & HA-10 Sample #: BAG Sample Date: January 15, 2008
Location: Project Site Offset: N/A Depth (ft): N/A
Sample Description: Tan -Gray Silty SAND (NP)
Maximum Dry Density 108.9 PCF, Optimum Moisture Content 12.6 %
ASTM D 698 Method A
ONE
ICE
IN
NEON
PEW
IN
00
IN
ME
ML
Elm
No
Curve
Soil Properties
Natural Moisture 13.1%
Content:
Liquid Limit: ND
Plastic Limit: ND
Plastic Index: ND
Specific Gravity: 2.663
% Passing
#4 100.0
Oversize Fraction
Bulk Sp. Gravity
% Moisture
Oversize Fraction
AIDD
Opt. MC
tion (ASTM D 4718)
Sieve Size used to separate the Oversize Fraction: #4 Sieve 17 318 inch Sieve ❑ 3/4 inch Sieve ❑
Mechanical Hammer ❑ Manual Flammer O Moist Preparation ❑ Dry Preparation ❑
References: ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard Effort
ASTM D 2216: Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D 422: Particle Size Analysis of Soils ASTM D 854: Specific Gravity of Soils
ND=Not Determined
Technical Responsibility: Mal Kraian Laboratory Manager
SiRnarnre rednoo
S&ME,INC. 3201 Spring Forest Road, Raleigh, NC. 27616 Proctor Combined HA4 & HA-10 1-15-2008

CBR (California Bearing Ratio) of Laboratory Compacted Soil C'
ASTM D 1883
Project #: 1051-08-012 Report Date: 01/23/2008
Project Name: Camp Lejeune Parking Lot Test Date(s): 01115 - 01/21/2008
Client Name: Dewberry & Davis
Client Address:
#: HA-4 & 14A-10
#: BAG
e Date: 01/15/2008
Location: Project Site Offset: N/A Depth (ft): 0 - 1 ft.
Sample Description: Tan -Gray Silty SAND (NP)
ASTM D 698 Merhod A Maximum Dry Density (PCF): 108.9 Optimum Moisture Content: 12.6%
Compaction Test performed on the Fine Fraction only
% Retained on the 3/4" sieve: 0.0%
Uncorrected CBR Values
Corrected CBR Values
CBR of 0!1 in.. 1'A.4' '
CBR at 0.2 in.,', 19.9
CBR at-OJ in... 21.8
CBR at 0.2 in. 29.0
550.0
560.0
450.0
` 400.0>-
--
Corrected value at.2"
'.300.0.--
--
250.0
- -
Value at.]"-
-----_
_
—Corrected
—
-----'a
200.0 -
100.0
--
------
-T
--
_
0.6
,.,: ..... ,:.0.00 .�0.10'... .,.,. .;.....: :...0.20 ..;. .. -.0.30 ...:
Strain ( inches )
.
CBR Sample Preparation:
Grading was in accordance with the above method and compacted using the 6" diameter CBR mold.
Before Soaking After Soaking
Compactive Effort (Blows per Layer)
45
Final Dry Density (PCF)
104.5
Initial Dry Density (PCF)
107.0
Average Final Moisture Content
15.3%
Moisture Content of the Compacted Specimen
12.7%
Moisture Content (top I" after soaking)
14.5%
Percent Compaction
98.2%
Percent Swell
0.0%
Soak Time: 96 Surcharge Weight 10.0 Surcharge Wt. per sq. Ft. 50.9
Liquid Limit ND Plastic Index ND Apparent Relative Density 2.663
References: ASTM D 1883: CBR (California Bearing Ratio) of Laboratory -Compacted Soil; ASTM D 4318: Liquid Limit, Plastic Limit, & Plastic Index of Soils
ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard Effort ASTM D 422: Particle Size Analysis of Soils
ASTM D 2216: Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
Technical Responsibility:
Mal Kraian
ND=Not Determined
Laboratory Manager
PmF'.'
S&ME, Inc. 3201 Spring Forest Road, Raleigh, NC. 27616CBR Combined HA4 & HA-10 1-15-2008

Date: 1/162008
Location: HA-6
Horizon: E
Client: p
Project Name:
Project 1051-08-012
Ksat = CQ/(2PiH)
C = Binh"' (IUr) - [(r/H)' + 11"' + r/H
S&ME
"IN -SITU" CONSTANT HEAD PERMEAMETER
Hole Depth: 0.58 Feet
Ilole Radius (r):
0.08
Feet
Rabble Tube to Surface:
0.30
Feet
eference Tube to Hole Bottom
OM
Feet
Water De th in Hole
0.50
Feet
CHT Tubes) Se(Rng Qry):
0.38
Feet
Chamber Used; 1 0.11 1 V FI
Initial Water In Hole: 0.50 Feet
Final Water In Hole: 0.50 Feet
Binh"' = inverse hyperbolic sin of a number
H = Height of water in hole (cm)
r = radius of hole (cm)
Q = Constant Flow Rate (Gal/day)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
Drop in Water Column
r= 0.09 ft
Time
(ft)
(era)
H = 0.50 ft
1
0.123`73
2
0.123�W`/�
3y)I�S
C — 1.65
3
0.131
�7a P} 14 OC
Q= 149.79 Gallons/Day
4
0.131
("X')I 4.0c
5
0.123
6
0.123
73
7
0.123
e4��a3'.7S
8
0.123£'-3`1S
9
10
0.123
0.123
s3i7$
Avg.
0.123
Cross Sectional Area = 0.11 fta
Length of Drop in Water Column= 177.17 ft/day,
K„t= 157.24 Gallons/Day/ft'
Cm/Hour 26.70
Inches/Hour = 10.51
Feet/Day 21.02
Note: Ksat calculations are based on average drop in Water Column (it) after equilibrium is reached.
aasarm�rccusv
lime (min) = 1
S
0.02
0.11
Po,,,d try: 5&ME, Inc.
Pant Manan Pagc 2 I iMM7

Date: 1/162008
Location: I-A-10
Horizon: Bh
Client:
Project Name:
Project#: 1051-08-012
S&ME
"IN -SITU" CONSTANT HEAD PERMEAMETER
Hole Depth:
1.50
Feet
Hole Radius (r):
0.08
Feet
Robbie Tube to Surface:
0.30
Feet
Reference Tube to Hole Bottom
1.80
Feet
Water Depth in Hole ):
0,50
Feet
CHT Tube(s) Setting (hl):
1.30
Feet
Chamher Used: 0.11 ptr
Ksat=CQ/(2PiHs) Initial Water in Hole: 0.50 Feet
Final Water in Hole: 0.50 Feet
C =Binh-t (11/r) -- ((r/FI)' + ilia + r/H
sinh-t = inverse hyperbolic sin of a number
H = Height of water in hole (cm)
r = radius of hole (cm)
Q = Constant Flow Rate (Gal/day)
- Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
Drop in Water Column
r= 0.08 ft
Time
(ft)
H= 0.50 ft
6
0.016
7
0 016o-}
C= 1.65
Q= 19.97 Gallons/Day
8
9
0016
0016
j. �a{
11
OO16
12
0016
�(
13
0016'4v
14
0016
C
15
0016
i
Avg.
0.016
Cross Sectional Area= 0.11 ftr
Length of Drop in Water Column = 23.62 May
K„r= 20.96 Gallons/Day/fe
Cm/Hour 3.56
Inches/Hour1.40
Feet(Day 2.80
Note: Ksnt calculations are bused on average drop in Water Column (R) after equilibrium is reached.
mnatn u-heed
Time(min)= 1
6
PM.p by: SAME, Inc.
Paul Mamu
Page 111Nar/

Marine Corps Base Camp Lejeune
Infantry BN Company Interim Facilities
Stormwater Permit Package
Stormwater Narrative
July 28, 2008
Prepared For:
Marine Corps Base Camp Lejeune
Camp Lejeune, NC
Prepared By:
Dewberry & Davis, Inc.
2301 Rexwoods Drive
Suite 200
Raleigh, NC 27607

DEPTH -DURATION -FREQUENCY TABLE
LOCATION: Sneads Ferry, North Carolina
Source: Intensities and depth taken from NOAA Atlas 14 Vol2, Version2, SNEADS FERRY, NORTH CAROLINA (31-8037) 34.55 N 77.4 W 49 feet
Precipitation Frequency Estimates inches
ARI•
(years)
5
min
10
min
15
min
30
min
60
min
120
min
3
hr
6
hr
12
hr
24
hr
1
0.49
0.79
0.99
1.35
1.69
2.06
2.23
2.72
3.21
3.68
2
0.59
0.94
1.18
1.63
2.04
2.52
2.72
3.31
3.91
4.48
5
0.69
1.1
1.39
1.97
2.53
3.2
3.47
4.25
5.04
5.79
10
0.77
1.22
1.55
2.24
2.92
3.77
4.12
5.04
6.01
6.91
25
0.87
1.38
1.75
2.59
3.45
4.57
5.05
6.2
7.44
8.56
50
0.94
1.5
1.9
2.86
3.87
5.22
5.85
7.19
8.69
9.98
100
1.02
1.62
2.04
3.13
4.31
5.93
6.71
8.29
10.071
11.56
Precipitation Frequency Estimates inches/ hour
ARI•
(years)
5
min
10
min
15
min
30
min
60
min
120
min
3
I hr
6
hr
12
hr
24
hr
1
5.88
4.74
3.96
2.70
1.69
1.03
0.74
0.45
0.27
0.15
2
7.08
5.64
4.72
3.26
2.04
1.26
0.91
0.55
0.33
0.19
5
8.28
6.60
5.56
3.94
2.53
1.60
1.16
0.71
0.42
0.24
10
9.2a
7.32
6.20
4.48
2.92
1.89
1.37
0.84
0.50
0.29
25
10.44
8.28
7.00
5.18
3.45
2.29
1.68
1.03
0.62
0.36
56
11.28
9.00
7.60
5.72
3.87
2.61
1.95
1.20
0.72
0.42
too
12.24
9.72
8.16
6.26
4.31
2.97
2.24
1.38
0.84
0.48
i1
i
z
�
�
I
r
o
,
\

NUV 1 8 Z008
CAMP LEJEUNE - INFANRTY BN COMPANY INTERIM FACILITIES _
WET POND
Pre-d'evelopmenti`c'onditio'ns':to:Detention Basin',�"s+,?;,,°xM„d,%„yKsy.��y,,r,
Rational C Area ac CN
Grass (Managed, Sandy Soils 0.25 2.86 68
Impervious & Open Water 0.90 1.07 98
Woods (Unmanaged) 0.201 1.07 36
Composite
,=
4.74
in/hr
,=
9.0 cfs
12=
5.64
in/hr
Qs=
10.7 cfs
'Ite=
7.32
in/hr
Q,o=
13.8 cfs
`I25
8.28
in/hr
025=
15.7 cfs
9.72
in/hr
Q,�
18.4 cfs
Po is evelolm'enticondlteniWn loris:to:Deslnf =v,. e,."`1,,„'r,„a-,�„ ;'"` + g3 e
Rational C Area ac CN
Grass (Managed, Sand Soils 0.25 68
A
Impervious & Open Water 0.90 3.38 98
Woods (Unmanaged) 0.20 0 36
1,=
4.74
in/hr
Q"=
16.3
cfs
'12=
5.64
in/hr
Qz=
19.4
cfs
'Ite=
7.32
in/hr
Q,o=
25.2
cfs
'125
8.28
in/hr
Q25=
28.5
cfs
9.72
in/hr
Q,ao=
33.5
cfs
++§Ti;•.xm F:'4i"c4^ ". �yaYt..:. 'l,$.=ca+skw... ,.u"""L".Cw`>c. s+¢K.e'lgn ..-_.. ,
Small.WatershedHydrograpti{ormutafton (Malcom?.;Elements of Urban'.Stormwafer Destgn It�!'.�.ti,%w °� ^�
1 r
2r
10r
25r
100r
P in "'
2.72
3.31
5.04
6.20
8.29
S in
1.33
1.33
1.33
1.33
1.33
Q` in
1.59
2.12
3.74
4.85
6.88
V(ft')
28,881
38,440
67,742
87,943
124,865
t min
21.2
23.7
32.2
37.0
44.7
C:
0.38
Total Area
5.00
ac
Composite CN
67.6
Tc
10.0
min
Composite C:
0.69
Total Area
5.00
ac
Composite CN
88.3
Tc
10
min
Q=CIA
P (in) " -use 6 hr storm event
tp = 43.5Q`AlQp

CAMP LEJEUNE - INFANRTY BN COMPaNY INTERIM FACILITIES
WETPONO
ELEV
AREA
(FT-2)
VOLUME
IPF^3)
ACC,
VOLUME
(FT`3)
S
STARE
z
Ina
In2
Zest
ITT)
135
93e0
0
0
0.00
1/5
13661
11651
11651
1
936310MAJ
0
1,04
IS
16516
7119
19])0
LS
9 8a00018
0<O5a65
151
I6
16663
155N
N359
25
101.627
0916291
2a1
17
18938
1]601
521W
35
10662W6
1'2]W
333
175
2b20
10310
62499
0
It O4291
138629e
3.83
Ifi
263t1
12183
74682
05
If 220991
1504077
440
18.6
276W
16175
90657
51
1l41]03]
1629211
5,12
19
28166
1121A
10207I
55
1153 19
1ID016
560
195
295R
1.509
11C 80
6
11666332
1791759
621
20
306P1
062
131.21
65
11787UI
1 871111
682
B• 1.H
Kee 11029.)1
STAGE
ELEV
PRED.
STORAGE
ACNK
STORAGE
0
135
0
0
I
tls
11030
IS
15
18620
25
16
36016
35
O
55617
1
I]5
66085
15
18
76913
H746682
5.1
186
90112
55
19
99205
6
195
111563
t23]13
ACC.
ELEV
AREA
VOLUME
VOLUME
(FT-2)
("'3)
IFT'31
S
14.5
3226
0
15
3523
1100
1I00
16
1190
3882
5582
17
4967
4579
10160
17.5
S05
2269
12929
Determine AVen9e DePM W Pememenl POW to use In SNDAtaEN
Olmon t: M.- V__../A �„yy
O - 2.8
O91m 2: cl.' 1035'(talq•,,,,,/A,,,,,yml)I'Il�weh.P„V2)'ID¢pwA„w))
C.,' 3.1
Use larger W aw Mpfuns for SNDh taut.
Required Sual Neal o1 Wet Pond to h. 90%T55
en9erWm Cmer(%)- 6715
d I51= 3
SAIDA= 8.1 %
OA fee) 5DO
SAI9e)= 0.40
Saran' ITBU
$A(a,) 0.0
Mual Sudap Arta of Wet Pond
Permanent PoolM elaMUn(A. MSL)= 17.5
SaI 22429
9A(.a)- 0.51
sbce Me MNal wnace area 6 greater than me Mural Maws area, Me
Permanent pcol MI promer 90N6 9alwtent NNMI eN[ency
Oeterromm U FareWy M 20%0l Wet Pend Volume
Actual Volume of Wet Pond (d)= 62.99 he Meson. wM POM Meagan ITS)
RMue. Volume of Farrow ldl• 12503
AWy Voume of Forsaae ldl= 12929 IMme nog ntlWe plume in SMmmts ,.a Maw
Fareoay6 Wlumea 291% 0 me rout oeimanem pool wlume
Water Duanly Volume required for temporary Paul for 1.5 Meh.Tunotl Peracr.
Rr(W! )= 005`091= 069
II%y, DA„�DA- 6745
Vol. let= 3630-Rd-RYDA• 1]II)5
Val. I.c-nl= 041
adual Water Dualdy Volume A..Irl of Temporary Pool
T"Mana, Peal Drawn (11= I,1
ElNalmi of TemWgary P.1• 1116
Volume aralMme mnemter., goof ldl- 28357
Vol. Mon) = 0.65
Snce me apuN wwme aWlame Is grealm Iaan me rot ared wiume.me
IHnearary total will terrarium 15 i.&raf of runoff per ane.
Storage required far Lyq 24-0r Aomr adenuation
Volume IM- 11357
Volume lacfll021
NOV 1 9 2008

NUv 1 � 7008
CAMP LEJEUNE - INFANRTY BN COMPANY INTERIM FACILITIES
WET POND
Diameter of
orifice=
2.5 in.
Centroid of orifice
elevation=
17.60 ft.
Elev. of Bottom of
Temp. Pool =
17.5 ft.
Elev. of Top of
Temp. Pool =
18.6 ft.
Flow Rate = CdA (2gHo)o.5
Cd = 0.600
A = Pi-r, sf
g= 32.200 ft/seC2
Ho = driving head measured from centroid to water surface. Use ho/3
Flow Rate = 0.095 cfs
Volume = 28357 cf (volume available in temporary pool)
Time to Remove
Temp. Pool = 3.47 days (using volume available in temporary pool)
Volume = 17875 cf (volume required for 1.5 inches of runoff per acre)
Time to Remove
Temp. Pool = 2.19 days (using volume required for 1.5 inches of runoff per acre)
Check calculation using equation from North Carolina Erosion and Sediment
Control Planning and Design Manual
A. = (As"(21h)0s)/(T'Cd-20248)
SA =
17629 sf (required surface area for 1.5 inches of runoff per acre)
h=
1.1 ft
Diameter =
2.5 in
Time =
63 hrs
Time =
2.61 days
Since all methods yield a drawdown time between 2 and 5 days, a 2.5 inch orifice will work

INFLOW HYDROGRAPH DATA
Peak Flow, Qp= 16.3 cfs
Time to Peak, Tp= 21.2 min
Time Step = 4.0 min
BASIN DATA
Ks=
11030
b =
1.29
Invert of Pond =
13.50 (ft.)
Perm Pool Elev =
17.50 (ft.)
Temp Pool Elev =
18.60 (ft.)
Top of bens =
20.00 (ft.)
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPOND
1-YEAR STOM EVENT
RISER7BARREUSPILLWAY REQUIREMENTS
PRIMARY RISER
Riser diam.
36 (in.)
Riser invert elev.
18.60 (ft.)
Cw riser
3.33
Cd riser
0.60
PRIMARY BARREL
Barrel diam.
24 (in.)
Barrel invert elev.
14.00 (ft.)
Cd barrel
0.60
EMERGENCY SPILLWAY
Weir length 20.00 (ft.)
Weir crest elev. 19.50 Ift.)
Cw weir 3.00
NUV 1 9 2008
Drawdown Orifice
Orifice diam. 2.5 (in)
Orifice inv elev. 17.50 If,)
Cd orifice D.60
Water Qualfry Volume require(
W875(cf)
Storage Volume provided
28357 (co
Time to begin
8 (min)
Time to end
4704 (min)
Omwdown Time
3.26 (days)
OUTFLOW HYDROGRAPH
Peak flow=
1
1.2 cfs
Time to peak =
68 min
Maximum pond elevation =
18.70 MSL
1-yr, 24-hr Pre -Construction Q
9.0 cfs
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
0.0
66085
17.50
0.00
0.00
23.92
0.00
0.00
0.00
0.00
4
1.4
66085
17.50
0.00
0,00
23.92
0.00
0.00
0.00
0.00
8
5.1
66420
17.52
0.00
0.00
23.99
0.00
0.02
0.00
0.02
12
9.81
67637
1 17.57
0.00
O.001
24.26
0.00
0.04
0.001
0.04
16
14.0
69988
17.68
0.00
oml
24.77
0.00
0.07
0.001
0.07
20
16.2
73336
17.84
0,00
0.00
25.47
0.00
0,10
0.00
0.10
24
15.6
77199
18.01
0.00
0,00
26.25
0.00
0.12
0.00
0.12
28
12.7
80923
18.18
0.00
0,00
26.97
0.00
0.14
0.00
0.14
32
10.0
83945
18.31
0.00
0.00
27.54
0.00
0.15
0.00
0.15
36
7.8
86299
18.42
0.00
0.00
27.97
0.00
0.16
0,00
0.16
40
6.1
88132
18.50
OAO
0.00
28.29
0.00
0.16
0,00
0.16
44
4.8
89556
18.56
0.00
0.00
28.55
0.00
0A7
0.00
0.17
48
3.7
90660
16.61
0.03
3.32
28.74
0.03
0.17
0.00
0.20
52
2.9
91508
18.65
0.31
7.34
28.89
0.31
0,18
0.00
0.49
56
2.3
92091
18.67
0.601
9.13
28.99
OZOI
0,18
0.00
0.78
60
1.8
92452
18.69
0,811
10.07
29,05
0.81
0,18
0.001
0.99
64
1.4
92643
18.70
0.93
10,54
29.08
0.93
0,18
0.00
1.11
68
1.1
92713
18.70
0.98
10.70
29.09
0.98
0.18
0.00
1.16
72
0.9
92698
18.70
0.97
40.67
29.09
0,97
0.18
0.00
1.75
76
0.7
92629
18.70
0.92
10.50
29.08
0.92
0.18
0.00
1.10
80
0.5
92525
18.69
0,86
10,25
29.06
0.86
0.18
0,00
1.04
84
0.4
92402
18.69
0.78
9,95
29,04
0.78
0.18
0.00
0.96
88
0.3
92270
18.68
0.71
9,61
29.02
0,71
0,18
0.00
0.88
92
0.3
92135
18.67
0.63
9.25
28,99
0,63
0.18
0.00
0.81
96
0.2
92002
18.67
0.56
8.B7
28.97
0.56
0.18
0,00
0.73
100
0.2
91873 1
18.66
0.49
8,50
28.95
0.491
0.18
0,00
0.67
104
0.1
9175091634
18.66
0.43
8.13
28.93
0.43
0.18
0.00
0.60
108
0.1
18.65
0.37
7,76
28.91
037
0.18
0.00
0.55
112
0.1
91525
18.65
0.32
7.40
28.89
0,32
0,18
0.00
0.50
116
0.1
91423
18.64
0.28
7,04
28,87
0.28
0,18
0.00
0.45
120
0.0
91328
18.64
0.24
6.69
28,85
0.24
0.18
0.00
0.41
124
0.0
91240
18.63
0.20
6,35
28.84
0.20
0.17
0.00
0.38
128
0.0
91157
18.63
0.17
6.01
28.83
0.17
0.17
0.00
0.35
132
0.0
91081
18.63
0.15
5.68
28.81
0.15
0.17
0,001
0.32
136
0.0
91009
18.62
0.12
5,35
28.80
0,12
0.17
0,00
0.30
140
0.0
90942
18.62
0.10
5.03
28.79
0.10
0.17
0.00
0.28
144
0.0
90879
18.62
0.08
4.70
28.78
0,08
0.17
0.00
0.26
148
0.0
90820
18.62
0.07
4.37
28,77
0.07
0.17
0.00
0.24
152
0.0
10764
18.61
0.05
4.04
28,76
0.05
0.17
0.00
0.23
156
0.0
90712
18.61
0.04
3,69
28.75
0.04
0.17
0.00
0.21
160
0.0
90662
18.61
0,03
3,34
28.74
0,03
0.17
0.00
0.20
164
0.0
90614
18.61
0,02
2,95
28.73
0,02
0.17
0.00
0.19
168
0.0
90568 1
18.61 1
0,01
2.53
28.72
0,01
0.17
0.00
0.19
172
0.0
90524
18.60 1
0.01
2.05
28.72
0.01
0.17
0.00
0.18
176
0.0
90432
18.60
0.00
1.43
28.71
0.00
0.17
0.00
0.17
180
0.0
90440
18.60
0.00
0,00
28.70
0.00
0.17
0.00
0.17
184
0.0
90399
18.60
0.00
0,00
28.69
0.00
0.17
0.00
0.17
188
0.0
90358
18.60
0,00
0.00
28.69
0.00
0.17
0,00
0.17
192
0.0
90317
18.59
0,00
0,00
28.60
0 O
0.17
0.00
0.17
196
0.6
9027
118.59
0.00
0.00
28.67
0.00
0.17
0,00
0.17
200
0.0
902]5
18.59
0.00
0.00
28B61
0.001
O.171
0.001
0.17
1 of 17

