SW8081202_HISTORICAL FILE_20090306

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SW8 og �2 o'L
❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
2009 0 3 cxv
YYYYMM DD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 6, 2009
Carl Baker, Deputy Public Works Officer
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28542
Subject: Stormwater Permit No. SW8 081202
P1223 Truck Company Maintenance Operations Complex
High Density Project
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
P1223 Truck Company Maintenance Operations Complex on February 23, 2009. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 081202 dated March 6, 2009, for the construction of the subject project.
This permit shall be effective from the date of issuance until March 6, 2019, 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 150B 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 Chris
Baker, or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GSlcsb: S:IWQSISTORMWATERIPERMiT1081202.mar09
cc:. Joshua Hurst, P.E., Clark Nexsen
Onslow County Building Inspections
Chris Baker
cWilmington-Regional-Office
Central Files
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 North Carol I nil
Phone: [phone] FAX: [phone] V Customer Service: 1-877-623-6748 l�t111'��lJ
Internet: www.ncwaterquality org L l

State Stormwater Management Systems
Permit No. SW8 081202
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carl Baker and MCB Camp Lejeune
P1223 Truck Company Maintenance Operations Complex
Michael Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond and an infiltration
basin in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H
.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 6, 2019, 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 on page 3 of this permit. The wet detention
pond and the infiltration basin stormwater controls have been designed to
handle the runoff from 272,833 square feet and 131,424 square feet, of
impervious area, respectively.
3. The tract and each BMP will be limited to the amount of built -upon area indicated
on page 3 of this permit, and per approved plans.
4. A 50 feet wide vegetated buffer shall be provided adjacent tidal waters, streams,
rivers, and impoundments. No built -upon area is allowed within this buffer.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 081202
5. Decorative spray fountains will be allowed in the wet detention pond 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 a fountain in this pond is 114 horsepower.
6. 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.
7. 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.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 081202
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable 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.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General.Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
10. The issuance of this permit does not.prohibit the Director from reopening a nd
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 081202
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 6th day of March, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION'
of Coleen 0. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8 `
lI

State Stormwater Management Systems
Permit No. SW8 081202
P1223 Truck Company Maintenance Operations Complex
Stormwater Permit No. SW8 081202
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 081202
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 Building Inspections
Page 8 of 8

DWQ USE ONLY
Date. Received
Fee Paid
Permit Number
1 4ba-S
S c-) 0 2 r Cam
----7
State of North Carolina i : - -; - - ,) -- -
Department of Environment and Natural Resources 0 5 2009
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIONTORM= -
This f rrrrr may he Irlrotocopied fi r, rrse as 1711 Original
GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project):
U.S. Government- MC13 Camp Lejeune �^
2. Print Owner/Signing Official's name and title (person legally responsible fog• facility and compliance):
Carl Baker - Depuh� Public Works Officer
3. Mailing Address for person listed in item 2 above:
'1005 N licheal Rd
City:Camp I-ejeune State:NC %ip:28542
Phone: (910 ) 451-2213 Fax: (910 ) 451-2927 _
}?ruail:carl.h.bakerrr usmc.mil
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
P1223 `]'ruck Company Maintenance O>wrations CompleN MCB Camp Lejeune
5. Location of Project (strut address):
Micheal Road (street number unknown)
City:Canip Lejeune Coll nty:Onslow 7ip:28542
6. Directions to project (from nearest major intersection):
Coming from NC-24, take the exit for Holcomb Blvd. Drive 4.4 miles on Holcomb 13lvci., and turn left onto
Dogwood St. Drive 430 feet on Dogivood St., and turn right on West Rd. Drive 0.3 miles on West Rd, and
turn left on Gum St, Drive 0.2 miles on Gum St., and turn left on Michael Road. Drive approximately 500 feet
on Michael Road and the project is located on the right.
7. Latitude:340 39' 56,12" N Longitude:77° 20' 09.77" W of project
S. Contact person who can answer questions about the project:
Name:K. Joshua Hurst Telephone Number: (919 828-1876
Email:ihurst0aclarknexsen.com
Form SWU-101 Version 09 25.08 Page I o1'4