NUV 1 9 2008
CAMP LEJEUNE
INFANTRY SN INTERIM FACILITIES
WETPOND . _
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
204
0.0
90194
18.59
0.00
0.00
28.66
0.00
0.17
0.00
0.17
208
0.0
90153
18.59
0.00
0.00
28.65
0.00
0.17
0.00
0.17
212
0.0
90112
18.59
0.00
0.00
28.64
ODO
0.17
0.00
6.17
216
0.01
90071
1 18.58
0.00
0.001
28.64
0.00
0.17
0.00
0.17
220
0.0
90030
1 18.58
0.00
0.00
28.63
0.00
0.17
0.00
0.17
224
0.0
89989
18.58
0.00
0.00
28.62
0.00
0.17
0.00
0.17
228
0.0
89948
18.58
0.00
0.00
28.61
0.00
0.17
0.00
0.17
232
0.0
89907
18.58
0.00
0.00
28.61
0.00
0.17
0.00
0.17
236
0.0
89866
18.57
0.00
0.00
28.60
0.00
0.17
0 OOF
0.17
240
0.0
89825
18.57
0.00
0.00
28.59
0.00
OA7
0,001
0.17
244
0.0
89785
18.57
0.00
0.00
28.59
0.00
0.17
0.00
0.17
268
0.0
89744
18.57
0.00
0.00
28.58
0.00
0.17
0.00
0.17
252
0.0
89703
18.57
0.00
0.00
28.57
omj
0.17
0.00
0.17
256
0.0
89662
18.57
0.00
0.00
28.56
0.00
0.17
0.00
0.17
260
0.0
89622
18.56
0.00
0.00
28.56
0.00
0.17
0.00
0.17
264
0.0
89581
1 18.56
0.00
0.00
28.55
0.00
0.17
0.00
0A7
268
0.0
89540
18.56
0.00
0.00
28.54
0.00
0.17
0.00
0.17
272
0.0
89500
1 18.56
0.00
0.00
28.54
0.00
0.17
0.00
0.17
276
0.0
89459
1 18.56
0.00
0.00
28.53
0.00
0.17
0.00
0.17
280
0.0
89419
1 18.56
0.00
0.00
28.52
0.00
0.17
0.00
0.17
284
0.0
89378
1 18.55
0.00
0.00
28.51
0.00
0.17
0.00
0.17
288
0.0
89338
1 18.55
0.00
0.00
28.51
0.00
0.17
0.00
0.17
292
0.0
89298
1 18.55
0.00
0.00
28.50
0.00
0.17
0.00
0.17
296
0.0
89257
18.55
0.00
0.00
28.49
O.001
OA7
0.00
0.17
300
0.0
89217
18.55
0.00
0.00
28.49
0.00
0.17
0.00
0.17
304
0.0
89177
18.54
0.00
0,001
28.48
0.00
0.17
0.00
0.17
308
0.0
89136
18.54
0.00
0.00
28.47
0.00
0.17
0.00
0.17
312
0.0
89096
18.54
0.00
0.00
28A7
0.00
0.17
0.00
0.17
316
0.0
89056
18.54
0.00
0.00
28.46
0.00
0.17
0.00
0.17
320
0.0
89016
18.54
0.00
0.00
28.45
0.00
0.17
0.00
0.17
324
0.0
88976
18.54
0.00
0.00
28A4
0.00
0.17
0.00
0.17
328
1 0.0
88936
18.53
0.00
0.00
28.44
0.00
0.17
0.00
0.17
332
0.0
88895
15.53
1 0.00
0.00
28.43
0.00
0.17
0.00
0.17
336
0.01
88855
15.53
0.00
0.00
28.42
0.00
0.17
0.00
0.17
340
0.0
88815
18.53
0.00
0.00
28.42
0.001
0.17
0.00
0.17
344
0.0
88776
18.53
0.00
0.00
28.41
0.00
0.17
0.00
0.17
348
0.0
88736
18.53
0.001
0,001
28A0
0.00
0.17
0.00
0.17
352
0.0
88696
18.52
0.00
0.00
28.39
0.00
0.17
0.00
0.17
356
0.0
88656
18.52
0.00
0.00
28.39
0.00
0.17
0.00
0.17
360
0.0
88616
18.52
0.00
0.00
28.38
0.00
0.17
0.00
0.17
364
0.0
88576
18.52
0.00
0.00
28.37
0.00
0.17
0.00
0.17
368
0.0
88536
18.52
0.00
0.00
28.37
0.00
0.17
0.00
0.17
372
0.0
85497
18.51
0.00
0.00
28.36
0.00
0.171
0.00
0.17
376
0.0
88457
18.51
0.00
0.00
28.35
0.00
0.17
0.00
0.17
380
0.0
88417
18.51
0.00
0.00
28.35
0.00
0.17
0.00
0.17
384
0.0
88378
18.51
0.00
0.00
28.34
0.00
0.16
0.00
0A6
388
0.0
88338
18.51
0.00
0.00
28.33
0.00
0.16
0.00
0.16
392
0.0
88299
18.51
0.00
0.00
28.32
0.00
0.16
0.00
0.16
396
0.0
88259
18.50
0.00
0.00
28.32
0.00
OA6
0.00
0.16
400
0.0
88220
18.50
0.00
0.00
28.31
0.00
0.16
0.00
0.16
404
0.0
88180
18.50
0.00
0.00
28.30
0.00
0.16
0.00
0.16
408
0.0
881dt
18.50
0.00
0.00
28.30
0.00
0.16
0.00
0.16
412
0.0
88101
18.50
0.00
0.00
28.29
0.00
0.16
0.00
0.16
416
0.0
88062
iH.50
0.00
0.00
28.28
0.00
0.16
0.00
0.16
420
0.0
88023
18.49
0.00
0.00
28.28
0.00
0.16
0.00
0.16
424
0.0
87984
18.49
OAO
0.00
28.27
0.00
0.16
0.00
0.16
428
0.0
87944
18.49
0.00
0.00
28.26
0.00
0.16
0.00
0.16
432
0.0
87905
18.49
0.00
0.00
28.25
0.00
0.16
0.00
0.16
436
0.0
87866
18.49
0.00
0.00
28.25
0.00
0.16
0.00
0.16
440
0.0d877749
18.49
0.00
0.00
28.24
0.00
0.16
0.00
0.16
444
0.0
18.48
0.00
0.00
28.23
0.00
0.16
0.00
0.16
448
0.0
18.48
0.00
0.00
28.23
0.00
0.16
0.00
0.16452
0.0
18.48
0.00
0.00
28.22
0.00
0.16
0.00
0A6456
0.0
18.48
0.00
000
2821
0.00
0.16
0.00
0.16460
0.0
t8.48
0.00
0.00
28.21
0.00
0.16
0.00
046
464
0.0
18.48
0.00
0.00
28.20
000
0.16
0.00
0.16
468
0.0
18.47
0.00
0.00
28.19
0.00
0.16
0.00
0.16
472
0.0
87515
18.47
0.00
0.00
28.18
0.00
0.16
0.00
0.16
476
0.0
87476
18.47
0.00
0.00
28.18
0.00
0.1fi
0.00
0.16
480
0.0
87437
18.47
0.00
0.00
28. 17
0.00
DA6
0.00
0.16
484
0.0
87398
18.47
0.00
0.001
28.16
omj
0.16
0.00
0.16
2o(17

CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES NUV I 9 2008
WETPOND UO
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
`Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cts)
(ft3)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
488
0.0
87360
18.46
0.00
0.00
28,16
0.00
0.16
0.00
0.16
492
0.0
87321
18.46
0.00
0.00
28.15
0.00
0.16
0,00
0.16
496
0.0
87282
18.46
0,00
0.00
28.14
0.00
0.16
0.00
0.16
500
0.0
$7244
18.46
0.001
0,001
28,14
oLool
0.16
0.001
0.16
504
0.0
87205
18.46
0.00
0,00
28.13
0.00
0.16
0,00
0.16
5084j8
87167
18.46
0.00
0.00
28.12
0.00
0.16
0.00
0.16
51287128
18.45
0.00
0.00
28.12
0.00
0.16
0.00
0.16
51687090
18.45
0.00
0.00
28.11
0.00
0.16
0.00
O.t6
52087051
18.45
0.00
0.00
28.10
0.00
0.16
0.00
O.tfi52487013
18.45
0.00
0.00
28.10
0.00
0.16
0.00
O.t6
5286976
18.45
0.00
0.00
28.09
0.00
0.16
000
0.16
53286976
18.45
0.00
0.00
28,08
0.00
0.16
000
0.16
53686898
18.44
0.00
0.00
28.07
0.00
0.16
0.00
0.16
54086859
18.44
0.00
0.00
28.07
000
0.16
5446821
18.44
0.00
0.0000
0.16
5486783
18.4400
0.18
5526745
15.44
0.00
0.00
28.05
0.00
0.16
0.00
0.16
556
0.0
86707
18.41
0.00
0.00
28.04
0.00
0.16
0.00
0.16
560
0.0
86668
18.43
0.00
0.00
28.03
0.00
0.16
0,00
0.16
564
0.0
86630
18.43
0.00
0.00
28.03
0,00
0.16
0,00
0.16
568
0.0
86592
18.43
0.00
0.00
28,02
0,00
0.16
0.00
0.16
572
0.0
86554
18.43
0.00
0.00
28.01
0,00
0.16
0,00
0.16
576
0.0
86516
18.43
0.00
0.00
28.01
0.00
0.16
0.00
0.16
580
0.0
86478
18.43
0.00
0.00
28.00
0.00
0.16
0.00
6.16
584
0.0
86441
18.42
0.00
0.00
27,99
0.00
0.16
0,00
0.16
588
0.0
86403
18.42
0.00
0.00
27.99
0,00
0.16
0.00
0.16
592
0.0
86365
18.42
0.00
0.00
27.98
0,00
.0.16
0.00
0.16
596
0.0
$6327
18.42
0.00
0.00
27.97
0001
0.16
0.00
0.16
600
0.0
86289
11 18.d2
1 0.00
0.00
27.96
0.00
0.16
0.001
0.16
604
0.0
86251
1 18.42
0.00
0.00
27.96
0.00
0.16
0.00
0.16
608
0.0
86216
1 18.41
0.00
0.00
27.95
0.00
0.16
0.00
0.16
612
0.0
86176
1 18.41
0.00
0.00
27.94
0.00
0.16
0.00
0.16
616
0.0
$6138
1 18.41
0.00
0.00
27A4
0.00
0.16
0.00
0.16
620
0.0
86101
1 18.41
0.00
0.00
27.93
0.00
0.16
0.00
0.16
624
0.0
86067
18.41
0.00
0.00
27.92
0.00
0.16
0.00
0.16
628
0.0
86026
18.41
0.00
0.00
27.92
0.00
0.16
0.00
0.16
632
0.0
$5988
18.40
0.00
0,00
27.91
0.00
oA6
0.00
0.16
636
0.0
85951
18.40
0.00
0,00
27.90
0.00
0.16
0.00
0.16
640
0.0
85913
18.40
0.00
0,00
27.90
0.00
0.16
0.00
0.16
544
0.0
85876
18.40
0.00
0.00
27.89
0.00
0.16
0,001
0.16
648
0.0
85839
18.40
0.00
0.00
27,88
0,00
0.16
0,00
0.16
652
0.0
85801
18.40
0.00
0.00
27,88
0,00
0.16
0,00
0.16
656
0.0
85764
18.39 1
0.00
0,00
27.87
0,00
0,16
0.00
0.16
660
0.0
85727
18.39
0.00
0.00
27.86
0.00
0,16
0.00
0.16
664
0.0
85690
18.39
0.00
0.00
27.86
0.00
0.15
0.00
0.1E
668
0.0
85652
18.39
0,00
0.00
27.85
0.00
0.15
0.00
0.15
672
0.0
85615
18.39
0,00
0.001
27.84
Oc0
0,15
0.00
0.15
676
0.0
85578
18.39
0.00
0.001
27.84
0,00
OAS
0.00
0.15
680
0.0M855356
18.38
0.00
0.00
27,83
0.00
0.15
0.00
0.15
684
0.0
18.38
0.00
0.00
27.82
0.00
0.15
0,00
0.15
588
0.0
18.38
0,00
0,00
27.82
0.00
D75
0-00
0.15
692
0.0
18.38
0.00
0.00
27.81
0.00
0.15
0,00
0.15
696
0.0
18.38
0.00
0.00
27.80
0.00
0.15
0.00
0.15
700
0.0
18.38
0.00
0,00
27,80
0.00
0,15
0,00
0.15
704
0.0
18.37
0.00
0.00
2739
0.00
0.15
0,00
0.15
708
0.0
85282
18.37
0,00
0,00
27.78
0.00
0.15
0.00
0.15
712
0.0
85246
18.37
0,00
0.00
27.78
0,00
0,15
0.00
0.15
716
0.0
85209
18.37
0.00
0.00
27.77
0.00
0.15
0.00
0.15
720
0.0
85772
18.37
0.00
0.00
27.76
0.00
0.15
0.00
0.15
724
0.0
85135
18.37
0.00
0,00
27.76
0.00
0,15
0.00
0.15
728
0.0
85099
18.37
0.00
0.00
27.75
0.00
0.15
0,00
0.15
732
0.0
85062
18.36
0.00
0.00
27,74
0.00
0.15
0,00
0.15
736
0.0
85025
18.36
0.00
0.00
27.74
0.00
0.15
0.00
0.15
740
0.0
84989
18.36
000
0.00
27.73
0,00
0.15
0.00
0.15
744
0.0
04952
18.36
0,00
000
27,72
0.00
0,15
0.00
0.15
748
0.0
84916
18.36
0.00
0.00
27,72
0.00
0,15
0.00
0.15
752
0.0
84879
18.36
0.00
0,00
27.71
0.00
0,15
0.00
0.15
756
0.0
84843
18.35
0.00
0.00
27.70
0.06
0.15
0.00
0.15
760
0.0
84806
18.35
0.00
0.00
2770
0.00
0.15
0,00
0.15
764
0.0
84770
18.J5
0.00
0.00
27.69
0.00
0.15
0.00
0.15
768
0.0
84734
18.35
0.00
0.00
27.68
0.00
0.15
0.00
0.15
3 of 17

CAMP LEJEUNE
INFANTRY DN INTERIM FACILITIES
WET POND
1 -YEAR STOM EVENT
NUV 1 2008
i
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(k.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
772
0.0
84697
18.35
0.00
0.00
27.68
0.00
0.15
0.00
0.15
776
0.0
84661
18.35
0.00
0.00
27.67
0.00
0.15
0.00
0.15
780
0.0
84625
18.34
0.00
0.00
27.66
OMO
0.15
0.00
0.15
784
0.0
84589
t8.34
0.00
0.00
27.66
0.00
0.15
0.00
0.15
788
0.01
84553
18.34
1 0,001
0.00
27.65
0.00
0.15
0.00
0.15
792
0.01
84517
18.34
0.00
0.00
27.64
0.00
0.15
0.00
0.15
795
0.0
84480
18.34
0.00
0.00
27.64
0.00
0.15
0.00
0.15
800
0.01
84444
1 18.34
1 Dfol
0.00
27.63
0.00
0.15
0.00
0.15
804
0.01
84408
1 18.33
1 0,001
0.00
27.62
0.00
0.15
0.00
0.15
808
0.01
84372
1 18.33
1 0.00
0.00
27.62
0.00
0.15
0.00
0.15
812
0.0
$4336
18.33
0.Of
0.00
27.61
0.00
0.15
0.00
0.15
876
0.0
84301
18.37
0.00
0.00
27.60
0.00
0.15
0.00
0.15
820
0.0
84255
18.33
0.00
0.00
27.60
0.00
0.15
0.00
0.15
824
0.0
84229
18.33
0.00
0.00
27.59
0.00
0.15
0.00
OA5
828
0.0
84193
18.32
0.00f0.00
27.58
0.00
0.15
0.00
0.15
832
0.0
84157
18.32
1 0.001
0.06
27.58
0.00
0A5
0.00
0.15
836
0.0
84121
18.32
0.00
0.00
27.57
0.00
0.15
0.00
0.15
840
0.0
84016
18.32
0.00
0.00
27.56
0.00
0.15
0.00
0.15
844
0.0
84050
18.32
0.00
0.00
27.56
0.00
0.15
0.00
0.15
848
0.0
84014
18.32
0.01
0001
27.55
0.00
0.15
0.00
0.15
852
001
e3979
18.32
0.00
0.00
27.54
0.00
0.15
0.00
0.15
856
1 0.01
83943
18.31
0.00
0.00
27.54
0.00
0.15
0.00
0.15
860
0.0
83908
18.37
0.00
0.00
27.53
0.00
0.15
0.00
0.15
864
1 0.0
83872
18.31
0.00
0.00
27.52
0.00
0.15
0.00
0.15
868
0.0
83837
18.71
0.00
0.00
27.52
0.00
0.15
0.00
0.15
872
0.0
83801
18.31
0.00
0.00
27.51
0.00
0.15
0.00
0.15
876
0.0
83766I
31
0.00
0.00
27.50
0.00
0.15
0.00
0.15
880
0.0
8373130
0.00
0.00
27.50
0.00
0.15
0 00
0.15
884
0.0
8369530
0.00
0.00
27.49
0.00
0.15
0.00
0.15
888
0.0
8366030
0.00
0.00
27.48
0.00
0.15
0.00
0.15
892
0.0
836250
0.00
0.00
27.48
0.00
0.15
0.00
0.15
896
0.0
835890
0.00
0.00
2747
0.00
0.15
0.00
0.15
900
0.0
835540
0.00
0.00
27.4fi
0.00
0.15
0.00
0.15
904
0.0
8351930
0.00
0.00
27.46
0.00
0.15
0.00
0.15
908
0.0
834849
0.00
0.00
27.45
0.00
0.15
0.00
0.15
912
0.0
834499
0.00
0.00
27, 5
0.00
0.15
0.00
0.15
916
0.0
834149
0.00
0.00
2746
000
DA5
0.00
0.15
920
0.0
833799
0.00
0.00
27.43
0.00
0.15
000
0.15
924
0.0
833449
0.00
0.00
27.63
0.00
0.15
0.00
0.15
928
0.0
833099
Lim
0.00
27.42
0,00
0.15
0.00
0.15
932
0.01
83274
18.28
0.00
0.00
27.41
0.00
0.15
0.00
0.15
936
0.0
83239
18.28
0.00
0.00
27.47
0.00
0.15
0.00
0.75
940
0.0
83204
18.28
0.00
0.00
27.40
0.00
0.15
0.00
0.15
944
0.01
83169 1
18.28
0.00
0.00
27.39
0.00
0.14
0.00
0.14
0.0
83135
18.28
0.00
0.00
27.39
0.00
0.14
0.00
0.14
0.0
83100
18.28
0.00
0.00
27.38
0.00
0.14
0.00
0.14
0.0
83065
18.27
0.00
0.00
27.37
0.00
0.14
0.00
0.14
[j976
0.0
83030
18.27
0.00
0.00
27.37
0.00
0.14
0.00
0.14
0.0
82996
18.27
0.00
0.00
27.36
0.00
0.14
0.00
0.14
0.0
82961
78.27
0.00
0.00
27.35
0.00
0.14
0.00
0.14
0.0
82927
18.27
0.00
0.00
27.35
0.00
0.14
0.00
0.14
0.0
82892
18.27
0.00
0.00
27.34
0.00
0.14
0.00
0.14
980
0.0
82058
18.27
0.00
0.00
27.34
0.00
0.14
0.00
0.14
984
0.0
82823
18.26
0.00
0.00
27.33
0.00
0.14
0.00
0.14
988
0.0
82789
18.26
0.00
0.00
27.32
0.00
0.14
0.00
0.14
992 1
0.0
82754
18.260.00
0.00
27.32
0.00
OA4
0.00
0.14
0.0
82720;5W272
0.00
0.00
27.31
0.00
0.14
0.00
0.14
0.0
82686
0.00
0.00
27.30
0.00
0.14
0.00
0.14
0.0
82651
0.00
0.00
27.30
0.00
0.14
0.00
0.14
0.0
82677
0.00
0.00
27.29
0.00
0.14
0.00
0.14
111020
0.0
82583
0.00
O.DO
27.28
0.00
0.14
0.00
0.14
0.0
82549
0.00
0.00
27.28
0.00
0.14
0.00
0.14
0.0
02574
0.00
0.00
27.27
0000140.00
0.0
824800.00
0.00
27.26
0.00
0.14
0.00
0.10
1028
0.0
824460.00
0.00
27.261032
0.0
824120.00
0.00
27.25
0001
0 141
n nnl
0.10
1036
0.0
823]0
18.26
0.00
0.00
2Z25
0.00
0.14Ejo
1040
0.0
82344
18.2d
0.00
0.00
27.24
0.00
0.14
1044
0.0
82310
18.26
0.00
0.00
27.23
0.00
0.14048
EOO.
0.0
82276
18.24
000
0.00
27.23
0.00
0.14052
0.0
82242
18.24
0.00
0.00
27.22
0.00
0.14
4 of 17

NUv a � M8
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPONO
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(tt.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
1056
0.0
82209
18.24
0.00
0.00
27.21
0.00
0.14
0.00
0.14
1060
0.0
82175
18.24
0.00
0.00
27.21
0,00
0.14
000
0.16
1064
0.0
82141
16.23
0.00
0.00
27.20
0.00
0.14
0.00
0.14
1068
0.0
82107
18.23
0.00
0.00
27.20
0.001
0.14
0.00
0.14
1072
0.0
82074
18.27
0.00
0.00
27.19
0.00
0.14
0001
0.14
1076
0.0
82040
18.23
0.00
0.00
27.18
0.00
0.14
0.00
0.14
1080
0.0
82006
18.23
0.00
0.00
27.18
0.00
0.14
0.001
0.14
1084
0.0
81973
18.27
0.00
0.00
27.17
0.00
0.74
0.00
OAd
1088
0.0
81939
18.22
0.00
0.00
27.16
0.00
0.14
0.00
0.16
1092
0.0
81906
18.22
0.00
0.00
27.16
0.00
0.14
0.00
0.14
1096
0.0
81872
18.22
0.00
0.00
27.15
0.00
0.14
0.00
0.14
1100
0.0
81839
18.22
0.00
0.00
27.14
0.00
0.14
0.00
0.14
1104
0.0
81805
18.22
0.00
0.00
27.14
0.00
0.14
0.00
0.14
1108
0.0
81772
18.22
0.00
0.001
27.13
0.00
0.14
0.00
0.14
1112
0.0
81738
18.22
0.00
0.00
27.13
0.001
0.14
0.00
0.14
1116
0.0
81705
18.21
0.00
- 0.00
27.12
0.00
0.14
0.00
0.14
1120
0.0
81672
18.21
0.00
0.00
27.11
0.00
0.14
0.00
0.14
1124
0.0
81639
18.21
0.00
0.00
27.11
0.00
0.14
0.00
0.14
1128
0.0
81605
16.21
0.00
0.00
27.10
0.00
0.14
0.00
0.14
1132
0.0
81572
18.21
0.00
0.00
2L09
0.00
0.14
0.00
0.14
1136
0.0
81539
18.21
0.00
0.00
27.09
0.00
0.14
0.00
0.14
1140
0.0
81506
18.21
0.00
0.00
2].08
0.00
0.14
0.00
0.14
1144
0.0
81473
18.20
0.00
0.00
27.08
0.00
0.14
0.00
0.14
1148
0.0
81440
18.20
0.00
0.00
27.07
0.00
0.14
0.00
0.14
1152
0.0
61407
18.20
0.00
0.00
27.06
0.00
0.14
0.00
0.14
1156
0.0
81374
18.20
0.00
0.00
27.06
0.00
0.14
0.00
T14
1160
0.0
81341
18.20
0.00
0.00
27.05
0.00
0.14
0.00
0.14
1164
0.0
81308
18.20
0.00
0.00
27.04
0.00
0A41
0.00
0.14
1168
0.0
$1275
18.19
0001
0.00
27.04
0.00
0.14
0.00
0.14
1172
0.0
81242
18.19
1 0.00
0.00
27.03
0.00
0.14
0.00
0.14
1176
0.0
81209
18.19
0.00
0.00
27.03
0.00
0.14
0.00
0.14
1180
0.0
81177
18.19
0.00
0.00
27.02
0.00
0.14
0.00
0.14
1184
0.0
811"
18.19
0.00
0.00
27.01
0.00
0.14
0.00
0.14
1188
0.0
81111
18.19
0.00
0.00
27.01
0.00
0.14
0.00
0.14
1192
0.0
81079
18.19
0.00
0.00
27.00
0.00
0.14
0.00
0.14
119
0.0
81046
18.15
0.00
0.00
26.99
0.00
0.14
0.00
0.14
1200
0.0
81013
18.18
0.00
0.00
26.99
0.00
0.14
000
0.14
1204
0.0
80981
18.18
0.00
0.00
26.98
0.00
0.14
0.00
0.14
1208
0.0
8 9948
18.18
0.00
0.00
26.98
0.00
0.14
0.00
0.14
1212
0.0
80916
18.18
1 O.001
0.00
26.97
0.00
0.14
0.00
0.14
1216
0.0
80883
t8.18
0.00
0.00
26.96
0.00
0.14
0.00
0.14
1220
0.0
80851
18.18
0.00
0.00
26.96
0.00
0.13
0.00
0.13
1224 1
0.01
80818 1
18.17
0.00
0.00
26.95
0.00
0.13
0.00
0.13
1228
0.0
80786
18.17
0.00
0.00
26.95
0.00
0.13
0.0040.13
1232
0.0
80754
18.17
0.00
0.00
26.94
0.00
0.13
0.00
1236
0.0
80721
18.17
0.00
0.00
26.93
0.00
0.13
0.00
1240
0.0
80689
18.17
0.00
0.00
26.93
0.00
0.13
0.00
1244
0.0
80657
18.17
0.00
0.00
26.92
0.00
0.13
0.00
1248
0.0
80625
18.17
0.00
0.00
26.91
0,00
0.13
0.00
1252
0.0
80593
18.16
0.00
0.00
26.91
0.00
0.13
0.00
1256
0.0
80561
18.16
0.00
0.00
26.90
0.00
0.13
0.00
0.17
1260
0.0
80529
18.16
0.00
0.00
26.90
0.00
0.13
0.00
1.17
1264
0.0
80496
18.16
0,001
0.001
26.89
0.00
0.13
0.00
0.13
1268
0.0
80464
18.16
0,001
0.001
26.88
0.00
0.13
0.001
0.13
1272
0.0
80432
18.16
mol
0.00
26.88
0.00
0.13
0.00
0.13
1276
0.0
80401
18.16
0.00
0.00
2(5 1
0.00
0.13
0.00
0.13
1280
0.0
80369
18.15
0.00 1
0.001
26.87
0.00
0.13
0.00
0.13
1284
0.0W8027318.15
8.15
0.00
0.00
26.86
0.00
0.13
0.00
0.13
1288
0.08.15
0.00
0.00
26.11
0.00
0.13
0.00
0.13
1292
0.08.15
0.00
0.00
26.85
0.00
0.13
0.00
0.13
1296
0.08.15
0.00
0.00
2684
0.00
0.13
0.00
0.13
1300
0.08.15
000
0.00
26.84
0.00
0.13
0.00
0.13
1304
0.08.15
0.00
000
2683
0.00
013
000
0.13
1308
0.08.14
000
000
2682
0.00
0.13
0.00
0.13
/312
0.08.16
0.60
0.00
26.82
0.00
0.13
0.00
0.13
1316
0.0
80083
18.14
0.00
0.00
26.81
0.00
0.13
0.00
0.13
1320
0.0
80052
18.14
0.00
0.00
26.81
0.00
0.13
0.00
0.13
1324
0.0
80020
18.14
0.00
0.00
26.80
0.00
0.13
0.00
0.13
1328
0.0
79989
18.14
0.00
0.00
26.79
0.00
0.13
0.00
0.13
1332
0.0
79957
18.14
0.00
0.00
26.79
0.00
0.13
0.00
0.17
1336
0.0
79926
18.t3
0.00
0.00
2678
0.00
0.13
0.00
0.17
5 of 17

NQV 19 ?N9
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT
Time
In0ow
Storage
Slape
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cis)
(cfs)
(cfs)
lots)
(cfs)
(cfs)
1340
0.0
79894
18.13
0.00
0.00
26.78
0.00
0.13
0,00
0.13
1344
0.0
79863
18.13
0.00
0.00
26.77
0.00
0.13
O.DO
0.13
1348
0.0
79832
18.13
0.00
0.00
26.76
0.00
0.13
GOO
0.13
1352
1 0.0
7980D
18.13
0001
0.001
26.76
0,00
0.13
0.00
0.13
1356
0.0
79769
18.13
0.00
0,00
26,75
0,00
0.13
0.00
0.13
1360
0.0
79738
18.13
0.00
0,00
26,75
0,00
0.13
0.00
0.13
1364
0.0
79707
18.12
0.00
0.00
26.74
0,00
0.13
0.00
0.13
1368
0.0
79676
18.12
0.00
0,00
26.73
0,001
0.13
O.OD
0.13
1372
0.0
79645
1 18.12
0.00
000
26.73
0.00
0.13
0,00
0.13
1376
0.0
79613
18.12
0.00
0.00
26.72
0,00
0.13
0,00
0.13
1380
0.0
79582
18.12
0.00
0.00
26.72
0.00
0.13
0.00
0.13
1384
0.0
79551
18.12
0.00
0.00
26.71
0,00
0.13
0.00
0.13
1388
0.0
79521
18.12
0.00
0.00
26.70
0,00
0.13
0.00
0.13
1392
0.0
79490
18.11
0.00
0.00
26,70
0.00
0.13
0,00
0.13
1396
0.0
79459
18.11
0.00
0.001
26.69
0.00
0.13
0.00
0.13
1400
0.0
79428
18.11
0.00
0.00
26.69
0.00
0.13
0,00
0.13
1404
0.0
79397
18.11
0.00
0.00
26,68
0.00
0.13
0.00
0.13
1408
0.0
79366
18.11
0.00
0.00
26.67
0.00
0.13
0.00
0.13
1412
0.0
79335
18.11
0.00
0.00
26,67
0.001
0.13
0.00
0.13
1416
0.0
79305
18.11
0.00
0.00
26,66
0.00
0.13
0.00
0.13
1420
0.0
79274
18.11
0.00
0.00
26.66
0.00
OA3
0.00
0.13
1424
0.0
79243
18.10
O.00
0.00
26.65
0.00
0,13
0.00
0.13
1428
0.0
79213
18.10
0.00
000
26.64
0.00
0.13
0,00
0.13
1432
0.0
79182
18.10
0.00
0.00
26.64
0.00
0.13
0.00
0.13
1436
0.0
79152
18.10
0001
0.00
26,63
0.00
0.13
0.00
0.13
1440
0.0
99121
18.10
0,00
0.00
26,63
0.00
0.13
0.00
0.13
1444
0.0
79091
18.10
0.00
0.00
26.62
0.00
0.13
0.00
0.13
1448
0.0
79060
18.10
0,00
0.00
26.61
0.00
0.13
0,00
0.13
1452
0.0
79030
18.09
0.00
0.00
26.61
0.00
0.13
0.00
0.13
1456
0.0
79000
10.09
0.00
0.00
26.60
0.00
0.13
0.00
0.13
1460
0.0
78969
18.09
0.00
0.00
26.60
0.00
0.13
0,00
0.13
1464
0.0
78939
18.09
O.00
0.00
26.59
0.00
0.13
0.00
0.13
1468
0.0
78909
18.09
O.00
0.00
26,59
0.00
0.13
0.00
- 0.13
1472
0.0
78878
18.09
0.00
0.00
26.58
0.00
0.13
O.OGI
0.13
1476
0.0
78848
18.09
0.00
0.00
26.57
0,00
0.13
OGOI
0.13
1480
0.0
78818
18.08
0.00
0001
26.57
0,00
0.13
0.00
0.13
1484
0.0
78788
18.08
0.00
0.00
26.56
0,00
0.13
0.00
0.13
1488
0.0
78758
18.08
0.00
0.00
26.56
0,00
0.13
0.00
0.13
1492
0.0
78728
18.08
0.00
0.00
26.55
0,00
0.13
0.00
0.13
1496
0.0
78698
18.08
0.00
0.00
26.54
0,00
0.12
0.00
0.12
1500
0.0
78668
18.08
0.00
0.00
26.54
0.DO
0.12
0.00
0.12
1504
0.a
78638
18.08
0,00
0.00
26.53
0.00
0.12
0.00
0.12
15 88
0.0
78608
78.08
0.00
0.00
26.53
GOO
0.12
0.00
0.12
1512
0.0
78578
18.07
0.00
0.00
26.52
0.00
0.12
0.00
0.12
1516
0.0
78548 1
18.07
0.00
0.00
26.52
0.00
OA2
0.00
0.12
1520
0.0
78518
18.07
0.00
0.00
26,51
0.00
OA21
0.00
0.12
1524
0.0
78489
18.07
0.00
0.00
26.50
0.00
OA2
0.00
0.12
1528
0.0
78459
18.07
0.00
0.00
26,50
0.00
OA2
0.00
0.12
1532
0.0
78429
18.07
0.00
0.00
26,49
0.00
0.12
0.00
0.12
1536
0.0
78400
18.07
0,00
0.001
26.49
0.00
OA2
9.00
0.12
1540
0.0
78370
18.06
0.00
0,00
26.48
0.00
0.12
0.00
0.12
1544
0.0
78340
18.06
0.00
0.00
26.47
0.00
0.12
0,00
0.12
1548
0.0
78311
18.06
0.00
0.00
26.47
0,00
0.12
0.00
0.12
1552
0.0
78281
18.06
0.00
0.00
26.46
0.00
0.12
0.00
0.12
1556
0.0
78252
18.06
0.00
0,00
26.46
0.00
0.12
0,00
0.12
1560
0.0
78222
18.06
0.00
0,00
2645
0,00
OA2
0.00
0.12
1564
0.0
78193
18.06
0,00
0.00
2545
0.00
OA2
0.00
0.12
1568
0.0
78163
18.06
000
0,00
26.44
GOO
0,12
0.00
0.12
1572
0.0
78134
18.05
0.00
0.00
26.43
0.00
0.12
0.00
0.12
1576
0.0
78105
18.05
0.00
0.00
26.43
0,00
0.12
0.00
0.12
1580
0.0
78076
18.05
0,00
0.00
26.42
GOO
0,12
0.00
0.12
1584
0.0
78046
18.05
0.00
0.00
26.42
0.00
0.12
0.00
OA2
1588
0.0
78017
18.05
0,00
0.00
26.41
0.00
0,12
0.00
0.12
1592
0.0
77988
18.05
0.00
0.00
26,41
0,00
0.12
0,00
0.12
1596
D.0
77959
18.05
0.00
000
26,40
0.00
0.12
0.00
0.12
1600
0.0
77930
18.04
000
0.00
26,39
0,00
0 121
0.00
0.12
1604
0.0
77901
18.04
0.00
0.00
26.39
0.00
0.12
0.00
0.12
1608
0.0
77872
18.04
0,00
0.00
26.38
0.00
0.12
0.00
0.12
1612
0.0
77843
18.04
0.00
0,00
26,38
0.001
0,12
0.001
0.12
1616
0.0
77814
18.04
0 00
0 00
26.37
0.00
0.12
0.00
0.12
1620
0.0
77785
18.04
0.00
0.00
26.37
0.00
0.12
0.00
0.12
5 of 17

NOV I � ?0"
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPOND
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow,
(min.)
(cfs)
(113)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
1624
0.0
77756
18.04
0.00
0.00
26.36
0.00
0.12
0.00
0.12
1628
0.0
77727
18.04
0.00
0.00
26.35
0.00
0.12
0.00
0.12
1632
0.0
77698
18.03
0.00
0.00
26.35
0.00
0.12
0.00
0.12
1636
0.0
77669
1 18.07
1 0.00
0.00
26.34
0.00
0.12
0.00
0.12
1640
0.0
77612
t8.03
0.00
0.00
26.34
0.00
0.12
0.00
0.12
1644
0.0
77612
18.03
0.00
0.00
26.33
0.00
0.12
0.00
0.12
1648
0.0
77583
18.03
0.001
0.00
26.33
0.00
0.12
0.00
0.12
1652
D.D
77554
18.03
0.001
0.00
26.32
0.00
0.12
000
0.12
1656
0.0
77526
18.03
0.001
0.00
26.32
0.00
0.12
0.00
0.12
1660
0.0
77497
18.03
0.00
0.00
26.31
0.00
0.12
0.00
6.12
1664
0.0
77469
18.02
0.00
0.00
26.30
000
0.12
0.00
0.12
1668
0.0
77440
18.02
0.00
0.00
26.30
000
0.12
0.00
0.12
1672
0.0
77412
18.02
0.00
0.00
26.29
0.00
0.12
0.00
0.12
1676
0.0
77383
18.02
0.00
0.00
26.29
0,001
0.12
0.00
0.12
1680
0.0
77355
18.02
0.00
0.00
26.28
0.00
0.12
0.00
0.12
1684
0.0
77327
10.02
0.00
0.00
26.28
0.00
0.12
0.00
0.12
1688
0.0
77298
18.02
0.00
0.001
26.27
0.00
0.12
0.00
0.12
1692
0.0
77270
18.01
0.00
0.00
26.26
0.00
0.12
0.00
0.12
169fi
0.0
77242
18.01
1 0.001
0001
26.26
0.06
0.12
0.00
0.12
1700
0.0
77213
18.01
0.00
0.00
26.25
0.00
0.12
0.00
0.12
1704
0.0
77185
18.01
0.00
0.00
26.25
0.00
0.12
0.00
0.12
1708
0.0
77157
18.01
0.00
0.00
26.24
0.00
0.12
0.00
0.12
1712
0.0
77129
18.01
0.00
0.00
26.24
0.00
0.12
0.00
0.12
1716
0.0
77101
18.01
0.00
0.00
26.23
0.00
0.12
0.00
0.12
1720
0.0
77073
18.01
0.00
0.00
26.23
0.00
0.12
0.00
0.12
1724
0.0
77045
18.00
0.00
0.00
26.22
0.00
0.12
0.00
0.12
1728
0.0
77017
18.00
1 0.00
0.00
26.21
0.00
0.12
0.00
0.12
1732
0.0
76989
10.00
0,0
u UU1
z Z11
0.00
0.12
0.00
0.12
1736
0.0
76961
11.00
0.00
0.00
26.20
0.00
0.12
0.00
0.12
1740
0.0
76933
18.00
0.00
0.00
26.20
0.00
0.12
0.00
0.12
1744
0.0
76905
18.00
0.00
0.00
26.19
0.00
0.12
0.00
0.12
1748
0.0
76877
11.00
0.00
0.00
26.19
0.00
0.12
0.00
0.12
1752
0.0
76850
11.00
0.00
0.00
26.18
0.00
0.12
0.00
0.12
1756
0.0
76822
77.99
0.00
0.00
26.18
0.00
0.12
0.00
0.12
1760
0.0
76794
17.99
0.00
0.001
26.17
0.00
0.12
0.00
0.12
1764
0.0
76766
17.99
1 0.00
Omi
26.17
0.00
0.12
0.00
0.12
1768
0.0
76739
17.991
n nni
0.00
26.16
0.00
0.11
0.00
0.11
1772
0.0
76711
17.99
0.00
0.00
26.15
0.00
0.11
0.00
OA7
1776
0.0
76684
17.99
0.00
0.00
26.15
0.00
0.11
0.00
O.ti
1780
0.0
76656
17.99
0.00
0.00
26.14
0.00
0.11
0.00
0.11
1784
0.0
76629
17.99
0.00
0.00
26A4
0.00
0.11
0.00
0.11
1788
0.0
76601
17.98
0.00
0.00
26.13
0.00
0.11
0.00
0.11
1792 1
0.0
76574
t7.98
0.00
0.00
26.13
0.00
0.11
0.00
0.11
1796
0.0
76546
17.98
000
0.00
26.12
0.00
0./1
0.00
0.11
1800
0.0
76519
17.98
0.00
0.00
26.12
0.00
0.11
0.00
0.11
1804
0.0
76492
17.98
0.00
0.00
26.11
0.00
0.11
0.00
0.1t
1808
0.0
76464
17.98
0.00
0.00
26.11
0.00
0.11
0.00
0.11
1812
0.0
76437
17.98
0.00
0.00
26.10
0.00
0.11
0.00
0.11
1816
0.0
76410
17.98
0.00
0.00
26.09
0.00
0.11
0.001
0.11
1820
0.01
76383 1
17.97 1
0.001
0.00
26.09
0.00
0.11
0.00
0.11
1824
0.01
76356 1
17.97 1
0.00
0.00
26.08
0.00
0.11
0.00
0.11
1828
0.0
76329
17.97
0.00
0.00
26.08
0.00
0.11
0.00
0.11
1832
0.0
76302
17.97 1
0.001
0.00
26.07
0.00
0.11
0.00
0.11
1836
0.0
76275
17.97
0.00
0.00
26.07
0.00
0.11
0.00
0.11
1840
0.0
76248 1
17.97
0.00
110
26.06
0.00
0.11
0.00
0.11
1844
0.0
76221
17.97
0.00
6.00
26.06
0.00
0.11
0.00
0.11
1848
0.0
76194
17.97
0.001
0.00
26.05
0.00
0.11
0.00
0.11
1852
0.0
76167
17.96
0001
0.00
26.05
0.00
0.11
0.00
0.11
1856
0.0
76140
17.96
0.00
0.00
26.04
0.00
0.11
0.00
0.11
1860
0.0
76113
17.96
0.00W
26.04
0.00
0.11
0.00
0.11
1864
0.0
76086
17.96
0.00
26.03
0.00
0.11
0.00
0.11
1868
0.0
76060
17.96
0.00
26.02
0.00
0.11
0.00
0.11
1872
0.0
76033
17.96
0.00
26.02
0.00
0.11
0.00
041
1876
0.0
76006
17.96
000
26.01
0.06
0.11
0.00
0.11
1880
0.0
75979
17.96
0.00
26.01
0.00
D.11
0.00
0.11
1884
0.0
7595]
17.96
0.00
26.00
0.00
0.11
0.00
0.11
1888
0.0
75926
17.95
0.00
26.00
0.00
0.11
0.00
o.tt
1892
0.0
75900
17.95
0.00
0.00
25.99
0.00
0.11
0.00
0.11
1896
0.0
75373
17.95
0.00
0.00
25.99
0.00
0.11
0.00
0.11
1900
0.0
75847
17.95
0.00
0.00
25.98
0.00
0.11
0.00
0.11
1904
0.0
75820
17.95
0.60
0.00
2598
a.00
0.11
0.00
0.11
7 of 17

NOV 1 9 2008
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPOND
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
OotOow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
1908
0.0
75794
17.95
0.00
0.00
25.97
0.00
0.11
0.00
0.11
1912
0.0
75768
17.95
0.00
0.00
25.97
000
0,11
0.00
0.11
1916
0.0
75741
17.95
0.00
0.00
25.96
0.00
0.11
0.00
0.11
1920
0.0
75715
17.94
0..00
0.00
25.96
0.00
0.11
0.00
0.11
1924
0.0
75689
1 17.94
0.00
0.00
25.95
0.00
0.11
0.00
0.11
1928
0.0
75662
17.94
0.00
0.00
25.95
0.00
0.11
0.00
0.11
1932
0.0
75636
17.94
0.00
0.00
25.94
0.00
0.11
0.00
0.11
1936
0.0
75610
17.94
0.00
0.00
25.93
0.00
0.11
0.00
0.11
1940
0.0
75584
17.94
0.00
0.00
25.93
000
0.11
0.00
0.11
7944
0.0
75558
17.94
0.00
0.00
25.92
0.00
0.11
0.00
0.11
1948
0.0
75532
17.94
0.00
000
25.92
0.00
0.11
000
0.11
1952
0.0
75506
17.93
0.00
0.00
25.91
0.00
0.11
0.00
0.11
1956
0.0
75480
17.93
0.00
0.00
25.91
0.00
0.11
0.00
0.11
1960
0.0
75454
17.91
0.00
0.00
25.90
0.00
0.11
0.00
0.11
1964
0.0
75420
17.93
0.00
0.00
25.90
0.00
0.11
0.00
0.11
19fi8
0.0
75402
17.93
0.00
0.00
25.89
0.00
0.11
0.00
0.11
1972
0.0
75376
17.93
0.00
0.00
25.89
0 00
0.11
0.00
0.11
1976
0.0
75351
17.93
0.00
0,00
25.88
0.00
0.11
0.00
0.11
1980
0.0
75325
17.93
0.00
000
25.88
0.00
0.11
0.00
0.11
1984
0.0
75299
17.93
0.00
0.00
25.87
000
0.11
0.00
0.11
1988
0.0
75273
17.92
0.00
0.00
25.87
0.00
0.11
0.00
0.11
1992
0.0
75248
17.92
0.00
0.00
25.86
0.00
0.11
0.00
0.11
1996
0.0
75222
17.92
0.00
0.00
25.86
0.00
0.11
0.00
0.11
2000
0.0
75197
17.92
0.00
0.00
25.85
0.00
0.11
0.00
0.11
2004
0.0
75177
17.92
0.00
0.00
25.85
0 00
0.11
0.00
0.11
2008
0.0
75145
17.92
0.00
0.00
25.84
0.00
0.11
0.00
0.11
2012
0.0
75120
17.92
000
0.00
25.84
0.00
0.11
0.00
0.11
2016
0.0
75095
17.92
0.00
0.00
25.83
0.00
0.11
0.00
0.11
2020
0.0
75069
17.91
0.00
0.00
25.83
0.00
0.11
0.00
0.11
2024
0.0
75044
17.91
1 0.001
0.00
25.82
0.00
0.11
0.00
0.11
2028
0.0
75018
17.91
0.001
0.00
25.82
0.00
0.11
0.00
0.11
2032
0.0
74993
17.91
ofiol
0.00
25.81
0.00
0.11
0.00
0.11
2036
0.0
74968
t7.91
0.00
0.00
25.81
0.00
0.11
0.00
0.11
2040
0.0
74943
17.91
0.00
0.00
25.80
0.00
0.10
0.00
0.10
2044
0.0
74917
17.91
0.00
0.00
25.80
0.00
0A0
0.00
0.10
2048
(L
74892
17.91
0.00
0.00
25.79
0.00
0.10
0.00
0.10
2052
0.0
74867
17.91
0,001
0.00
25.79
0.00
0.10
0.00
0.10
2056
0.0
74842
17.90 j
0.001
0.00
25.78
0.00
0.10
0.00
0.10
2060
0.0
74817
17.90
0,001
0.00
25.78
000
0.10
0.00
DAO
2064
0.0
74792
17.90
0001
0.00
25.77
0.00
0.10
0.00
0.10
2068
0.0
74767
17.90 1
0.001
0.00
25.76
0.00
0.10
0.00
0.10
2072
0.0
74742
17.90 1
0.001
0.00
25.76
0.00
0.10
0.00
0.10
2076
0.0
74717
17.90 1
0.00
0.00
25.75
0.00
0.10
0.00
0.10
2080
0.0
74692
17.90 1
6.00
0.00
25.75
0.00
0.10
0.00
0.10
2084
0.0
74667
17.90 1
0.00
0.00
25.74
0.00
0.10
0001
0.10
2088
0.0
74643
17.90
0.00
0.00
25.74
0.00
0.10
0.00
0.10
2092
0.0
74618
77.89
0.00
0.00
25.73
0.00
0.10
0.00
0.10
2096
0.0
74593
17.89
0.00
0.00
25.731
0.00
0.10
oml
0.10
2100
0.0
74568
17.89
0.00
0.00
25.72
0.00
0.10
0.00
0.10
2104
0.0
74544
17.89
0.00
0.00
25.72
0.00
0.10
0.00
0.10
2106
0.0
74519
17.89
0.00
0.00
25.71
0.00
0.10
0.00
0.10
2172
0.0
74494
17.89
0.00
0.00
25.71
0.00
0.10
0.00
0.10
2116
0.0
74470
17.89
0.00
0.00
25.70
0.00
0.10
0.00
0.10
2120
0.0
74445
17.89
0.00
0.00
25.70
0.00
0.10
0.00
0.10
2124
0.0
74421
17.89
0.00
0.00
25.69
0.00
0.10
0.00
0.10
2128
0.0
74396
17.88
0.00
0.00
25.69
0.00
0.10
0.00
0.10
2132
0.0
74372
1L88
0.00
0.00
25.68
0.00
0.10
000
0.10
2136
0.0
74348
17.88
0.00
0.00
25.68
0.00
0.10
0.00
0.10
2140
0.0
74323
17.88
0.00
0.00
25.67
0.00
0.10
0.00
0.10
2144
0.0
74299
17.88
0.00
0.00
25.67
0.00
0.10
0.00
0.10
2148
0.0
74275
17.88
0.00
0.00
25.67
0.00
0.10
0.00
0.10
2152
0.0
74250
17.88
0,00
0.00
25.66
0.00
0.10
0.00
0.10
2156
0.0
74226
1].88
0.00
0.00
25.66
0.00
0.10
0.00
0.10
2160
0.0
74202
17.88
0.00
0.00
25.65
0.00
0.10
0.00
0.10
2164
D.0
74178
17.87
0.00
0.00
25.65
0.00
0.10
0.00
0.10
2168
0.0
74154
17.87
0.00
0.00
25.64
0.00
0.10
0.00
0.10
2172
0.0
7413D
17.87
0.00
0.00
25.64
0.00
0.10
0.00
0.to
2176
0.0
74106
17.87
0.00
0.00
25.63
0.00
0.to
0.00
0.10
2180
0.0
74082
17.87
0.00
0.00
25.63
0.00
0.10
0.00
0.10
2184
0.0
74058
17.87
0.00
0.00
25.62
000
0.10
0.00
0.10
2188
0.0
74034
17.8]
0.00
0.00
25.62
0.00
0.10
0.00
0.10
8 of 17

CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT - -
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
)orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(i13)
Ifl.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
2192
0.0
74010
17.87
BOO
0.00
25.61
0.00
0.10
0.00
0.10
2196
0.0
73986
17.87
0,00
0.00
25,61
0.00
0.10
0,00
0.10
2200
0.0
73962
17.86
0.00
0.00
25.60
0,00
0.10
0.00
0.10
2204
1 0.01
73939
17.86
1 0.00
0001
25.60
0.00
0.10
0.00
0.10
2208
1 0.01
73915
1 17.86
1 0.00
0.001
25S9
0.00
0.10
0.00
0.10
2212
1 0.01
73891
1 17.16
0.00
0.00
25,59
0.00
0.10
0.00
0.10
2216
0.0
73867
17.86
0.00
0.00
25.58
0.00
0.10
0,00
0.10
2220
0.0
73844
17.86
0.00
0,00
25.58
0,00
0.10
0.00
0.10
2224
0.01
73820
1 17.86
1 0.00
0.00
25.57
0.00
0.10
0.00
0.10
2228
0.01
73797
17.86
0.00
0.00
25.57
0.00
0.10
0.00
0.10
2232
0.0
73773
17.86
0.00
0.00
25b(I
0.00
0.10
- -Boo0.10
2236
0.01
73750
1 17.85
1 0.00
0.00
25.56
0.00
0.10
0.00
0.10
2240
0.01
73726
1 17.85
1 0.00
0.00
25.55
0.00
0.10
0.00
0.10
2244
0.01
73703
1 17.85
0.001
0.001
25.55
0.00
0.10
0.00
0.10
2248
0.01
73679
17.85
0.001
0.001
25.54
0.00
0.10
0.00
0.10
2252
0.01
73656
17.85
10.00
0.0I
25.54
0.00
0.10
0.00
0.10
2256
0.0
73633
17.85
0.00
0.00
25.53
000
0.10
0.00
0.10
2260
0.0
73609
17.85
0.00
0,00
25.53
0.00
0.10
0,00
0.10
2264
0.0
73586
1].85
0.00
0.00
25.52
0.00
0.10
0.00
0.10
2268
0.0
73563
17.85
OAO
0,00
25.52
0.00
0.10
0.00
0.10
2272
0.0
73540
17.85
0.00
0.00
25.51
0.00
0.10
0.00
0.10
2276
0.0
73517
17.84
0.00
0.00
25,51
0.00
0.10
0.00
0.10
2280
0.0
73493
17.84
0.00
0.00
25.51
0.00
0.10
0.00
0.10
2284
0.0
73470
17.84
0,00
0.00
25.50
0.00
0.10
0,00
0.10
2288
0.0
73447
17.84
0.00
0.00
25.50
0.00
0.10
0.00
0.10
2292
0.0
73426
1 17.84
0.00
UMU
25.49
0.00
0.10
0.00
OAO
2296
0.0
173401
17.84
0.00
0.00
25.49
0.00
0.10
0.00
0.10
2300
0.0
73378
17.84
0.00
0.00
25.48
0.00
0.10
0.00
0.10
2304
0.0
73356
17.84
0.00
0.00
25.48
0.00
0.10
0.00
0.10
2308
0.0
73333
17.84
0.00
0,00
25.47
0.00
0.101
0,00
0.10
2312
0.0
73310
17.83
1 0.00
0.00
25.47
0,00
0.09
"0
0.09
2316
0.0
73287
17.87
0.00
0.00
25.46
0.00
0.09
0.00
0.09
2320
0.0
73264
17.87
1 0.001
0.00
25.46
0.00
0.09
0.00
0.09
2324
0.01
73242
1 17.83
1 0.001
0.00
25.45
0.00
a09i
0,00
0.09
2328
0.01
73219 1
17.83
1 0.001
0.00
25A5
0.00
0.09
0.00
0.09
2332
0.01
73196 1
17.83
1 0.001
0,00
25.44
0.00
0.09
0,00
0.09
2336
0.0
73174
17.83
0.00
0,00
2544
0.00
0.09
0,00
0.09
2340
0.0
73151
17.83
0.00
0.00
25.43
0.00
0.09
0,00
0.09
2344
0.0
73129
17.83
0,00
0.00
25.43
0.00
0.09
0.00
0.09
2348
0.0
73106
17.83
0.00
0.00
25.43
0.00
0.09
0.00
0.09
2352
0.0
73084
17.82
0,00
0,00
25A2
0,00
0.09
0.00
0.09
2356
0.0
73061
17.82
0.00
0.00
25.42
0,00
0.09
0,00
0.09
2360
0.0
73039
17.82
0.00
0.00
25.41
0.00
0,09
0.00
0.09
2364
0.0
73016
17.82
0.00
0.00
2141
0.00
0.09
0.00
0.09
2368
0.0
72994
17.82
0.00
0.00
25.40
0.00
0.09
0.00
0.09
2372
0.0
72972
17.82
0.00
0.00
25.40
O.oD
0.09
0.00
0.09
2376
0.0
72950
17.82
600
0.00
25.39
0.00
0.09
0,00
0.09
2380
0.0
72927
17.82
0.00
0.00
25.39
0.00
0,09
0.00
0.09
2384
0.0
72905
17.82
0.00
0.00
2538
0.00
0,09
0.00
0.09
2388
0.0
72887
17.82
0.00
0.00
25.38
0.00
0.09
0.00
0.09
2392
0.0
72867
17.e1
0.00
0.00
25.38
0.00
0.09
0.00
0.09
2396 1
0.01
72839 1
11.51
0.00
0,00
25.37
0.00
0.09
0.00
0.09
2400
0.0
72817
17.81
0.00
0,001
25.37
0.no
0.09
0.00
0.09
2404
0.01
72795 1
17.81
0.00
0.00
25.36
0.00
0.09
0,00
0.09
2408
0.0
72773
17.81
0.00
0.00
25,36
0.00
0.09
0.00
0.09
2412
0.0
72751
17.81
0.00
0.00
25,35
0.00
0.09
0.00
0.09
2416
0.0
72729
17.81
0.00
0.00
25.35
0.00
0.09
0,00
0.09
2420
0.0
72707
17.81
oo
0.00
25.34
0.00
0,09
0.00
0.09
2424
0.0
72685
17.81
0.00
0.00
25.34
0.00
0.09
0.00
0.09
2428
0.0
72664
77.so
0,00
0.00
25.33
0.00
0.09
0.00
0.09
2432
0.0
72642
77.80
0.00
0.00
25.33
0.00
0.09
0,00
0.09
2436
0.0
72620
17.80
0.00
0.00
25.33
0.00
0.09
0.00
0.09
2440
0.0
72598
17.80
0.00
BOO
25.32
0,00
0.09
0.00
0.09
2444
0.0
72577
77.80
0,00
0.00
25.32
0.00
0.09
0.00
0.09
2448
0.0
72555
17.80
0.00
0.00
25.31
0.00
0.09
0.00
0.09
2452
0.0
72534
17.80
0.00
0.00
25.31
0.00
0.09
0.00
0.09
2456
0.0
72512
17.80
0.00
0,00
25.30
0.00
0.09
0.00
0.09
2460
0.0
72491
17.80
0.00
0.00
25.30
0.00
0.09
0.00
OA9
2464
0.1
72d69
17.80
0.00
0.001
25,29
0.00
0.09
0.00
0.09
2468
0.0
72448
17.80
0.00
0.00
25.29
0,00
0-09
0.00
0.09
2472
0.0
72426
t7.79
.1
00
40.z9l
U.Qul
0,091
0.001
0.09
9 of 17

Nov l 2OJ8
CAMP IEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPOND - -- "
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
2476
0.0
72405
17.79
0.00
0.00
25,28
0.00
0.09
0.00
0.09
2480
0.0
72384
17.79
0.00
0.00
25.28
0,00
0.09
0.00
0.09
2484
0.0
72362
17.79
0,00
0.00
25.27
0.00
0.09
0.00
0.09
2488
1 0.0
72341
1 17.79
0.001
0.001
25.27
0.001
0.09
0.00
0.09
2492
0.0
72320
1 17.79
0.00
0.00
2526
0.00
0.09
0.00
0.09
2496
0.0
72299
17.79
0.00
0.00
2526
0.00
0.09
0.00
0.09
2500
0.0
72277
17.79
0.00
0.00
25,25
0.00
0.09
0.00
0.09
2504
0.0
72256
17.79
0.00
0.00
25,25
0.00
0.09
0.00
0.09
2508
0.0
72235
17.79
0.00
0.00
25.25
0.00
0.09
0.00
0.09
2512
0.0
72214
17.78
0.00
0,00
25,24
0.00
0.09
0.00
0.09
2516
0.0
72193
17.78
0.00
0.00
25.24
0.00
0.09
0.00
0.09
2520
0.0
72172
17.78
0,00
0.00
25.23
0.00
0.09
0.001
0.09
2524
0.0
72151
17.78
0,00
0.00
25,23
0.00
0.09
0.00
0.09
2528
0.0
72130
17.78
0.00
0.00
25.22
0.00
0.09
0.00
0.09
2532
0.0
72110
1 17.78
1 0.00
0.00
25.22
0.00
0.09
0.00
0.09
2536
0.0
72089
1 17.78
0.00
0.00
25.21
0.00
0.09
0.00
0.09
2540
0.0
72068
17.78
0.00
0.00
25.21
0.00
0.09
0.00
0.09
2544
0.0
72047
17.78
0.00
0.00
25.21
0.00
0.09
0.00
0.09
2548
0.0
72026
17.78
0.00
0,00
25,20
0.00
0.09
0.00
0.09
2552
0.0
72006
17.77
0.00
0.00
25.20
0.00
0.09
0.00
0.09
2556
0.0
71985
17.77
0.00
0.00
25.19
0.00
0.09
0.00
0.09
2560
0.0
71964
17.77
0.00
0.00
25,19
0.00
0.09
0.00
0.09
2564
0.0
71944
17.77
0.00
0.00
25A8
0.001
0.09
0.001
0.09
2568
0.0
71923
17.77
0.00
0.00
25A8
0.00
0.09
0.00
0.09
2572
0.6
71903
17.77
0,00
0.001
25A8
0.00
0.09
0.00
0.09
2576
0.0
71882
17.77
0.00
0.00
25A7
0.00
0.09
0.00
0.09
2580
0.0
71862
17.77
0,00
0.00
25.17
0.00
0.08
0.00
0.08
2564
0.0
71842
1 17.77
0.00
0,00
25.16
0.00
0.08
0.00
0.08
2588
0.0
71821
17.77
0,00
0.00
25.16
0.00
0.08
0.00
0.08
2592
0.0
71801
17.77
0.00
0.00
25,15
0.00
0.08
0.00
0.08
2596
0.0
71781
17.76
0,00
0,00
25,15
0.00
0.08
0,00
0.08
2600
0.0
71760
17.76
0.00
0.00
25.15
0.00
0,08
0.00
0.08
2604
0.0
71740
17.76
0.00
0.00
25.14
0.00
0.08
0,00
0.08
2608
0.0
71720
17.76
0.00
0.00
25.14
0.00
0.081
0.00
0.08
2612
0.6
11700
17.76
0.00
0.00
25.13
0.00
0.08
0.00
0.08
2616
0.0
71680
17.76
0.00
0.001
25.13
0.00
0.08
0.00
0.08'
2620
0.0
71660
17.76
ORO
0.00
25,13
0.00
0.08
0.00
0.08
2624
0.0
71640
17.76
0.00
0.00
25,12
0.00
0.08
0.00
0.08
2628
0.0
71620
17.76
0,00
0.00
25,12
0.00
0.08
0.00
0.08
2632
0.0
71600
17.76
0.00
0.00
25.11
0.00
Om
0.00
0.08
2636
0.0
71580
17.76
0.00
0.00
25. 11
0.00
0.08
0.00
0.08
2640
0.0
71560
17.75
0.00
0.00
25.10
0.00
0.08
0.00
0.08
2644
0.0
71540
17.75
0.00
0.00
25.10
0,00
0.08
0.00
0.08
2648
0.0
71520
17.75
0.00
O.OD
25.10
0.00
0.08
0.00
0.08
2652
0.0
71500
17.75
0.00
0.00
25.09
0.00
0.081
0.00
0.08
2656
0.0
71480
17.75 1
0.00
0,00
25,09
0,00
0.08
0.00
0.08
2660
0.0
71461
17.75 1
0.00
0,00
25.08
0.00
0,08
0.00
0.08
2664
0.0
71441
17.75 1
0.00
0.00
25,08
0,00
0.08
Ozol
0.08
2666
0.0
71421 l
17.75
0.00
0.00
25,08
0,00
0.08
0.001
0.08
2672
D.0
71402
17.75
0.00
0.00
25.07
0.00
0.08
0,00
0.08
2676
0.0
71382
17.75
0,00
0,00
25.07
0.00
0.08
0.00
0.08
2680
0.0
71363
17.75
0-00
0.00
25.06
0,00
0.08
0.00
0.08
2684
0.0
71343
17.74
0.00
0.00
25,06
0.00
0.08
0,00
0.08
2688
0.0
71324
17.74
0.00
0.00
25,05
0.00
0.08
0,00
0.08
2692
0.0
11304
17.74
0.00
0.00
25.05
0.00
0.08
0,00
0.08
2696
0.0
71285
17.74
0.00
0,00
25.05
0.00
0.08
0.00
0.08
2700
0.0
71266
17.74
0,00
0.00
25.04
0.00
0.08
0.00
0.08
2704
0.0
71246
17.74
0,00
0,00
25.04
0.00
0.08
0.00
0.08
2708
0.0
71217
17.74
0,00
0,00
25.03
0.00
0.08
0.00
0.08
2712
0.0
71208
17.74
0.00
0.00
25.03
0.00
0.08
0.00
0.08
2716
0.0
71188
17.74
000
0.00
25,03
0.00
0.08
0,00
0.08
2720
0.0
71169
17.74
0.00
0,00
25,02
0.00
0.08
0,00
0.08
2724
0.0
71150
17.74
0.00
0.00
25,02
0,00
0.08
0.00
OA8
2728
0.0
71131
17.73
0.00
0.00
25.01
0,00
0.08
0.00
0.08
2732
0.0
71112
17.73
0.00
0.00
25,01
0.00
0 08
0.00
0.08
2736
0.0
71093
17.73
0.00
0.00
25.01
0.00
0.08
0.00
0.08
2740
0.0
77074
17.73
0.00
0.00
25.00
0.00
0.08
0,00
0.08
2744
0.0
71055
17.73
0.00
0.00
25.00
0.00
0.08
0.00
0.08
2748
0.0
71036 1
17.73
0.00
0,00
24,99
0.00
0,08
0,00
0.08
2752
0.0
71017
17.]3
0.00
0.00
24.99
0.00
0.08
0.00
0.08
2756
0.0
70998
17.77
0.00
0.00
24.99
0,00
0A8
0.00
0.08
10 of 17

CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
2760
0.0
70979
17.73
0.06
0.00
24.98
0.00
0.08
0.00
O.DS
2764
0.0
70961
17.73
0.00
0.00
24.98
0,00
0.08
0.00
0.08
2768
0.0
70942
1 17.73
0.00
0.00
24.97
0.00
008
0.00
0.08
2772
0.0
70923
17.72
0.00
0.00
24.97
0.00
0.08
0.00
0.08
2776
1 0.01
70904
77.72
0.00
0.06
24.97
0.00
0.08
0.00
D.08
2780
0.01
70806
17.72
0.00
0.00
24.96
0.00
0.08
0.00
0.08
2704
0.01
70867
1 17.72
0.00
0.00
24.96
0.00
0.08
0.00
0.08
2788
0.0
70849
17.72
0.00
0.00
24.95
0.06
0.08
0.00
0.08
2792
0.0
70830
17.72
0.00
0.00
24.95
0.00
0.08
0.00
0.08
2796
0.0
70812
17.72
0.00
0.00
24.95
0.00
0.08
0.00
0.08
2800
0.01
70793
1 17.72
1 0.00
0.00
24.94
0.00
0.08
0.00
0.08
2804
1 0.01
70775
1 17.72
0.00
0.00
24.94
0.00
0.08
0.00
0.08
2808
0.0
70756
17.72
0.00
0.00
24.93
0.00
0.08
0.00
0.08
2812
0.0
70738
17.72
0.00
0.00
24.93
0.00
0.08
0.00
0.08
2816
0.0
70720
17.72
0.00
0.00
24.93
0.00
0.08
0.00
0.08
2820
0.0
70701
17.71
0.00
0.00
24.92
0.00
0.08
0.00
0.08
2824
1 0.0
70683
17.71
0O0
0.00
24.92
0.00
0.08
0.00
0.08
2828
1 0.0
70665
17.71
0.00
0.00
2a.92
0.00
0.08
D.00
0.08
2832
10.0
70647
17.71
0.00
0.00
24.91
0.00
0.08
0.00
0.08
2831
1A
70629
17.71
0.00
0.00
24.91
0.00
0.08
0.00
0.08
2840
0.0
70610 1
17.71
0.06
0.00
24.90
0.00
0.08
0.00
0.08
2844
0.0
70592 117.71
0.00
0.00
24.90
0.00
0.08
0.00
0.08
2848
0.0
70574
17.71
0.00
0.00
24.90
0.00
0.08
0.00
0.08
2852
0.0
70556
17.71
0.00
0.00
24.89
0.00
0.07
0.00
0.07
2856
0.0
70538
17.71
0.00
0.00
24.89
0.00
0.07
0.00
0.07
2860
0.0
70520
17.71
0.00
0.00
24.88
0.00
007
0.00
0.07
2864
0.0
70503
11-11
0.00
0.00
24.88
0.00
0.07
0.00
0.07
2868
0.0
70485
17.70
0.00
0.00
24.88
0.00
ff 7
0.00
0.07
2872
0.0
70467
17.70
0.00
000
24.87
0.00
0.07
0.00
0.07
2876
0.0
70449
17.70
0.00
0.00
24.87
0.00
0.07
0.00
0.07
2880
0.0
70431
17.70
0.00
0.00
24.87
0.00
0.07
0.00
0.07
2884
0.0
70414
17.70
0.00
0.00
24.86
0.00
0.07
0.00
0.0]
2888
0.0
70396
77.70
0.001
0.00
24.86
0.00
0.07
0.00
0.07
2892
1 0.0
70378 1
17.70
1 0.001
0.00
24.85
0.00
0.07
0.00
0.07
2896
1 0.0
70361 1
17.70
1 0,00i
24.85
0.00
0.07
0.00
0.07
2900
0.0
70343 1
17.70
0.00
0.00
24.85
0.00
0.07
0.00
10.07
2904
0.0
70326
17.70
0.00
0.00
24.84
0.00
0.07
0.00
0.07
2908
1 0.0
70308
17.70
0.00
0.00
24.84
0.00
0.07
0.00
0.07
2912
0.0
70291
17.70
0.00
0.00
24.84.
0.00
0.07
0.00
0.07
2916
0.6
70273
17.59
0.00
0.00
24.83
0.00
0.07
0.00
0.07
2920
0.a
70256
17.69
0.00
0.00
24.83
0.00
0.07
0.00
0.07
2924
0.0
70230
17.69
0.00
000
24.82
0.00
0.07
0.00
0.07
2928
0.0
70221
t7.69
0.00
0.00
24.82
0.00
0.07
0.00
0.07
2932
0.0
7D204
17.69
0.00
0.00
24.82
0.00
0.07
0.00
0.07
2936
0.0
70187
77.69
000
0.00
24.81
0.00
0.07
0.00
O.D7
2940
0.0
70169
17.69
0.00
0.00
24.81
0.00
0.07
0.00
0.07
2944
0.0
70152
17.69
0.00
0.00
2d.81
0.00
0.07
0.00
0.07
2948
0.0
70135
17.69
0.00
0.00
24.80
0.00
0.07
0.00
0.07
2952
0.0
70118
17.69
0.00
0.00
24.80
0.00
0.07
0.00
0.07
2956
0.0
70101
17.69
0.00
0.00
24.80
0.00
0.07
0.00
0.07
2960
0.0
70084
17.69
0.00
0.00
24.79
0.00
0.07
0.00
0.07
2964
0.0
70067
17.69
0.00
0.00
24.79
0.00
0.07
0.00
0.07
2968
0.0
70050
17.68
0.00
0.00
24.78
0.06
0.07
0.00
0.07
2972
0.0
70033
17.68
0.00
0.00
24.78
0.00
0.07
0.00
0.07
2976
0.0
70016
17.68
0.00
0.00
24.78
0.00
0.07
0.00
0.07
2980
0.0
69999
17.68
0.00
0.00
24.77
0.00
0.07
0.00
0.07
2984
0.0
69982
17.68
0.00
0.00
24.77
0.00
0.07
0.00
0.07
2988
0.0
69966
17.68
0.00
0.00
24.77
0.00
0.07
0.00
0.07
2992
0.01
69949
17.68
0.00
0.00
26.]6
0.00
0.07
0.00
0.07
2996
0.01
69932
17.68
0.00
0.00
24 76
0.00
0.07
0.00
0.07
3000
0.0
69916
17.60
0.00
0.00
24.76
0.00
0.07
0.00
0.07
3004
0.0
69899
17.68
0.00
0.00
24.75
0.00
0.07
0.00
0.07
3008
0.0
69882
17.68
0.00
0.00
24.75
0.00
0.07
0.00
0.07
3012
0.0
69866
17.68
0.00
0.00
24.75
0.00
0.07
0.00
0.07
3016
a 'I
NM
1L68
0,00
0.00
24.74
0.00
O.
0.00
0.07
3020
0.0
69833
17.67
0.00
0.00
24.74
0.00
0.07
0.00
0.07
3024
0.0
69816
17.67 1
0.001
0.00
24.73
0.00
0.07
0.00
0.07
3028
0.0
69000
17.67
0.00
000
24.73
0.00
0.07
0.00
0.07
3032
0.0
69783
1Z67
0.00
0.00
24.73
0.00
0.07
0.00
0.07
3036
0.0
69767
17.67 1
0,0011
0.00
24.72
0.00
0.071
0.07
3040
0.0
69751
17.67 1
0.00
0.00
2472
0.00
0.07
0.00
0.07
11 of 17

N,N 1 9 7008
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
3044
0.0
69734
1 17.67
0.00
0.00
24.72
0.00
0.07
0.00
0.07
3048
0.0
69718
1 17.67
0.00
0.00
24.71
0.00
0.07
0.00
0.07
3052
0.0
69702
17.67
0.00
0.00
24.71
0.00
0.07
0.00
0.07
3056
0.01
69686
17.67
0.00
0.00
24.71
0.00
0.07
0.001
0.07
3060
0.01
69670
17.67
0.00
0.00
24.70
0.00
0.07
0.00
0.07
3064
0.0
69654
17.67
0.00
0.00
24.70
0.00
0.07
0.00
0.07
3068
0.0
69638
17.67
0.00
0.00
24.70
0.00
0.07
0.00
0.07
3072
0.0
69622
17.66
0.00
0.00
24.69
0.06
0.07
0.00
0.07
3076
0.0
69606
17.66
0.00
0.00
24.69
0.00
0.07
0.00
0.07
3080
0.0
69590
17.66
0.00
0.00
24.69
0.00
0.07
0.00
0.07
3084
0.0
69574
17.66
0.00
0.00
24.68
0.00
0.07
0.00
0.07
3088
0.0
69558
17.66
0.00
0.00
24.68
0.00
0.07
0.00
0.07
3092
0.0
69542
1 17.66
0.00
0.00
24.68
0.00
0.07
0.00
0.07
3096
0.0
69526
1 17.66
0.00
0.001
24.671
0.00
0.07
0.00
0.07
3100
0.0
69510
1 17.66
0.00
0.00
24.67
0.00
0.07
0.00
0.07
3104
0.0
69495
17.66
0.00
0.00
24.67
0.00
0.07
0.00
0.07
3108
0.0
69479
1 17.66
0.00
0.00
24.66
0.00
0 07
0.00
0.07
3112
0.0
69467
17.66
0.00
0.00
24.66
0.00
0.07
0.00
0.07
3116
0.0
69448
1 17.66
0.00
omj
24.66
0.00
0.06
0.00
0.06
3120
0.0
69432
17.66
0.00
0.00
24.65
0.00
0.06
0.00
0.06
3124
0.0
69417
17.66
0.00
0.00
24.65
0.00
0.06
0.00
0.06
3128
0.0
69401
17.65
0.00
0.00
24.65
0.00
0.06
0.00
0.06
3132
0.0
69385
17.65
0.00
0.00
24.64
0.00
0.06
0.00
0.06
3136
0.0
69370
17.65
0.00
0.00
24.64
0.00
0.06
0.00
0.06
3140
0.0
69355
t7.65
0.00
0.00
24.64
0.00
0.06
0.00
0.06
3144
0.0
69339
17.65
0.00
0.00
24.63
0.00
0.06
0.00
0.06
3148
0.0
69324
17.65
0.00
0.00
24.63
0.00
0.66
0.00
0.06
3152
0.0
69309
17.65
0.00
0.00
24.63
0.06
0.06
0.00
0.06
3156
0.0
69293
17.65
0.00
0.00
24.62
0.00
0.06
0.00
0.06
3160
0.0
69278
17.65
0.00
0.00
24.62
0.00
0.06
0.00
0.06
3164MO.O69172
63
17.65
0.00
0.00
24.62
0.00
0.06
0.00
0.06
316848
17.65
0.00
0.00
24.61
0.00
0.06
0.00
0.06
317233
17.65
0.00
0.00
24.61
0.00
0.06
0.00
0.06
317618
17.65
0.00
0.00
24.61
0.00
0.06
0.00
0.06
318002
17.65
0.00
0.00
24.60
0.00
0.06
0.00
0.06
318487
17.64
0.00
0.00
24.60
0.00
0.06
0.00
0.06
318872
17.6d
0.00
0.00
24.60
0.00
0.06
0.00
0.06
319258
17.64
0.00
000
24.59
0.00
0.06
0.00
0.06
3196
0.0
69143 1
17.64 1
0.00
0.00
24.59
0.00
0.06
0.00
0.06
3200
0.0
69128
17.64
0.00
0.00
24.59
0.00
0.06
0.001
0.06
3204
0.0
69113
17.64
0.00
0.00
24.58
0.00
0.06
0.00
0.06
3208
0.0
69098
17.64
0.00
0.00
24.58
0.00
0.06
0.00
0.06
3212 1
0.0
69083
17.64
0.00
0.001
24.581
0.00
0.06
0.001
0.06
3216
0.0
69069
17.64
0.00
0.00
24.57
0.00
0.06
0.00
0.06
3220
0.0
69054
17.64
0.00
0.00
24.57
0.00
0.06
0.00
0.06
3224
0.0
69039
17.64
0.00
0.00
24.57
0.00
0.06
0.00
0.06
3228
0.0
69025
17.64
0.00
0.00
24.56
0.00
0.06
0.00
0.06
3232
0.0
69010
17.64
0.00
0.00
24.56
0.00
0.06400
0.06
3236
0.0
68996
17.64
0.00
1.00
24.56
0.00
0. 6
0.06
3240
0.0
68981
17.64
0.00
0.00
24.55
0.00
0.06
0.06
3244
0.0
68967
17.63
0.00
0.00
24.55
0.00
0.06
0.06
3248
0.0
68952
17.63
0.00
0.00
24.55
0.00
0.06
0.06
3252
0.0
68938
17.63
0.00
0.00
24.55
0.00
0.06
0.06
3256
0.0
68923
17.63
0.00
0.00
24.54
0.00
0.06
0.06
3260
0.0
68909
17.63
000
0.00
24.54
0.00
0.06
0.06
3264
0.01618�9�1
17.63
0.00
0.00
24.54
0.00
0.063268
0.0
17.63
0.00
000
24.53
0.00
0.06
0.06
3272
0.0
17.63
0.00
0.00
24.53
0.00
0.06
0.00
0.06
3276
0.0
17.63
0.00
0.00
24.53
0.00
0.06
0.00
0.06
3280
0.0
17.63
000
000
24.52
0.00
0.06
0.00
0.06
3284
0.0
17.63
0.00
0.00
24.52
0.00
0.06
0.00
0.06
3288
0.0
17.63
0.00
0.00
24.52
0.00
006
0.00
0.06
3292
0.0
17.63
0 001
0001
24.51
0.00
0.06
0.00
0.06
3296
0.0
68782
17.63
0.00
0.00
24.51
0.00
0.06
0.00
0.06
3300
0.0
68768
17.63
0.00
0.00
24.51
0.00
0.06
0.00
0.06
3314
0.0
68754
17.62
0.00
0.00
24.51
0.00
0.06
000
0.06
3308
0.0
68]d0
17.62
0.00
0.00
24.50
0.00
0.06
0.00
0.06
3312
0.0
68726
17.62
0.00
0.00
24.50
0.00
0.06
0.00
0.06
3316
0.0
68712
17.62
0.00
0.00
24.50
0.00
0.06
0.00
0.06
3320
0.0
68698
17.62
0.00
0.00
24.49
0.00
0.06
0.00
0.06
3324
0.0
68685
17.62
0.00
0.00
24.49
0.00
0.06
000
0.06
12 of 17

CAMP LEJEUNE NOV 1 9 2008
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT ---
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(tt3)
(ff.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(ch)
3328
0.0
68671
17.62
0.00
0.00
24.49
0.00
0.06
0.00
0.06
3332
0.0
68657
17.62
0.00
0.00
24A8
0.00
0.06
0.00
0.06
3336
0.0
68644
17.62
0.00
0.00
24.48
0.00
0.06
0.00
0.06
3340
0.0
68630
17.62
0.00
0.00
24.48
0.00
0.06
0.00
0.06
3344
0.0
68616
17.62
0.00
0 00
24 48
0.00
0.06
0.00
0.06
3348
0.0
68603
17.62
0.00
0.00
24.47
0.00
0.06
0.00
0.06
3352
0.0
68589
17.62
0.00
0.00
24.47
0.00
0.06
0.00
0.06
3356
0.0
68576
17.62
0.00
0.00
24.47
0.00
0.06
0.00
0.06
3360
0.0
68562
17.62
0.00
0.00
24A6
0.00
0.06
0.00
0.06
3364
0.0
68549
17.61
0.00
0.00
24.46
0.00
0.06
0.00
0.06
3368
0.0
68536
17.61
0,001
ofloj
24 46
0.00
0.06
0.00
0.06
3372
0.0
68522
1 17.61
0.001
0001
24.46
0.00
0.06
0.00
0.06
3376
0.0
68509
77.61
0,00
0.00
24.45
0.00
0.06
0.00
0.06
3380
0.0
68496
17.6t
0.00
0.00
2445
0.00
0.06
0.00
OA6
3384
0.0
68483
17.61
0.00
0.00
24.45
0.00
0,05
0.00
0.05
3388
0.0
68469
17.61
1 0.001
0.001
24.44
0.00
00
0.05
3392
0.0
68456
17.61
0.00
0.00
24.44
0.00
00
0.05
3396
0.0
68443
17.61
0.00
0.00
24.44
0.00
.00
0.05
3400
0.0
68430
17.61
0.00
0.00
24,44
0.00
.00
0.05
3404
0.0
68417
17.61
0.00
0.00
24.43
0.00
.00
0.05
3408
0.0
68404
17.61
0.00
0.00
24.43
0.00
.00
U50.
0.05
3412
0.0
68391
17.61
0.00
0.00
24.43
0.00
.00
0.05
3416
0.0
68378
17.61
0.00
0.00
24 42
0.00
.00
0.05
3420
0.0
68365
17.61
0.00
0.00
24.42
0.00
.00
0.05
3424
0.0
68352
17.6t
000
0.00
24.42
000
.00
0.05
3428
0.0
68340
17.61
0.00
0.00
24.42
000
0.0
.00
0.05
3432
0.0
68327
17.60
0.00
0.00
24.41
0.00
0.05
0.00
0.05
3436
0.0
68314
17.60
0.00
0.00
24.41
0.00
0.05
0.00
0.05
3440
0.0
68301
17.60
0.00
0.00
24.41
0.00
0.05
0.00
0.05
3444
0.0
68289
17.60
0.00
0.00
24.40
0.00
0.05
0.00
0.05
3448
0.0
68276
17.60
0.00
0.00
24.40
0.00
0.05
0.00
0.05
3452
0.0
68263
17.60
0.00
0.00
2d 40
0.00
0.05
0.00
0.05
3456
0.0
68251
17.60
0,00
0.00
24.40
0.00
0.05
0.00
0.05
3460
0.0
68238
17.60
0.00
0.00
24.39
0.00
0.05
0.00
0.05
3464
0.0
68226
17.60
0.00
0.00
24,391
0.00
0.05
0.00
0.05
3468
0.0
68213
17.60
1 0001
0.00
24.391
0.00
0.05
0.00
OAS
3472
0.0
68201
17.60
0.00
0.00
24.39
0.00
0.05
0.00
0.05
3476
0.0
68189
17.60
0.00
0.00
24.38
0.00
0.05
0.00
0.05
3480
0.0
68176
17.60 1
0,001
0ml
24.38
0.00
0.05
0.00
0.05
3484
0.0
68164
17.60
0.00
0.00
24.38
0.00
0.05
0.00
0.05
3488
0.0
68152
17.60
0.00
0.00
24.37
0.00
0.05
0.00
0.05
3492
0.0
68139
17.60
0.00
0.00
24.37
0.00
0.05
0.00
0.05
3496
0.0
68127
17.60
0.00
0.00
24.37
0.00
0.05
0.00
0.05
3500
0.0
68115
17.59
0.00
0.00
24.37
0.00
0.05
0.00
0.05
3504
0.0
68103
17.59
0.00
0.00
24.36
0.00
0.05
0.00
0.05
3508
0.0
68091
17.59
0.00
0.00
24.36
0.00
0.05
0.00
0.05
3512
0.0
68079
17.59
0001
0.00
24.361
0.00
0.05
0.00
0.05
3516
0.0
68067
17.59
0.001
0.00
24,361
0.00
0.05
0.00
0.05
3520
0.0
68055
17.59
0.00
0.00
24.35
0.00
0.05
0.00
0.05
3524
011
68043
17.59 1
0 OOJ
0.00
24.351
O.DD
0.05
0.00
0.05
3528
0.0
68031
17.59
0.00
0.00
24.351
0.00
0.05
0.06
0.05
3532
0.0
68019
17.59
0.001
0.00
24.351
0.00
0.05
0.00
0.05
3536
0.0
68007
17.59
0.00
0.00
24.34
0.00
0.05
0.00
0.05
3540
0.0
67995
17.59
0.00
0.00
24.34
0.00
0.05
0.00
0.05
3544
0.0
67984
17.59
0.00
0.00
24.34
0.00
6.05
0.00
0.05
3548
0.0
67972
17.59
0.00
0.00
24.34
0.00
0.05
0.00
0.05
3552
0.0
67960
17.59
0.00
0.00
24.33
0.00
0.05
0.00
0.05
3556
0.0
67949
17.59
0.00
0.00
24.33
0.00
0.05
0.00
0.05
3560
0.0
67937
17.59
0.00
0.00
24.33
0.00
0.05
0O0
0.05
3564
0.0
67925
17.59
0.00
0.00
24.33
000
0.05
0.00
0.05
3568
0.0
67914
17.59
0.00
0.00
24.32
0.00
0.05
0.00
0.05
3572
D.0
67902
17.58
0.00
0,00
24.32
0.00
0.05
0.00
0.05
3576
0.0
67891
t7.58
0.001
0.00
24 321
0.00
0.05
0.00
0.05
3580
0.0
67879 1
17.58
0.00
0.00
24.32
0.00
0.05
0.00
0.05
3584
0.0
67868
17.58
0.00
0.00
24.31
0.00
0.05
0.00
0.05
3588
0.0
67857
17.58
0.00
O.OD
24.31
0.00
0.05
0.00
0.05
3592
0.0
67845
17.58
0.00
0.00
24.31
0.00
O.OS
0.00
0.05
3596
0.0
67874
77.58
0.00
0.00
24.31
0.00
0.05
0.00 11
0.05
3600
0.0
67823
17.58
0.00
0.00
24.30
0.00
0.05
0.00
0.05
3604
0.0
67812
17.58
0.00
0.00
24.30
0.00
0.05
0.00
0.05
3608
0.0
67800
17.58
0.00
0.00
24.30
0.00
0.05
0.00
0.05
13 of 17

CAMP LEJEUNE NU4 Y 3 2008
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(ft.)
(cfs)
jets)
(cis)
(cis)
(cfs)
(cfs)
(cfs)
3672
0.0
67789
17.58
0.00
0.00
24.30
0,00
0.05
0.00
0.05
3616
0.0
67778
17.58
0,00
0.00
2a.29
0.00
0.05
0.00
0.05
3620
0.0
67767
17.58
0.00
0.00
24.29
0.00
0.05
0.00
0.05
3624
0.0
67756
17.58
100
0.00
24.29
0.00
0.05
0.00
0.05
3628
0.0
67745
17.58
0.00
0.00
24.29
0.00
0.05
0.00
0.05
3632
0.0
67734
17.58
0.00
0.00
24.28
0,00
0.05
0.00
0.05
3636
0.6
67723
17.58
0.00
0.00
24.28
0.00
0.05
0.00
0.05
3640
0.0
67712
17.58
0.00
0.00
24.28
0.00
0.05
0.00
0.05
3644
0.0
67701
17.58
0.00
0.00
24, 8
0.00
0.05
0.00
0.05
3648
0.0
67690
17.58
0.00
0.00
24.27
0.00
0,04
0.00
0.04
3652
0.0
67680
17.57
0.00
0.00
24.27
0.00
0.04
0.00
0.04
3656
0.0
67669
17.57
0.00
0.00
24.27
0.00
0.04
0.00
0.04
3650
0.0
67658
17.57
0.00
0.00
24.27
0.00
0.04
0.00
0.04
3664
0.0
67648
17.57
0.00
0.00
24.2fi
0.00
0.04
0.00
0.04
3668
0.0
67637
17.57
0.00
0.00
24.26
0.00
0,04
0.00
0.04
3672
0.01
67626
17.57
0.00
0.00
24.26
0.00
0.041
0.00
0.04
3676
0.01
67616
17.57
0.0000
0.00
24.26
0.00
0.04
0.00
0.04
3680
0.0
67605
17.57
0.
0.00
24.25
0.00
0,04
0.00
0.04
3684
1 0.01
67595
17.57
0.00
0.00
24.25
0.00
0,04
0.00
0.04
3688
1 0.01
67584
17.57
0.00
0.00
24.25
0.00
0.04
0.00
0.04
3692
1 0.01
67574
17.57
0.00
0.00
24.25
0.00
0.04
0.00
0.04
3696
0.0
67563
17.57
0.00
0.00
24.25
0.00
0.04
0.00
0.04
3700
0.0
67553
17.57
0.00
0.00
24.24
0.00
0.04
0.00
0.04
3704
0.0
67543
17.57
0.001
0-00
24.24
0.00
0.04
0.00
0.04
3708
0.0
67532
17.57
0.00
0.00
24.241
0.00
0.04
0.00
0.04
3712
0.0
67522
17.57
0.00
0.00
24.24
OW
0.04
0.00
0.04
0.0
67512
17.57
0.00
0.00
24.23
0.00
0.04
0.00
0.04
0.0
67502
17.57
0.00
000
24.23
0.00
0.04
0.00
D.Dd
0.0
*37360.01
67492
17.57
0.00
0.00
24.23
0.00
0.04
0.00
0.04
0.0
67482
17.57
0.00
0,00
24.23
0.00
0.04
0.00
0.04
0.0
67471
17 56
0.00
0.00
24.23
0.00
0.04
0.00
0.04
67461
17.56
0.00
0,00
24.22
0.00
0.04
0.00
0.04
3740
0.0
67451
17.56
0.00
0.00
24.22
0.00
0.04
0.00
0.04
3744
0.0
67442
17.56
0.00
0.00
24.22
0.00
0.04
0.00
0.04
3748
0.0
67432
17.56
0,00
0.00
24.22
0,00
0.04
0.00
0.04
3752
0.0
67422
17.56
0.00
0.00
24.21
0.00
0.04
0.00
0.04
3756
0.0
67612
17.56
0.00
0.00
24.
.001
0.04
0.001
0.04
3760
0.01
67402 1
17.56
0.00
0.00
24.21
0.001
0,041
0.001
0.04
3764
0.0
67392
17.56
0.00
0.00
24.21
0,00
0.04
0.00
0.04
3768
O.D
67383
17.56
0.00
0.00
24.21
0.00
0.04
0.00
0.04
3772
0.01
67373 1
17.56
0.00
0.00
24.20
0.00
0.04
0.00
0.04
3776
0.01
67363 1
17.56
0.00
0.00
24.20
0.00
O.Od
0.00
0.06
3780
O.D
67354
17.56
0.00
0.00
24.20
0.00
0.04
0.00
0.06
3784
0.0
67344
17.56
0.00
0.00
24.20
0.001
0,04
0.00
0.04
3788
D.0
67334
17.56
0.00
0.00
24.20
0.00
0.04
0.00
0.04
3792
0.0
67325
17.56
0.00
0.00
24.19
0.00
0.04
0.00
0.04
3796
0.0
67315
17.56
0.00
0.00
24.19
0.00
O.Od
0.00
0.04
3800
0.0
67306
17.56
0.00
0.00
24.19
0.00
0.04
0.00
0.04
3804
0.0
67297
17.56
0.00
0.00
24.19
0.00
0,04
0.00
0.04
3808
0.0
67287
17.56
0.00
OAO
24,18
0.00
0.04
0.00
0.0d
3672
0.0
67278
17.56
0.001
0.00
24.18
0.00
0.04
0.00
0.04
3816 1
0.6
67269
17.56 1
0.001
0.00
24.18
0.00
0.04
0.00
0.04
3820 1
0.0
551
0.00
0.00
24.18
0.00
0.04
0.00
0.04
3824
0.0
67250
17.55
0.00
0.00
24. 18
0.00
0.04
0.00
0.04
3121
1.0
67241
17.55
0.00
0.00
24.17
0.00
0.04
0.00
0.04
3832
5 .01
67232 1
17.55
0.00
0.00
24.17
0.00
0,04
0,00
0.04
3836
0.01
67223
17.55
0.00
0.00
24,17
0.00
0.04
0.00
0.04
3840 1
0.01
67213
17.55 I
0.00
0.00
24.17
0.00
0.04
0,00
0.04
3844
0.0
67204
17.55
0.00
0.00
24.17
0.00
0.04
0.00
0.04
3848
0.0
67195
17.55
0.00
0.00
24.16
0.00
0.04
0.00
0.04
3852
0.0
67186
17.55
0.00
0.00
24.16
0.00
0.04
0.00
0.04
3856
0.0
67177
17.55
0.06
0.00
24, 16
0.00
0.04
0.00
0.04
3860
0.0
67169
17.55
0,00
0.00
24,16
0.00
0.04
0,00
0.04
3864
0.0
67160
17.55
0.00
0.00
24.16
0,00
0.04
0.001i0.04
3868
0.0
67151
17.55
0.00
0.00
24,15
0.00
0.04
0.00
0.04
3872
0.0
67142
17.55
0.00
0,00
24.15
0.00
0.04
0.00
0.04
3876
0.0
67133
17.55
0.00
0.00
24.15
0.00
0.04
0.00
0.04
3880
O.0
67125
17.55
0,00
0.00
24.15
0.00
0,04
0.00
0.04
3684
0.0
67116
17.55
0.00
0.00
24.15
0.00
0.04
0.00
0.04
3888
0.0
67107
17.55
0.00
0.00
24.15
0.00
0.04
0.00
0.04
3892
0.0
67099
17.55
0.00
0001
24,14
0.001
0.04
0.00
0.04
14 of 17

LEJ
INFANTRY BNPI TERMNFACILITIES U 6UOU
WETPOND
1-YEAR STOM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
_ -
Emergency
Spillway
--
Total
Outflow
(min.)
(cfs)
(113)
(ft.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
lets)
(cfs)
3896
0.0
67090
17.55
0.00
0.00
24.14
0.00
0.04
0.00
0.04
3900
0.0
67082
17.55
0.00
000
24A4
0,00
0.04
0.00
0.04
3904
0.0
67073
17.55
0.00
0,00
24,14
0,00
0.04
0.00
0.04
3908
0.0
67065
17.55
0.00
0.00
24.14
0.00
0.04
0.00
0.04
3912
0.01
67056
17.55
1 0.001
0.00
24.13
0.00
0.03
0.00
0.03
3916
0.01
67048
17.55
1 0.00
000
24.13
0.00
0,03
0.00
0.03
3920
0.01
67039
17.54
1 0.00
0.00
24.13
0,00
0.03
0.00
0.03
3924
0.0
j 67031
17.54
"21
0.00
24.13
0.00
0.03
0.00
0.03
3928
0.0
67023
17.54
0.00
0.00
24,13
0.00
0.03
0.00
0.03
3932
0.01
67015
1 17.54
0.001
0.00
24.12
0.00
0.03
0.00
0.03
3936
0.01
67006
1 17.54
0001
0.00
24.12
0.00
0.03
0.00
0.03
3940
0.01
66998
1 17.54
0.00
0.00
24.12
0.00
0.03
0.00
0.03
3944
0.01
66990
17.54
0.00
0.00
24.12
0.00
0,03
0.00
0.03
3948
0.0
66982
17.54
0.00
000
24.12
0.00
0,03
000
0.03
3952
0.0
66974
17.54
0.00
0.00
24.12
0,00
0,03
0.00
0.03
3956
0.0
66966
17.54
0,00
0.00
24.11
0,00
0.03
0.00
0.03
3960
0.0
66958
17.54
0.00
0.00
24.11
0,00
0,03
0.00
0.03
3964
0.0
66950
17.54
0.00
0.00
24AI
0.00
0.03
0.00
0.03
3968
0.0
66942
17.54
0,00
0.00
24,11
0.00
0.03
0.00
0.03
3972
0.0
66974
17.54
0.00
0.001
24,11
0.00
0.03
0.00
0.03
3976
0.0
66926
17.54
0.00
Okol
24.10
0.00
0.03
0.00
0.03
3980
0.0
66918
17.54
0.00
0.00
24.10
0.00
0,03
0.00
0.03
3984
0.0
6fi9tt
17.54
0.00
0.00
24.10
0.00
0.03
0.00
0.03
3988
0.0
66903
1754
aml
0.00
24.10
O.00j
0.03
0.00
0.03
3992
0.0
66895
17.54
0,00
0.00
24.10
000
0.03
0.00
0.03
3996
0.0
66887
17.54
1 0.001
0.00
24.10
0.00
0,03
0.00
0.03
4000
1 0.01
66880
17.54
1 0,001
0.00
24.09
0.00
0.03
0.00
0.03
4004
0.01
66872
1 17.54
0-00
0.00
24.09
0.00
0.03
0,00
0.03
4008
0.0
66865
1].54
0.00
0.00
24.09
0.00
0.03
0.00
0.03
4012
1 O.Oj
66857
1 17.54
j 0.001
0.00
24.09
0.00
0.03
0.00
0.03
4016
1 0.01
66850
1 17.54
0001
0.00
2409
0.00
0.03
0,00
0.03
4020
1 0.01
66842
1 17.54
0.00
0.00
24.09
0.00
0.03
0.00
0.03
4024
0.0
66835
17.54
0.00
0.00
24.08
0.00
0,03
0.00
0.03
4028
0.0
66827
17.53
0.00
0.00
24.08
0.00
0.03
0.00
0.07
4032
0.01
66820
17,55
0.00
0.00
24.08
0.00
0.03
0.00
0.03
4036
0.0
66813
17.53
0.00
0.00
24.08
0.00
0.03
0.00
0.03
4040
0.0
66806
17.53
000
0.00
24.08
0,00
0.03
0.00
0.03
4044
0.0
66798
17.53
0,00
0.00
24.08
0.00
0.03
0.00
0.03
4048
0.0
66791
17.53
0.00
0.00
24.07
0.00
0.03
0,00
0.03
4052
0.0
66784
17.57
0.00
0.00
24.07
0.00
0.03
0.00
0.03
4056
0.0
66777
17.53
0.00
0,00
24 071
0.00
0.03
0.00
0.07
4060
0.0
66770 1
17.53
6.00
0.00
24.071
0.00
0,03
0.00
0.03
4064
0.0
66763
17.53
0.00
0.00
24.07
0,00
0,03
0.00
0.03
4068
0.0
66756
17.53
0.00
0,00
24,07
0.00
0.03
0.00
0.03
4072
0.0
66749
17.53
0.00
0.00
24,07
000
0,03
0.00
0.03
4076
0.0
66742
17.SJ
0.00
0,00
24.06
0,00
0.03
0,00
0.03
4080
0.0
66735
17.53
0.00
0,00
24,06
0.00
0.03
0.00
0.07
4084
0.0
66728
17.53
0.00
0.00
24.06
0.00
0.03
0.00
0.03
4088
0.0
66721
17.53
0.00
0.00
24,06
0.00
0.03
0.00
0.03
4092
0.0
66 114
17.53
0.00
0,00
24.06
0.00
0.03
0.00
0.03
4096
0.0
66708
17.53
0.00
0.00
24.06
0.00
0.03
0.00
0.03
4100
0.0
66701
17.53
mol
0.00
24.05
0.00
0.03
0.00
0.03
4104
0.0
66694
17.53
0.00
0.00
24,05
0.00
0.03
0.00
0.03
4108
0.0
66688
17.53
0.00
0.00
24.05
0.00
0,03
0.00
0.03
4112
0.0
66681
17.53
0001
0.00
24.05
0.00
0.03
0.00
0.03
4116
0.0
66574
17.53
0,001
0.00
24.05
0.00
0.03
0,00
0.03
4120
0.0
66666
17.53
---0.00-L
0.00
24,05
0 00
0.03
0.00
0.03
4124
0.0
66661
17.53
0.00
0.00
24.05
0.00
0.03
0.00
0.03
4128
0.01
66655
17.53
0.00
0.00
24.04
0.00
0,03
0.00
0.63
4132
0.01
66648
17.53
0001
0,00
24,041
0.00
0.03
0.00
0.07
4136
0.01
66642 1
17. SJ
0.00
0.00
24,04
0.00
0.03
0.00
0.01
4140
0.0
66636
17.57
0.00
0.00
24.04
0.00
0.03
0.00
0.03
4144
0.0
66629
17.53
0.00
0.00
24.O4
0.00
0.03
0.00
0.03
4148
0.0
66623
17.53
0.06
0.00
24.04
0.00
0,03
0.06
0.03
4152
0.0
66617
17.52
0.00
0.00
24.04
0,00
0.03
0,00
0.03
4156
0.0
66611
17.52
0.00
0.00
24.03
0.00
0.03
0.00
0.03
4160
0.0
66604
17.52
0.00
0.00
24.03
0.00
0.03
0.00
0.03
4164
0.0
66598
17.52
0.00
0,00
24,03
0.00
0.03
0.00
0.03
4168
0.0
66592
17.52
0.00
0.00
24,03
0.00
0.03
0,00
0.03
4172
0.0
66586
17.52
0.00
0.00
24.03
0.00
0.03
0.00
0.03
4176
0.0
66580
17,52
0.00
0.00
24.03
0.00
0.02
0.00
002
15 of 17

CAMP LEJEUNE Nuv 1 �Uva
INFANTRY BN INTERIM FACILITIES
WET POND
1-YEAR STOM EVENT _
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ff3)
(11.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
4180
0.0
66574
17.52
0,001
0.00
24.03
0.00
0.02
0.00
0.02
4184
0.0
66568
17.52
0,00
0.00
24,03
0.00
0.02
0.00
0.02
4188
0.0
66562
17.52
0.00
0.00
24.02
0.00
0.02
0.00
0.02
4192
0.0
66556
17.53
0.00
0.00
24.02
0.00
0.02
0.00
0.02
4196
0.0
66510
17.52
0,00
0.00
24.02
0.00
0.02
0.00
0.02
4200
0.0
66545
17.52
0.00
0.00
24.02
0.00
0.02
0.00
0.02
4204
0.0
66539
17.52
0.00
0.00
24.02
0.00
0.02
0.00
0.02
4208
0.0
66533
17.52
0.00
0.00
24.02
0,00
0.02
0.00
0.02
4212
0.0
66527
17.52
0.00
0.00
24,02
0.00
0.02
0.00
0.02
4216
0.0
66522
17.52
0.00
0.00
24.01
0.00
6.02
0.00
0.02
4220
0.0
66516
17.52
0.00
0.00
24.01
0.00
0.02
0.00
0.02
4224
0.0
66510
17.52
0.00
0.00
21.01
0.00
0,02
0.00
0.02
4228
0.0
66505
17.52
0.00
0.00
24.01
0.00
0.02
0.00
0.02
4232
0.0
66499
1L52
0,001
OBDI
24.01
0,001
0,02
0.00
0.02
4236
0.0
66494
17.52
0.001
0.001
24.01
0.00
0.02
0.00
0.02
4240
0.0
66488
17.52
0.00
0.00
24.01
0.00
0.02
0.00
0.02
4244
0.0
66483
17.52
0,00
0,001
24.01
0.00
0.02
0,00
0.02
4248
0.0
66478
17.52
0.001
0.00
24.01
0.00
0.02
0.00
0.02
4252
0.01
66472
1 17.52
oml
0.001
24,00
0,00
0.02
0.00
0.02
4256
0.01
66467 1
17.52
0.00
0 ooj
24.00
0,00
0.02
0.00
0.02
4260
0.01
66462 1
17.52
0.60
0.00
24.00
0.00
0,02
0.00
0.02
4264
0.0
66457 1
17.52
0.0020BO
24,00
0.00
0.02
0,00
0.02
4268
0.0
66457
17.52
0.0024,00
0.00
0.02
0.00
0.02
4272
0.0
664d6
17.52
0,0024.00
0.00
0,02
0.00
0.02
4276
0.0
66441
17.52
0,0024.00
0.00
0,02
0.00
0.02
4280
0.0
66436
17.52
0.0024,00
0.00
0,02
0.00
0.02
4284
0.0
66431
17.52
0.0023.99
0.00
0.02
0.00
0.02
4288
0.0
66426
17.52
0,0023.990.00
002
0.00
0.02
4292
0.0
66421
1].52
0.0023.99
0.00
0.02
0.00
0.02
4296
0.0
66416
17.52
0.00
0.00
23.99
0.00
0.02
0.00
0.02
4300
0.0
66411
17.52
0.00
0.00
23.99
0.00
0.02
0.00
0.02
4304
0.0
66d06
17.52
0.00
0.00
23.99
0.00
0.02
0.00
0.02
4308
0.0
66401
1L51
0001
0.001
23.99
0.00
0.02
0.00
0.02
4312
0.0
66397
17.51
0.001
0.00
23.99
0.00
0.02
0.00
0.02
4316
0.0
66392
17.51
0.00
0.00
23.99
0.00
0,02
0.00
0.02
4320
0.0
66387
17.51
0001
0.00
23.981
0.00
0.02
0.00
0.02
4324
0.0
66382
17.51
0.001
0.00
23.981
0.00
0.02
0.00
0.02
4328
0.6
66378
17.51
.0.001
0,00
2198F
0.00
0,02
0.00
0.02
4332
0.0
66373
17.51
0001
0,00
23.981
0.00
0.02
0.00
0.02
4336
0.0
66369
17.51
0201.
0.00
23.98
0.00
0.02
0.00
0.02
4340
0.0
66360
17.51
0.00
0.00
23.981
0.00
0,02
0.00
0.02
4344
0.0
66360
17.51
0.00
0.00
23.98
0,00
0.02
0,00
0.02
4348
0.0
66355
17.51
0.00
0.00
23.981
0.00
0.02
0.00
0.02
4352
0.0
66351
17.51
OB01
0.00
23.98
0,00
0.02
0.00
0.02
4356 1
0,01
66346
17.51
0,00
0.00
23,98
0.00
0.02
0.00
0.02
4360
0.0
66342
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4364
0.0
66338
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4368
0.0
66333
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4372
0.0
66329
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4376
0.0
66325
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4380
0.0
66321
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4384
0.0
66317
i].51
0.00
0.00
23.97
0,00
0.02
0.00
0.02
4388
0.0
66312
17.51
0.00
0.00
23.97
0.00
0.02
0,00
0.02
4392
0.0
66308
17.51
0.00
0.00
23.97
0.00
0.02
0.00
0.02
4396
0.0
66304
17.51
0,00
0.00
23,97
0.00
0.02
0.00
0.02
4400
0.0
66300
17.51
0.00
0.00
23,97
0,00
0.02
0.00
0.02
4404
0.0
66296
17.51
0.00
0.00
23.96
0.00
0.02
0.00
0.02
4408
0.0
66293
17.51
0.00
0.00
23.96
0.00
0.02
0.00
0.02
4412
0.0
66289
17.51
0.00
0,00
23.96
0.00
U.Wi
Y 291
2
4416
0.0
66285
17.51
0.00
0.00
23.96
0.00
0.02
0.00
0.02
4420
0.0
66281
17.51
0.00
0.00
23.96
0.00
0.02
0.00
0.02
4424
0.0
66277
17.51
0.00
0.00
23.96
0.00
0.02
0.00
0.02
4428
0.0
66274
17.
oof
0.001
23,961
0,001
0.02
0.00U0.02
4432
0.0
66270
17.51
0.00
0.00
23.96
0.00
0.02
0,004436
0.0
66266
17.57
0,00
0.00
23,96
0.00
0.02
0,004440
0.0
66263
17.51
0.00
0.00
23,96
000
0.01
0004444
0.0
66259
17.51
000
000
23.96
0,00
0.01
0.004448
0.0
66255
17.51
0.00
0.00
2396
0.00
0,01
0.004452
0.0
66252
17.51
000
000
23.95
0.00
0.01
0.064456
0.0
66248
17.51
a.00
0,00
23.95
000
0.01
0.004460
0.0
66I45
17.51
0.00
0.00
23.95
000
001
000
16 of 17

CAMP LEJEUNE !" r ?Rr,g
INFANTRY BN INTERIM FACILITIES
WETPOND
1-YEAR STOM EVENT
Time
Inflow
Storage
Sla ge
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(W)
(tl.)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cis)
4464
0.0
66242
17.51
0.00
0.00
23.95
0.00
0.01
0.00
0.01
4468
0.0
66238
17.51
0.00
0.00
23.95
0.00
0.01
0.00
0.01
4472
0.0
66235
17.51
0.00
0.00
23.95
0.00
0.01
000
0.01
4476
0.0
66232
17.51
0.001
0.00
23.95
0.00
0.01
0.00
0.01
4480
0.0
66221
17.51
0.00
0.00
23.95
0.00
0.01
0.00
0.01
4484
0.0
56225
17.St
0.00
0.00
23.95
0.00
0.01
0.00
0.01
4488
0.0
66222
77.51
0.00
0.00
23.95
6.00
0.01
0.00
0.01
4492
0.0
66219
17.51
0.001
0,00
23.95
0.00
0.01
0.00
0.01
4496
0.0
66216
17.51
0.00
0.00
23.95
0.00
0.01
0.00
0.01
4500
0.0
66213
17.51
0.00
0.00
23.95
0.00
0.01
0.00
0.01
4504
0.0
66209
17.51
0.00
0.00
23.95
0.00
0.01
0,001
0.01
4508
0.0
66206
17.51
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4512
0.0
66204
17.51
0'00
0.00
23.94
0.00
0.01
0.00
0.01
4516
0.0
66201
17.51
0.00
0.00
23.94
0.001
0.01
0.00
0.01
4520
0.0
66198
17.51
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4524
0.0
66195
17.51
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4528
0.0
66192
17.50
0.00
0.00
23.94
mol
0.01
0.00
0.01
4532
0.0
66189
17.50
0.00
0.001
23.94
0.00
001
0.00
0.01
4536
0.0
66186
17.50
0.00
0.001
23.94
0.00
001
0.00
0.01
4540
0.0
66184
17.50
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4544
0.0
66181
17.50
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4548
0.0
66178
17.50
0001
0.00
23.94
0.00
0.01
0.00
0.01
4552
0.0
66176
17.50
1 0.001
0.00
23.94
0.00
0.01
0.001
0.01
4556
0.0
66173
17.50
1 0.00
0,001
23.941
0.00
0.01
0.00
0.01
4560
0.0
66171
17.50
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4564
0.0
66165
17.50
0.00
0.001
23.94
0.00
0.01
0.00
0.01
4568
0.0
66166
17.50
0.00
0.00
23.94
0.00
0.01
0.00
0.01
4572
0.0
66163
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4576
0.0
66161
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4580
0.0
66159
77.50
0.00
0.00
23.93
000
0.01
0.00
0.01
4584
0.0
66156
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4588
0.0
66154
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4592
0.0
66152
17.50
0.00
0.00
23.93
0.00
0,01
0.00
0.01
4596
0.0
66150
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4600
0.01
66148
17.50
0.00
0,001
23.93
0.00
0.01
0.00
0.01
4604
0.01
66145 1
17.50
0.001
0.001
23.93
0.00
0.01
0.00
0.01
4608
0.01
66147 1
17.50 1.
0.001
0.001
23.93
0.00
0.01
0.00
0.01
4612
0.01
66141 1
17.50 1
0.001
0.00
23.93
0.00
0.01
0.00
0.01
4616
0.01
66139
17.50
0.001
0.00
23.93
0.00
0.01
0.00
0.01
4620
0.01
66137
17.50 1
0,001
0.00
23.93
0.00
0.01
0.00
0.01
4624
0.01
66135 1
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.07
4628
0.0
66133
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4632
0.0
66132
17.50
0001
0.00
23.93
0.00
0.01
0.00
6. 11
4636
0.0
66130
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4640
0.0
66128
1Z50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4644
0.0
66126
17.50
0,001
0.00
23.93
0.00
0.01
0.00
0.01
4648
0.0
66124
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4652
0.0
66123
17.50
0,001
0.00
23.93
0.00
0.01
0.00
0.01
4656
0.0
66121
17.50
0.00
0.00
23.93
0.00
0.01
0.00
0.01
4660
0.0
66119
17.50 1
G.Uuj
0.00
21931
0.00
0.01
0.00
0.01
4664
0.0
66118
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
d668
0.0
66116
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4672
0.0
66115
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4676
0.0
66113
17.50
0.00
0.00
2192
0.00
0.01
0.00
0.01
4680
0.0
66112
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4684
0.0
66111
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4688
0.0
66109
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4692
0.0
66108
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4696
0.0
66107
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4700
0.0
66105
17.50
0.00
0.00
23.92
0.00
0.01
0.00
0.01
4704
0.0
66104
17.50
0.00
0.00
23.921
0.00
0.00
0.00
0.00
4708
0.0
66103
17.50
0.00
0.00
23.92
0.00
0.00
0.00
0.00
4712Mo..6
1102
17.50
0.00
0.00
2392
0.00
0.00
0.00
0.00
471666101
17.50
0.00
0.00
23.92
00000000
0.00
472066700
17.50
000
0.00
23.92
0.00
0.00
000
0. 00
472466099
17.50
0.00
0.00
23.92
0.00
000
0.00
0.00
472866098
17.50
000
0.00
23.92
000
000
0.00
0.06
473266097
17.50
000
000
23.92
0.00
0.00
0.06
0.00
473666096
17.50
0.00
0.00
2392
0.00
000
0.00
0.00
474066095
17.50
0.00
0.00
23921
0.00
0.00
0.00
0.00
17 of 17

35.0
25 0
3
0
LL 15.0
10.0
Wet Pond
1-yr Storm Event
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0 200 400 600 800
Time (min)
1000 1200
—�— Inflow
—fl— Outflow

CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
100-YEAR STORM EVENT
INFLOW HYDROGRAPH DATA
RISER/BARREL/SPILLWAY REQUIREMENTS
PRIMARY RISER
Peak Flow, Op=
33.5 cis
Riser diam.
36 (inJ
Time to Peak, To:
44.7 min
Riser invert elev.
18.60 (ft.)
Time Step =
10 onn
Cw riser
3.33
Ctl riser
0.60
PRIMARY BARREL
BASIN DATA
Barrel diam.
24 (in.)
Barrel inven elev.
13.50 (ftJ
Ks =
11030
Ctl barrel
0.60
b =
1.29
EMERGENCY SPILLWAY
Invert of Pond =
13.50 (fl.)
Weir length
20.00 (ft.)
Penn Pool Elev =
17.50 (ft.)
Weir crest elev.
19.50 (ft.)
Temp Pool Elev=
18.60 (ft.)
Cw weir
3.00
Top of bens =
20.00 (ft.)
Dra idown Orifice
OnOce diam. 2.5 (in)
Onli inv elev. 17.50 (ft,)
Ctl on6ce 0.60
OUTFLOW HYDROGRAPH
Peak Bow= 36.2 cis
Timelo peak= 60 orn
Maumum pond elevation = 19.53 MSL
N u v i y ?(11Cl6
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdowo
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ftm)
(ft) -
(c/s)
(cfs)
(cfs)
(cfs)
(cfs)
(ce)
(cfs)
0
0.0
66085
17.50
0,00
0.00
26.20
0.00
0.00
0.00
0.00
10
4.0
66085
17.50
0.00
0.00
26.20
0,00
0,00
0.00
0.00
20
14.0
68465
17.61
0.00
0.00
2668
0.00
0.05
0.00
0.05
30
25.3
76823
17.99
0.00
0.00
28,28
000
0A2
000
0.12
40
32.6
91938
18.67
1 0521
8.691
30,871
0.52
0.10
0 00
0.70
50
32.3
111059
19.08
25.86
31.91
1 33]5
25.86
0.23
0.00
26.09
80
108300
19.63
33.01
34.61
34.28
33.01
0.24
2.95
3620
70
19.d
19.0
108300
19.36
20.94
29.7d
33.36
20.94
0.22
0.00
21.17
BO
14.2
106982
19.31
18.71
29.64
33.17
18.71
0,22
0.00
18.93
90
10.6
1041U
mit,
1 14.16
26.10
32.75
14.15
021
000
14.37
100
].9
101873
19.09
10.84
2388
3242
11)B4
021
000
11.05
110
5.9
100000
19.01
8,321
32A31
8.32
0.20
0.00
8.52
120
4.4
98445
18.95
6.39 20.02
31,90
6.39
0.20
000
6.59
130
3.3
97152
18.89
4.92 18,35f
31.701
,92
0.19
0.00
5.11
140
2.5
96074
1 18.84
1 3791 16.821
31,53
379
0.19
000
3.98
150
1.9
95173
18.81
2.92 15.42
31.39
2.92
0.19
0.00
3.11
160
1.4
94419
IN
2.25 14.15
3t27
225
0.19
-0 Do
2.44
170
1.0
93786
18N
1]4 12.961
31.17
1.74
0.18
0.00
1.92
180
0.8
93253
1 18.72
1.341 1 Iml
31.081
1.34
0.18
0.00
1.52
190
0.6
92803
1 18.70
1 03 10.91
31,01
1.03
0.18
0 00
1.21
200
0.4
92431
18.69
0.79 9.99
30.95
0.]9
0.10
000
0.9]
210
0.3
92097
18.67
0.611 9.141
30.90
(T61
0.18
000
0.79
220
0.2
91820
18.66
1 0.461 8.34l
30,851
0.46
0,18
0,00
0.64
230
0.2
91582
18.65
035 7.59
30,81
0.35
0.18
0.00
0.52
240
0.1
91376
tB.6d
0.26 6,871
W,
0.26
0.18
0.00
0.43
250
0.1
91197
18.63
0.19 6.18
]5 30
0.19
0.17
0.00
0.36
260
0.11
SIMI)
1 18.63
0.13 5.s:Ij
30.731
0,13
OA7
0D0
091
270
0.1
1 90901
1
IB2
30.70
0.09
OA7
000
0.26
280
1 0.01
90778
1 18.61
0.061 4 121
30,681
0.06
0.17
0,00
0.23
290
1 0.01
90666
18.61
00311 3.361
30,671
003
0.17
0.00
0.20
300
0.0
90563
18.61
0.01 2.47
30.65
0.01
0.17
0.00
0.18
310
0.0
90466
18.60
0.00
1.11
30.63
0.00
0.17
-0-0
0.17
320
0.0
90373
18.60
OOD
0.00
30.62
0.00
0.1]
000
0.1]
330
0.0
90277
18.59 1
0.001
0.001
30.601
0,00
00
0.17
340
0.0
90180
18.59
0.00
0.00
30.59
0 0000
0.17
350
0.0
90082
18.SB
0.00
0.00
30.5]
0.0000
0.17
360
0.0
89983
18.58
000
000
30.55
0.0000
0.17
370
0.0
89883
18.58
0.00
0.00
3054
0.000
Z.170,00
0.17
380
0.0
89783
18.57
0,00
0.00
30,52
0.0000
0.17
390
0.0
89682
18.5]
0.00
000
30.50
0000
0.17
400
0.0
89581
18.56
0.00
0,00
30A9
0000
0.17
010
0.0
89481
18.56
0.00
0.00
30.47
0 00
0,1 ]
0.00
0.17
420
0.0
89300
10.55
0.00
0,00
30.46
0,00
0,17
000
0.17
430
0.0
89279
18.55 1
000
0.00
3OA4
000
0.17
000
0.17
d40
0.0
89179
18.50
0.00
0.00
30A2
600
0.17
000
0.17
450
0.01
89078 1
18.54
0so
0.00
3041
0.00
0.17
0.00
0.1]
460
0.0
88978
iB.50
0.00
0.00
30.39
0.00
0.17
0.00
0.17
470 1
0.01
88878 1
18.53 1
0001
0.01
30,37
0,00
0.17
000
0.17
480 1
0.01
88778
18.53
0.00
D.00
30,36
0.00
0.17
0 00
0.17
490
0.0
88678
18.52
0.00
0.00
30.34
500
0.0
085I9
18.52
0.00
0.00
30.32
0,00
0,17
0.00
0.17
510
0.0
BU79
18.51
0.00
0.00
30,31
0.00
0.17
0,00
OA7
520
0.0
88380
18.51
IN
0.00
0,00
30.29
000
0,16
0.00
OA6
530
0.0
88281
0.00
000
30.27
0.00
0.16
0.00
0.16
540
0.0
88183
18.50
D.00
0.00
30.26
0.00
0.16
0.00
0.16
550
0.0
8808d
18.50
0.00
0.00
30,24
0.OD
0.16
0.00
OA6
560
0.0
87986
18.49
0,00
0.00
30.22
0.00
0.15
0.00
OA6
570
0.0
87888
18.49
000
000
30,211
0.00
D.16
0.00
0.16
1 of]

NOV 1�7"
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPOND
100-YEAR STORM EVENT
Time
Info.
Storage
blage
Primary
Riser
(well)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillwayay
Total
0.01 w
(min.)
(cfs)
(f0)
(R.l
(cfs)
(cis)
(cfs)
(cis)
=wdowncy
(cis)
580
0.0
87790
18.48
0.00
0.00
30.19
0.000.00
0.16
590
0.0
87692
18.48
0.00
000
30.18
0000.00
0.16
600
0.0
87595
18.48
0.00
0.00
30.16
0000.00
0.16
610
0.0
$7497
18.47
0.00
0.00
30.14
0.000.00
0.16
620
0.0
87400
18.47
0.00
0.0of
30.13
0.00
0.16
0.DO
0.16
630
0.0
87304
18.46
0.00
0.001
30.11
0.00
0.16
0.00
0.16
640
0.0
87207
18.46
0.00
0.001
3009
0,00
OAS
0.00
0.16
650
0.0
87111
18.45
0.00
nol
30.08
0.00
0.16
0.00
0.16
660
0.0
87014
18.45
0.00
0,00
30.06
0.00
DAD
0OO
0.16
670
0.0
86918
18.45
0.00
0.001
3005
0.00
0.16
ODD
0.16
680
0.0
86823
18.44
000
0.001
3003
000
0.16
0.00
0.16
690
0.0
86727
1 18.44
0.00
owl
KDi
0.00
0.16
aDo
0.16
700
0.0
86632
18.43
0.DO
0,001
30.00
0.00
0.16
0,00
0.16
710
0.0
86537
18.43
0.DO
o'ool
29,98
0,00
0.16
0.00
0.16
720
0.0
86442
18.42
0.00
0.00
29,97
0,00
0.16
0,00
0.16
730
0.0
86347
18.42
0001
0.00
29.95
000
0.16
0.00
0.16
740
00
86253
18.42
1 0.001
0.00
29.93
0.00
0,16
0.00
0.16
750
0.0
86158
18.41
1 0,001
0.00
2992
000
0,16
0,00
0.16
760
0.0
86064
18.41
oml
0.00
2990
000
0.16
0.00
0.16
770
0.0
85970
18.40
0.001
0.00
29.89
OLD
0.16
0.00
0.16
780
0.0
85877
18.40
0.001
000
29.87
0.00
0.16
0.00
0,16
790
0.0
85733
1 18.40
0.001
0.00
29.56
0.00
0,16
ODD
0.16
800
0.0
85690
18.39
uol
0.00
29,84
0.00
0.15
0.00
0.15
810
D.0
85597
18.39
0.001
0.00
29,82
000
0.15
0.00
0.15
B20
0.0
85504
19.35
0.001
0.00
29.81
000
0.15
000
0.15
830
0.0
85412
18.38
0.001
0,00
29.79
OLD
0.15
000
0.15
840
0.0
85320
18.37
0.001
0,00
29.78
0.00
0.151
0.00
0.15
850
0.0
85227
1 18.37
0.001
0.001
2976
0.00
m5l
0.00
0.15
860
0.0
85136
18.37
O,ODI
0001
2975
0.00
0.15
0.00
0.15
870
D.0
85044
18.36
0.00
0.00
29.73
0.00
0.15
0.00
0.15
880
0.0
84952
18.36
0.00
0.00
29.71
0,00
0.15
0.00
0.15
890
0.0
84861
18.35
000
000
29.70
0.00
0,15
0,00
0.15
900
0.0
U770
18.35
0.00
000
29,68
000
0,15
000
0.15
910
0.0
U679
18.35
0.00
0,00
29,67
0,00
0.15
000
0.15
920
0.0
U589
18.34
0.00
000
29.65
0.00
0.15
0.00
0.15
930
0.0
84498
18.34
D 00
0.00
29.64
0.00
0.15
0.00
0.15
940
0.0
84408
18.33
0.00
0,00
29.62
000
0.15
0.00
0.15
950
0.0
M318
18.33
0.00
0.00
29.61
0.00
0,15
0.00
0.15
960
0.0
84228
18.33
000
0.00
29.59
OLD
0.15
0.00
0.15
970
0.0
84139
18.32
000
0.00
29,57
0.00
0,15
0.00
0.15
980
0.0
1 50
18.3T
0001
0.00
29.56
0,00
0.15
0,00
0.15
990
0.0
83960
18.31
0.00
0.00
29,54
0.00
0.15
0.00
0.15
1000
0.0
83872
18.31
0.00
0.00
29.53
0.00
0.15
0.00
0.15
1010
0.0
83783
18.31
0.00
000
29.51
000
0.15
OLD
0.15
1020
0.0
83694
18.30
0.00
0.00
29.50
0.00
0.15
0 00
0.15
1030
0.0
83606
18.30
D.DO
0.00
2948
0,00
0.15
0Do
0.15
1040
0.0
83518
18.29
0.00
0.00
2947
0.00
0.15
0.00
0.15
low
0.0
83430
18.29
0.00
O00
29.45
0.00
0.15
0.00
0.15
1060
0.0
83343
1&29
000
0,00
2944
0.00
0.15
0.00
0.15
1070
D.0
83255
18.28
0,00
0.00
2942
0.00
0,15
O.OD
0.15
1080
0.0
83168
18.28
000
0.00
2941
0.00
0.14
0,00
0.14
1090
0.0
83081
18.28
000
0,00
2939
0.00
0.14
000
0.14
1100
0.0
82995
18.27
0.00
0.00
29,38
0.00
0.14
0,00
0.14
1110
0.0
82908
18.27
0.00
D.00
29.36
0,00
0,14
000
0.14
112D
0.0
82822
18.26
0.00
ODD
29.35
0,00
0,14
0.00
0.14
1130
0.0
82736
18.26
0.00
0.00
2933
0.00
0.14
0,00
0.14
1140
0.0
82650
18.26
0.00
0.00
29.32
000
0.14
0.00
0.14
1150
0.0
82564
18.25
0.00
000
29.30
0.00
0.14
0.60
0.14
11K
0.0
82479
18.25
0.00
coo
29,29
0.00
0.14
0.00
0.14
1170
0.0
BT]94
18.24
0.Do
0.00
29.27
0.00
0.14
0.00
0.14
1180
0.0
02309
18.24
000
000
29.26
0,00
0.14
0.00
0.14
1190
0.0
82224
10.24
000
0.00
29,241
0.00
0.14
000
0.14
1200
0,0
82139
18.T3
0.00
O.DO
29.23
0.00
0.14
ODD
0.14
1210
0.0
82055
1831
0.001
0.00
29.21
0.00
0.14
0,00
0.14
1220
0.0
81971
18.23
0.00
000
29.20
0,00
0.14
O.00
0.14
1230
0.0
81887
18.22
0,001
0.00
29181
0,00
0.14
0,00
0.14
1240
0.0
81803
18.22 1
0,001
000
29.171
0.00
0.14
0,00
0.14
1250
0.0
BA20
18.21
D.00
000
29T6
0.00
0.14
0.00
0.14
1260
0.0
81636
18.21
0001
000
29 141
0.00
0,14
0.00
0.14
1270
0.0
81553
18.21
0.001
0.001
29,131
0,00
0A4
0.00
0.14
1210
0.0
814]0
18,20
000
000
29,11
0.00
0,14
0.00
0.14
1290
0.0
81388
18.20
O.OD
0 00
29.10
0.00
0.14
000
0.14
I300
D.0
81305
10.20
0.00
0.00
29.08
0 DO
0.14
0.00
0.14
1310
0.0
81223
18.19
0.00
0.00
29.07
0.00
0.14
0.00
0.14
1320
0.0
61141
18.19
000
0.00
29 OS
0.00
0.14
0.00
0.14
1330
0.0
81060
18.19
0.00
0.00
29.04
0.00
0.14
0.00
0.14
1340
0.0
80978
18.18
0.00
0.00
2902
0.00
0.14
0,00
0.14
1350
0.0
8089]
18.18
0.00
000
29.01
0.00
0,141
0.00
0.14
2 of

NOV I B 2008
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPONO
100-YEAR STORM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
)orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cis)
(R0)
(ft.)
)cfs)
(cfs)
(cfs)
(cfs)
)cfs)
)cfs)
13W
0.0
80816
18.17
0.00
2900
0.00
0.13
0.00
0,13
1370
00
80735
18.17
30�DO
0.00
28.98
000
0.13 0.000.13
1380
0.0
80654
18.17
000
2897
000
013 000
013
1390
00
80574
18.16
0.00
2895
0,00
0.13 0.00
0.13
1400
0.0
80493
18.16
0.00
28.94
0.00
0.13 0.00
0.13
1410
0.0
80413
18.16
0.00
0 00
28.92
0.00
0.13 0.00
0.13
1420
1 0.0
803M
1
0.00
0.00
28.91
0.00
0.13 0.00
0.13
1430
0.0
80254
1 18.15
1 0.00
IDDOI
2&W
0.00
0.13 000
0.13
1440
0.0
80175
18.15
0.00
000
28.88
0.00
0.13 000
0.13
1450
0.0
80096
10.1/
0.00
0.00
28,87
0.00
0.13 0.00
0.13
1460
0.0
80017
18.14
0.00
0.00
28.85
0.00
0.13 0.00
0.13
1470
0.0
79938
18.14
0.00
0.00
28.84
0.00
0.13 0 00
0.13
1480
0.0
79859
18.13
0.00
0.00
28.83
0.DO
0,13 0.00
0.13
1490
0.0
79781
18.13
DOO
000
28,81
0.00
0.13 0.00
0.13
1500
0.0
79703
18.12
0.00
0.00
28.80
0.00
0.13 0,00
0.13
1510
0.0
79625
10.12
0.00
0,00
28]8
0.00
0A3 000
0.13
1520
0.0
79548
18.12
0.00
0.00
28.]]
0.l)0
0.13 000
0.11
1530
0.0
79470
18.11
0.00
0.00
28,76
0.00
0.13 0.00
0.13
1540
00
79393
t8.11
000
0.00
28.74
0.00
0.13 0.00
0,13
1550
0.0
79318
18.11
000
0.00
28.73
0,00
0,131 0.00
0.13
1560
0.0
79240
1 18.10
1 000
0,001
28.72
0.00
0,13 0,001
0.13
1570
0.0
79163
1 18.10
11 0,00
0.001
28.70
0.00
0.13 0.00
0.13
1580
OO
79087
1 18.10
1 0.00
0.001
28,69
000
0.13 0.00
0.13
1590
0.0
79011
18.09
0.00
000
28.67
0.00
0.13 000
0,13
1600
0.0
78935
18.09
0.00
0.00
28.66
0.00
0.13 0 00
0.13
1610
0.0
78859
18.09
000
O.00j
28.65
0,00
0.13 0.00
0.13
1620
0.0
787U
18.08
0.00
0,001
2863
D.00
0,13 0,00
0.13
1630
0.0
78708
18.08
1 0001
0001
2862
0.00
0.12 0,00
0.12
1640
0.0
78633
18.08
1 0.00
0001
28.61
0.00
0.12 0.00
0.12
1650
0.0
]8559
18.0]
0.00
0.00
28.59
0.00
0.12-000-0
1660
0.0
78484
18.07
0 00
cLODI
28.58
0.00
0.12 0 00
0.12
1670
0.0
78410
18.07
0 00
0.00
28.57
0.00
0.12 0.00
0.12
1680
0.0
78J36
18.06
0.00
0.00
28.55
000
OA2 0.00
0.12
1690
0.0
78262
18.06
0.00
0.00
28 54
0.0D
0.12 0,00
0.12
1700
0.0
78188
18.06
0.00
0.00
28.53
0.00
0,12 0.00
0,12
1710
0.0
78115
18.05
0.00
28,51
0.00
0.12 0.00
0.12
1720
00
78041
18.05
0.00
28.50
0.00
0.12 0.00
0.12
1730
0.0
77968
18.05
0.00
28A9
000
0.12 0.00
0.12
1740
0.0
77896 18.04
0.00
28,47
0.00
0.12 0.00
IOU
1750
0.0
77823 18.04
0.00
]OWO
2846
O.OD
0.12 000
0.12
1760
0.0
77751 18.04
0.00
2845
0.00
OA2 000
0.12
17]0
0.0
7]6]9 18.03
0.00
2843
0.00
0.12 0.00
0.12
1]BO
0.0
7760] 18.03
0.00
21,42
0.00
0.12 0.00
0.12
1790
0.0
77535 1 18.03 1
0.001
0.001
28,41
DOOF
0.12 0.00
0.12
1800
0.0
7746d 1 18.02 1
0.001
0001
2B.39
0,001
0.12 0.00
0.12
1810
0.0
77392 1 18.02 1
U.001
0,001
28.38
0.001
0121 0.00
0.12
1520
0.0
77321 18.02
0.00
000
28.37
0.00
0.12 0.00
0.12
1830
0.0
77250 18.01
0.00
0 00
26.36
0.00
0.12 0.00
0.12
1840
0.0
77180 18.01
000
0.00
28.34
0.00
0.12 0.00
0.12
1850
0.0
77109
18.01
0.00
0.00
28.33
0.00
0.12 0.00
0.12
1860
0.0
77039
18.00
0.00
000
28.32
0.00
0.12 0.00
0A2
1870
0.0
76969
18.00
0.00
0.00
2&30
000
0.12 D.00
0.12
1880
0.0
76900
18.00
0.00
0.00
28.29
0.00
0.12 0.00
0.12
1890
0.0
76830
17.99
0.00
O.DO
28.28
000
0.12 0.00
0.12
1900
0.0
76761
1].99
0.00
0.00
28,27
0.00
0,12 0.00
U.16
1910
0.0
76692
17.99
0,00
0.00
28.25
0.00
0.11 0,00
0.11
1920
0.0
76623
17.99
0.00
0,00
28.24
0.00
0.11 0.00
0.11
1930
0.0
76554
17.98
0.00
0.00
2823
0.00
0.11 0.00
0.11
1940
0.0
76486
17.98
0,00
0.00
28,22
0.00
0,11 0.00
0.11
1950
0.0
76418
17.98
D.DO
0.00
28.20
000
0,11 0.00
0.11
1960
0.0
76350
17.97
0.00
0,00
28.19
0.00
0.11 0.00
0.11
1970
0.0
76282
17.97
0.00
0.00
28.18
Doc
0.11 0.00
0.11
1980
0.0
76215
IN
000
0.00
28.17
000
0.11 0.00
0.11
1990
0.0
76147
17.96
0.00
0.00
28.15
-000-0
.11 000
0.11
2000
O.O
76080
17.96
0.00
0.00
28.14
0.00
0.11 0.00
0.11
2010
0.0
76013
17.96
000
0.00
2B.13
0.00
0.11 0.00
2020
0.0
75947
17.95
0.00
0.00
28.12
0.00
0.11 0,00
2030
0.0
75880
17.95
D.00
0.00
28.10
000
0.11 0.00
2040
On
75814
17.95
0.00
000
2809
0.00
0.11 0.00
di"
2050
0.0
75748
17.95
0.00
0.00
28. DB
0,00
0.11 000
2060
0.0
75682
17.94
0.00
0.00
2807
a 00
0,11 0.0
20]0
0.0
]5617
17.90
28.06
000
0.11 000
2080
0.0
75551
47.94
0.00
0.00
2804
000
0.11 0,00
0.11
2DID
00
76486
1]9]
0,00
0.00
28.03
0.00
0.11 0OD
0.11
2100
0.0
75421
17.93
0.00
0.00
28.02
a00
0.11 0.00
obit
2110
a0
75357
1L93
0.00
0.00
28.01
000
OIL1 0.00
0.11
2120
0.0
]5292
17.9J
0.00
0.00
27.99
0.00
0.11 0,00
0.11
2130
0.0
75228
17.92
0,001
OMI
27,981
0.00
0"1 0.001
0,11
3cf7

DID. c; ?M8
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WETPOND
100-YEAR STORM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
PNmary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Ou01ow
(min.)
(CIS)
1113)
(ff.)
(cfs)
(cfs)
(CIS)
(CIS)
(cis)
(cfs)
(CIS)
2140
0.0
751"
17.92
000
0.00
27.9]
0.00
0.11
0.00
0.11
2150
0.0
75100
17.92
0.00
0.00
27 96
0.00
0.11
000
0.11
2160
0.0
75037
11.91
o.po
0.00
27.951
0.00
0.11
0.00
0.11
2170
00
74974
17.91
000
000
27.9E
60-0
0.11
0.00
0.11
2180
0.0
74910
17.91
0.00
0.00
27.92
0.00
0.10
0,00
0.10
2190
0.0
74848
1 17.90
0.001
0,001
27,911
000
0.10
0.00
0.10
2200
0.0
74785
17.90
0,001
0.001
2790
p00
0.10
0.00
0.10
2210
0.0
74722
17.90
0.001
0.001
27.891
0.00
0.10
0,00
0.10
2220
0.0
74660
17.90
0.00
0 00
27.88
0.00
0.10
0.00
0.10
223D
0.0
74598
17.89
0.00
0.00
2]6]
0.00
0.10
0.00
0.10
2240
0.0
74537
17.89
0.00
O.
27.85
0.00
0.10
0.00
0.10
2250
0.0
74475
17.89
0.00
0.00
27.84
000
0.10
0.00
0.10
2260
0.0
74414
17.89
0.00
0.00
2].83
0.00
0.10
0.00
0.10
2270
0.0
74353
1 17.88
0.00
O.W1
27.82
000
0.10
000
0.10
2280
0.0
74292
1 17.88
0.00
0.001
2731
0.00
0 0j
0001
0.10
2290
0.0
74231
1 17.88
0.00
000
27.80
0.00
0.10
1 000
0.10
2300
0.0
74171
17.87
000
0.00
2779
0.00
0.10
0.00
0.10
2310
0.0
74110
17.87
0.00
0.00
2].]]
0.00
0.10
0.00
0.10
2320
0.0
74050
17.87
0.00
0.00
27.76
000
0.10
0.00
O.ID
2330
0.0
73991
17.87
000
000
2].75
000
0.10
0.00
0.10
2340
0.0
73931
17.86
0.00
0.00
27]4
0.00
0.10
000
0.10
2350
0.0
73872
17.86
0.00
U.UUI
27.73J
0.00
0.10
0.00
0.10
2360
0.0
73813
17.86
0.00
0.00
27.721
0.00
0.10
0.00
0.10
2370
0.0
73750
1].85
0.00
000
27]1
000
0.10
-000-0
10
2380
0.0
]3695
1].85
0.00
0.00
27.70
0.00
0.10
0.00
0.10
2390
0.0
]3637
17.85
0.00
0.00
27,68
0.00
0.10
0.00
0.10
2400
0.0
73578
17.85
0.00
0 00
2] 6]
0.00
0.10
0.00
0.10
2410
0.0
73520
17.84
0.00
0.00
27.66
0.00
0.10
0.00
0.10
2420
0.0
73463
17.84
0.00
0.00
27.65
0.D0
0.10
0.00
0.10
2430
0.0
73405
17.84
0.00
0.00
27.64
0.00
0.10
0.00
0.10
2440
0.0
73348
17.84
0.00
0.00
NTIN
0.00
0.10
0.00
0.09
2450
0.0
73291
1Ze3
0.00
0.00
27.62
0.00
0.09 0.00
0.09
24W
0.0
73234
17.83
0.00
0.00
27.61
000
0. 99 0.00
0.09
2470
0.0
73177
178J
0.00
0.00
27.60
000
0.09 0.00
0.09
2480
0.0
73121
17.83
0 00
0.00
27.59
0.00
0.09 0.00
0.09
2490
0.0
73064
17.82
0.00
0.00
27.58
0.00
0.09 0.00
0.09
2500
0.0
71008
17.82
0.00
0.00
27.57
0.00
0.09 000
0.09
2510
0.0
72953
17.82
0.00
0.00
27.55
000
0.09 0 00
0.09
2520
0.0
72897
17.82
0.00
0.00
2].54
0.00
0.09 000
0.09
2530
0.0
72842
17.81
0.00
000
27.53
0.00
0.09 000
0.09
2540
0.0
72787
17.81
0.00
0.00
27.52
0.00
0 09 0 00
0.09
2550
0.0
72732
17.81
0.00
0.00
27.51
0.00
0.09 0.00
0.09
2560
0.0
72677
17.81
0.00
0.00
TL50
000
0.09 0.00
0.09
2570
0.0
72623
17.80
0.00
0.00
2749
0.00
0.09 0.00
0.09
2580
0.0
72568
17.80
0.00
0.00
27.48
0.00
0.09 0.00
0.09
2590
0.0
72514
1].80
0.00
11 6
27.47
0.00
0.09 0.00
0.09
2600
0.0
72461
11.80
0.00
0.00
2].46
p.00
009 0.00
0.09
2610
0.0
72407
17.79
0.00
0.00
27A5
0.00
0,09 0.00
0.09
2620
0.0
72354
17.79
0.00
0.00
2144
0.00
0. 99 0.00
0.09
2630
0.0
72301
17.79
0 00
0.00
27.431
000
0.09 0.00
0.09
2640
0.0
72248
17.79
0.00
0.00
2742
0.00
009 0.00
0.09
2650
0.0
72195
11.]8
000
000
2741
000
0.09 0.00
0.09
2660
0.0
72143
17.78
0.00
0.00
27.40
0.00
0.09 000
0.09
2670
0.0
72090
17]8
000
0.00
27.39
000
(LE 0.00
0.09
2680
0.0
72038
17.78
0.00
0.00
27.38
0.00
0.09 0 00
0.09
2690 1
0.0
71987 1
17.77 1
0,001
0.00
27.37
0.00
0.09 0.001
0.09
2700 1
0.0
71935 1
17.77 1
Owl
0.00
27.36
0 00
0 09 0.00
0.09
2710
0.0
7188/
1777
000
000
2]35
0.00
0.09 0.00
0.09
Z]20
0.0
71831
1]]7
O.Op
0.00
27.34
0.00
0.08 0.00
0.08
2730
0.0
71782 1
0.00
27.33
000
008 0.00
0.08
2740
0.0
71731
17]6
0
2732
0.00
0.08 000
0.08
2750
0.0
71681
1].76
27.31
0.00
0.08 0.00
0.08
2760
0.0
71617
17.76
0
27.30
p.00
O.OB 000
0.08
2770
0.0
71581
1]76
0
27.29
000
008
2780
0.p
71531
17.75
30.00IR0,0012725
27.28
O.Op
008 000
008
2790
0.0
71481
17.75
27.27
0.00
008 0.00
0.08
2800
0.0
71432
1775
21.26
000
0.08 0.00
0.08
2810
0.0
71383
1775
27.25
0.00
0.08 0,00
0.08
2820 1
0.01
71334 1
1734 1
000
0.00
27.24
0.00
008 0.00
0.08
2830
0.0
71285
17.74
000
0.00
ZL23
0.00
0.08 0.00
0.08
2840 1
0.01
71237 11
17.74 1
iTool
O.00J
27.23
000
0.08 0.00
0.08
2850
0.01
71189 1
1774 1
0,001
0.00
27 221
00
0.08 0.00
0.08
2850
0.0
71141
.17.73
0,001
0.00
27.21
0.00
0.08 0.00
008
2870
00
71093
1].73
0.00
0.00000
0.08 0.00
0.08
2880
0.0
71046
17.73
0.00
0.00
P.19
0.00
0.08 0.00
O.oll
2890
0.0
70998
1773
0.00
0.00
27.18
0 no
0.08 0.00
0.08
2900
0.0
70951
17.73
0 00
0.00
27.I 7
0.00
0.00 I 0,0(j
0.08
2910
ag
70904
1772
0.00
000
27.161
v,UVI
u udl 0001
0.08
4 of

NOV 1 � ZUUB
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
100-YEAR STORM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(113)
IN
(cfs)
(cfs)
(cfs)
(cis)
Ida)
(cis)
(cis)
2920
0.0
70858
17.72
000
0,00
27.15
000
0.08
0.00
0.08
2930
0.0
70811
17.72
0.00
000
27,14
0.00
0.08
0.00
0.08
2940
0.0
70765
1772
0.00
0.00
27.13
0.00
0.08
000
0.08
2950
0.0
70719
17.72
0.00
D.00
27.12
0,00
0,08
000
0.08
2960
0.0
70674
17.71
1 owl
OD01
27.121
0.00
008
0.00
0.08
2970
0.0
70628
17.71
0.001
OgOj
27.11
0.00
0.08
0.00
0.08
2980
0.0
]0583
17.71
000
0,001
27.10
0.00
0.08
0.00
0.08
29W
0.0
]0538
11.71
GOO
0.001
27.09
0.00
0.07
0.00
0.07
3000
0.0
70493
17.71
1 0.00
0,001
270E
0.00
0.07
0.00
0.07
3010
0.0
70448
17.70
1 0.001
0,001
27 07
0.D0
0.07
0.00
0.07
3020
0.0
70404
17.70
1 Oml
0.00
27.06
000
0.07
0.00
0.07
3030
0.0
70360
17.70
1 ODOI
0.00
27.05
0.00
0.07
0,00
0.07
3040
0.0
70316
17.70
1 0001
0.00
27.05
0.00
0.07
0.00
0.07
3050
0.0
70272
17.69
1 0.001
0,00
27.04
0,00
0.07
0,00
0.07
3060
0.0
70229
17.69
1 O.gol
0,00
27.03
0.00
0,07
0,00
0.07
3070
0.0
70186
1 17.69
1 0,001
0.00
27.02
0,00
0 07
0.00
0.07
3080
0.0
70143
17.69
0.00
0.00
27.01
0.00
0.0]
0.00
0.07
3090
0.0
70100
1 17.69
1 O,OOj
0.00
27.00
0.00
0.07
0.00
0.07
3100
1 0.01
70057
1 17.68
1 0.001
0.00
27DO
0,00
0.07
0.00
0.07
3110
0.0
70015
17.68
000
0.00
26S9
0.00
0.07
0,00
0.07
3120
0.0
69973
17.68
0.00
0.00
2698
0.00
0.07
000
0.07
3130
0.0
69931
17.68
0.001
0,00
26.971
0.00
0,07
000
0.07
3140
0.0
69889
17.68
0.001
000
26.961
0,00
0.07
000
0.07
3150
0.0
69848
17.68
1 0,001
0001
26.951
0.00
007
0.00
0.07
3160
0.0
69806
17.67
1 VOOI
0.001
26951
000
0,07
0.00
0.07
3170
0.0
69765
1 17.67
1 0,001
0,001
26.94
000
0.07
0.00
0,07
3180
0.0
69725
1 17.67
0,001
0.001
26.93
0.00
0.07
0.00
0.07
3190
0.0
6968d
1 17.67
0,001
0.00
26.92
0.00
0.07
0.00
0.07
3200
0.0
69644
17.67
0.00
000
26.91
0.00
0.07
0.00
0.07
3210
0.0
69604
17.66
0.00
0,00
26.91
0.00
0.07
0.00
0.07
3220
0.0
69564
17.66
000
0,00
26.90
000
007
0,00
0.07
3230
0.0
69524
17.66
0.00
0,00
26.89
0.00
0,07
0.00
0.07
3240
0.0
69485
17.66
0.00
0.00
26.88
0.00
0.07
000
0.07
3250
0.0
69446
17.66
000
0.00
26,88
0.00
0.06
0.00
0.06
3260
0.0
69407
17.65
0.00
0.00
26.87
0,00
0.06
0,00
0.06
3270
0.0
69368
17.65
0.00
0.00
26.86
0.00
0.06
0,00
0.06
3280
D.0
69329
17.65
0.00
0,00
21SS5
0.00
0.06
0.00
0.06
3290
0.0
69291
17.65
0.00
0.OD
26,84
0.00
O.D6
0.00
0.06
3300
0.0
69253
17.65
0.00
000
26.84
O 00
0.06
0.00
0.06
3310
0.0
69215
17.65
1 0.00
0.00
26.83
0.00
0.06
0.00
0.06
3320
0.0
69177
17.64
1 Oml
I DOI
26,82
000
0.06
000
0.06
3330
0.0
69140
17.60
0.00
0.00
26
0.00
0.06
0.81 00
0.06
3340
0.01
69103 1
17.61 1
0.001
0.001
26,81
0.00
0.06
0.00
0.06
3350
0.0
69066
17.60 1
OVOI
Oml
26.80
000
0.06
0.00
0.06
3360
0.0
69029
17.64 1
0,001
0001
26.79
O00
0.06
0,00
0.06
3370
0.01
68993 1
17.64 1
0.001
0,001
26.79
000
0.06
0.00
0.06
3380
0.0
68957 1
17.63
mol
0.001
26.18
0.00
0.06
0.00
0.06
3390
0.0
68920 1
17.63
0,001
Omi
26.77
0.00
0.06
0.00
0.06
3400
0.0
68885 1
17.63 1
0.001
0001
26.76
0.00
0.061
0.00
0.06
3410
0.0
68849
17.63
D.Do
0.001
2676
0.00
0.06
0.00
D.D6
3420
0.0
68814
17.63
0.00
0.00
2675
O 00
0.06
0.00
0.06
3430
0.0
68779
17.63
0.00
0.00
2674
0.00
0.06
000
0.06
3440
0.0
687"
17.62
000
0.00
26.74
0,00
0.06
0.00
0.06
3450
0.0
68709
17.62
600
0.00
26.73
000
006
0.00
0.06
346D
0.0
68675
17.62
0,00
0,00
25.72
0.00
0.06
0.00
0,06
3470
0.0
68"0
17.62
0.00
0.00
26.72
0,00
0.06
0.DO
0.06
3480
0.0
68606
17.62
0.00
0.00
26.71
0.00
0.06
0.00
0.06
3490
0.0
68573
17.62
0.00
0.00
2670
0.00
0.06
0,00
006
3600
0.0
68539
i].61
0 00
0.00
26.70
000
0,06
000
0.06
3510
0.0
68506
1].61
0,00
26.69
0.00
0.06
0.00
0.06
3520
0.0
68473
17.61
NO
000
0,00
26.68
000
005
0.00
0.05
3530
0.0
68440
17.61
0.00
0.00
26,68
000
0.05
6.00
0.05
3540
0.0
68407
1T61
0,00
0.00
26.67
0,00
0.05
000
0.05
3550
0.0
68375
17.61
0.00
0.00
2666
0.00
0.05
0,00
0.05
3560
0.0
68342
1].61
O.DO
0.00
26,66
0,00
005
0.00
0.05
3570
0.0
68310
17.60
000
0.00
26.65
000
0.05
0.00
0.05
3580 1
0.01
68279 1
17.60 1
0.00
2664
0,00
0,05
000
0.05
3590
0.0
68247
17.60
000
2664
0,00
0.05
0,00
0.05
3600
0.0
68216
17.60
0.00
26.63
0 00
0,05
0.00
0.05
3610
0.0
68185
17.60
0.00
26.62
0.00
005
0 00
0.05
3620
0.0
68154
17.60
O.DO
26.62
000
0,05
0,00
0.05
363D
0.0
68123
17.60
0.00
26.61
0.00
0.05
000
0.05
3640
0.0
68093
17.59
0.0026.61
A0,0010,00
0.000OS0DS3650
0.0
68063
17.59
.00
26.60
000
O.OS
0003660
0.0
68033
17.59
00
26,59
0.00
005ODo0053670
0.0
68003
1].59
,00
26,59
0.00
0.05
0.00
0.053680
0.0
69974
17.59
.00
2658
0.00
OAS
0.00
0D53690
0.0
67944
17.59
.00
26.58
0.00
0 OS
0 00
0.05
5of7

NuV T 9 2008
CAMP LEJEUNE
INFANTRY BIN INTERIM FACILITIES
WETPOND
10I STORM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
lorifice)
Primary
Barrel
Principal
Spillway
Drawdown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
(cfs)
(ft3)
(f.)
(cfs)
(cis)
(CIS)
(cf6)
(cfs)
(cfs)
(cis)
3700
0.0
67915
17.59
0001
0.00
26.57
0.00
0,05
0.00
D.05
3710
0.0
67887
17.58
0,00
0,00
26.57
0.00
0.05
0.00
0.05
3720
0.0
67858
17.58
000
0.00
26.56
000
0,05
O.00
0.05
3730
0.0
67830
17.58
0.00
ODD
26.55
0.00
0.05
0.00
0.05
3740
0.0
67802
f 17.58
0.00
0,001
26.55
0.00
0.05
0.00
0.05
3750
0.0
67774
17.58
0.00
0.00
26,54
0.00
0.05
0.00
0.05
3760
0.0
W746
17.58
0.
0.00
26.54
0.00
0.05
0.00
0.05
3770
0.0
67719
1].58
000.00
000l
26,53
0.00
0.05
0,00
0.05
3780
0.0
67691 1
17.58
O.OD
0,001
26,53
O 00
0,04
0 00
0.04
3790
0.0
676M
17.57
000
0.00
26.52
0.06
0.04
0,00
O.U4
3800
0.0
6]638
1L57
0.00
gDOI
26,52
0.00
0.04
0.00
0."
3810
0.0
67611 1
17.57
0.00
0001
2651
0.00
0.04
0.00
0."
3820
0.0
67585 1
17.57
0.001
0001
26.SO
0.00
0.04
0.DO
O.D4
3830
D.0
67659 1
17.57
000
0.001
26,50
0.00
0,04
0.00
0.04
3840
0.0
67533 1
17.57
1 0001
oml
26.49
0.00
0.04
0.00
004
3850
0.0
67507 1
17.57
0.001
0001
2649
Obol
0.04
0.00
0.04
3860
0.0
67482 1 17.57
0,001
0001
2648
0.00
0,04
000
0.04
3870
0.0
67457 1 17.56
0,00
0.001
26,48
0.00
0,04
0.00
0.04
3850
0.0
67432 1L56
Boo
ON
2647
0.00
0.04
0.00
0.04
3890
0.0
67407 17.56
0.01
000
26.47
0.00
0.04
0.00
0.04
3900
0.0
67383 1 17.56
000l
0,00
25.46
OLD
0.04
0,00
0.04
3910
0.0
6]358 17.56
0.00
0.00
2645
0.00
0,04000
0.04
3920
0.0
1731 17.56
0.001
OoO
2645
0.00
0.04
QOO
0.04
3930
0.0
67311 17.56
0.00
0.00
2645
0.00
0,04
0.00
0.04
3940
0.0
67287 17.56
0.00
0.00
2644
000
0.04
0,00
OA4
3950
0.0
67264 17.56
0.001
000
26.44
0.00
0.04
0.00
0.04
3960
0.0
67241 17.55
1
000
2644
0.00
0.04
0.00
0.04
3W0
0.0
67218 17.55
D00
000
2643
0.00
004
0.00
0.04
3980
0.0
67195 1 17.55
1 0001
0.00
2643
0.00
0.04
0.00
0.04
3990
0.0
67173 1 17.55
1 0.001
0.001
2642
000
0.04
000
0.04
4000
0.0
67150 1 17.55
1 0.o0
O'ool
2642
0.00
0,04
000
0.04
4010
0.0
6]i28 17.55
000
0.o0
26.41
0.00
0,04
0.00
0.04
4020
0.0
fi7107 17.55
1 0.001
0.00
26.41
0.00
004
0.00
0.04
4030
0.0
67085 17.55
0.00
0,00
26.40
0.00
0,04
0.00
0.04
4040
0.0
67064 1 17.55
1 D.Dol
000
2640
0.00
O04
0.00
0.04
4050
0.0
67043 1 17.54
1 0001
O00
2640
0.00
0.03
0.00
0.03
4060
0.0
67022 17.54
1 0.001
0.00
26,39
0.00
003 0.00
0.03
4070
0.0
67001 17.54
1 0001
0.00
26.39
0.00
0,03 0.00
0.03
4080
0.0
66981 1 17.54
1 0.001
OLO
26.38
0.00
0.03 0.o0
0.03
4090
0.0
66961 1 17.54 1
0.00
coo
26.38
0.001
0,03 0.00
0.03
4100
0.0
66941 1 17.54
0.00
0,00
26,37
0.00
003 000
0.03
4110
0.0
66121 17.54
0.00
00o
26.37
0.00
0.03 0.00
0.03
4120
OD
66902 17.54
0.00
000
26.37
0.00
0.03 0.00
0.03
41:
0.0
66882 1].54
0,001
0,001
26361
D.W1
003 0.00
0.03
4140
0.0
66863 17.$4
0,001
0,001
26.361
0.001
0.03 0.00
0.03
4160
0.0
66845 17.54
0.00
0.00
26.35
0,001
0.03 0.00
0.03
4160
0.0
66826 17.53
0.00
gGOj
26.351
0,001
0.03 0,00
0.03
4170
0.0
66808 17.53
0.00
Gool
26,351
0.001
003 0.00
0.03
41W
0.0
66790 17.53
0,001
0,001
26,341
0.001
0,03 0.00
0.03
41W
0.0
66772 1 17.53
0Do 1
0001
26.34
0.00
0.03 0.00
0.03
4200
0.0
66754 17.53
0.00
000
26.34
0.00
0.03 000
0.03
4210
0.0
66737 17.53
0.00
0.00
26.33
0.00
0.03 O.OD
0.03
4220
0.0
66719 17.53
0,00
O.oO
26.33
0.00
O.W 0.00
0.03
4230
0.0
66702 17.53
0.00
0.00
26.33
0.00
0.03 0.00
0.03
4240V0.0
66686 17.53
000
0.00
26,32
0.00
0,03 0.00
0.03
4250
66669 17.53
0.00
0.00
26.32
0.00
003 O.DO
0.03
42M
66653 17.53
000
0.00
26.32
0.00
0.03 0.00
0.03
4270
66637 17.53
00o
000
26.31
0.00
0.03 ODD
0.03
4280
66621 17.53
0,00
0,00
26.31
0.00
0,03 000
0.03
42Ma
17.52
0.00
0.00
26,31
0.00
0.03 0.00
0.03
43DO
17.52
0,00
ODD
26.30
0.00
0,03 0.00
0.03
4310
17.52
0.00
000
26,30
0.00
0,02 0 00
0.02
4320
17.52
0,00
000
26.30
0.00
002 0.00
0.02
4330
17.52
000
0.00
26.29
0.00
0,02 0.00
0.02
4340
17.52
D.00
000
26.29
0.00
0.02 0.00
O.D2
435017.52
0.00000
2629
000
0.02 000
0.02
4360
0.0
1].52 1
000l
000
26291
0.00
002 BOB
0.02
4370
0.0
66489 17.52 1
0.00
OOD
25.26
0.00
0,02 0.00
0.02
0380
0.0
66475 1].52
0.00
000
26.28
0.00
0.02 000
0.02
4390
00
66462 17.52
O.DO
0,001
26.28
0.00
0.02 Ogol
0.02
440 1
0.0
66449 17.52
0,00
0.00
26,27
0.00
002 0.00
0.02
441 1
0.0
66d36 17.52
000
D.00
26.Z1
0,00
0 02 0 00
0.02
4421
0.0
66423 17.52
0.00
0.00
26.27
0.00
002 0.00
0.02
4431
0.0
66411 17.52
0.00
O.00j
26.27
0.DO
0.02 0.00
0.02
4441
0.0
66399 17.51
000
D.00
26.26
0,00
0.02 0.00
002
4450
0.0
66387 17.51
ODO
000
26.26
0.00
0.02 000
0.02
44M
0.0
663]5 17.51
0.00
000
26.26
0.00
0.02 0.00
0.02
4470
0.0
66364 17.51
000
0.00
26261
0.00
0.02 0.00
0.02
6 of]

,�•_",- v
CAMP LEJEUNE
INFANTRY BN INTERIM FACILITIES
WET POND
100-YEAR STORM EVENT
Time
Inflow
Storage
Stage
Primary
Riser
(weir)
Primary
Riser
(orifice)
Primary
Barrel
Principal
Spillway
DrawOown
Orifice
Emergency
Spillway
Total
Outflow
(min.)
cfs)
(ft3)
(R.)
(still
(cfs)
(cfs)
(cfs)
(cfs)
)cfs)
(cis)
4480
0.0
66353
17.51
0.00
0,00
26,25
0.00
002
0.00
0.02
4490
0.0
66342
17.51
000
000
26,25
0,00
002
0.00
0.02
4500
0.0
66331
17.51
0.00
000
26.25
0.00
002
0.00
0.02
4510
0.0
66320
17.51
0.00
000
26,25
0.00
0.02
0.00
0.02
4520
0.0
66310
17.51
0.001
0,00
26251
0.001
0.02
0.00
0.02
4530
0.0
66305
1L51
0,001
0.00
26.24
0,00
0.02
0.00
0.02
454D
0.0
66290
17.51
0.00
000
26.24
0,00
002
0,00
0.02
4550
D.0
111,
1
0.00
0.00
26,24
0.00
002
0.00
On
4560
0.0
662711
0.00
000
2624
0.00
002
0.00
0.02
4570
0.0
662621
0.00
0,00
26.24
000
001
0,00
0.01
4580
0.0
662531
0.00
0.00
2623
0.00
001
0.00
0.01
4590
0.0
662441
0.00
0.00
26,23
000
001
0.00
0.01
4600
0.0
662361
M17501
000
000
26,23
000
001
0.00
0.01
4610
0.0
66227
0.00
0,00
2623
000
001
0.00
D.01
4620
0.0
66219
0.00
0.00
26.23
0.00
001
0.00
0.01
46M
0.0
66211
000
0.00
26.23
0.00
004640
0.0
662041
0.00
000
28.22
0.00
04650
00
661971
0.00
4660
0.0
66189
0.00
0,001
26.22
0.001
0,01
o.00l
0.01
4670
0.0
66183
1L50
0.Do'
000
2622
000
001
0.00
0.01
4680
0.0
66176
000
0.00
26.22
000
ool
000
001
4690
0.0
66169
1].50
0.00
0.00
26.22
OLD
0.01
0,00
0.01
4700
0.0
66163
1].50
0.00
0.00
26.22
0.00
0.01
000
0.01
4710
0.0
6615]
1T.50
0.00
0.00
26.21
0.00
0.01
0.00
0.01
4720
0.0
66152
17.50
000
0.00
2621
0,00
0.01
0,00
0.01
4730
0.0
66146
17.50
0,00
0.00
26.21
000
0,01
000
0.01
4740
0.0
66141
17.50
0,00
0.00
26.21
000
001
0,00
0.01
4750
0.0
66136
17.50
000
0.00
26.21
0.00
0.01
0,00
0.01
4760
0.0
66131
17.50
0,00
0.00
26,21
0.00
0.01
0.00
0.01
4770
0.0
66127
17.50
0.00
0.DO
26,21
000
0.01
0,00
0.01
4780
0.0
66122
17.50
0.00
0.00
26.21
0.00
0.01
0.00
0.01
4790
0.0
66118
17.50
000
0.00
26.21
0,00
0.01
0.00
0.01
4800
0.0
66114
17.50
0,00
0.00
2621
0.00
0,01
000
0.01
4810
0.0
66111
17.50
0.00
0.00
26,21
0.00
0.01
0,00
0.01
4820
0.0
66107
17.50
0.00
0,00
26.20
0.00
0.01
0.00
0.01
4830
0.0
66104
177
0.00
0.00
26.20
0.00
000
0.00
0.00
4840
0.0
66101
17.50
0,00
0,00
25.20
0.00
0.00
0.00
0.00
4850
0.0
66099 1
17.50
0.00
0.00
26.20
0.00
0,00
0.00
0.00
7 of

40.0
35.0
30.0
25.0
3 20.0
O
LL 15.0
10.0
5.0
Wet Pond
100-yrStorm Event
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0.0
0 500 1000 1500 2000
Time (min)
2500 3000
I Inflow
—M— Outflow