II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New
r= LFs fl 5 2009 j
[]Renewal ❑Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberN/A and its issue date (if known)N/A .
3. Specify the type of project (check one):
❑Low Density ®1-ligh Density []Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits call be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/1?rosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
Ill. PROJECT INFORMATION
1. in the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stor•mwater management for the project.
•The site will be treated by two separate BMI's. Drainage Area 1 (aourox. 4.00 acres) %will be treated by an
Infiltration Basin. The basin is sized to heat a desi n rainfall depth of 3 inches and the 10 veal 24 hour storm is
handled in the system as required to waive the vegetated filter strip. •['he remainder 7.02 acres (Drainage Area 2)
will be treated by a Wet Detention Basin. The drawdown of the Wet Detention Basin is achieved via an orifice. A
_vegetated filter strip is provided for moth the outfaII and the emergency spillway of the Wet Detention Basin.
There is also a grassed swale on the Northeast corner of the site that is part of DA 2 The outfall of these two
BMIN will go to an existing 24" RCP.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area: 11.70 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) - Total Coastal )wetlands Area (4) = Total Project Area**:11.70 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):80 io
7. How many drainage areas does the project have?2
8. 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 m-oiects, complete the table with one drainage area for each enizineered stormwater device.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
New River
New River
Stream Class & Index No.
SQNSW 19-(15.5)
SC;NSIV 19-(15.5)
Total Drainage Area (so
174,124
305,841
On -site Drainage Area (sf)
159,865
305,841
Off -site Drainage Area (so
14,259
0
Existing Impervious Area (so
80,800
'142,059
Proposed Impervious*Area (sf)
'131,424
272,833
Impervious'" Area (total)
75.5%
89.2%
Impervious* Surface Area Drainage Area 1 Drainage Area 2
Form SWU-101 Vcrsion 09.25.08
Page 2 of 4

PFR 0 5 2oe9 R.
On -site Buildings (so
0
18,802
On -site Streets (sf)
_D _ ___
i 0
On -site Parking (sf)
129,590
253,969
On -site Sidewalks (so
0
62
Other On-SELe (50
0
0
Off -site (SO
1,834
0
Total (so:
131,424
272,833
* lrnpervions area is defined as the built 1117011 rrrca iuClrtdiug, btrt rrot limited tn, brriblirrgs, 1l07ds, luu•kiug areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to eXClrrrle Coastal Wethulds frorrr use 7011e)l Crrlcrdatirrg the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
9. 1-10w was the off -site impervious area listed above derived?Sheet flow onto the site via an adjacent roadway
Projects in Union County: Contact the D11"Q Central Office stgff'to check to see if :you project is located
i>>ithin a Tln-crrtened & L-ndangcred Sjrecies watershed that mrrl, be side jest to more stringent slorniwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property 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 front http:l/li2o.erlr.state.nc.us/su/bmp forms.htm - deed restrictions.
For'nl DRPC-1 High Density Commercial Subdivisions
Fornl DRPC-2 High Density Developments Nvith Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property 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 NC DWQ, and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stornrwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stornlwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http__://li2o.en1'.St ite.]IC.us/sulbnlp forms.tltnl.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW40"1-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Donn SWU-101 Version 09.25.09 Page 3 oi'4

e
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell Bioretention Cell Supplement
Form SW401-1-evel Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement_.__4 ,
Form SW401-Permeable Pavement Permeable PavententSupplement
Form SW401-Cistern Cistern Supplement + FES 0 5 2009
Form SWU-101 Version 09.25.08 Page 4 of'4

Vl. SUBMITTAL REQUIREMENTS
FLs 0 5 2009
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 ltttp:llh2a,ernr.state.rtc,uslsu/ntsi_itnal)s.htnn)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and wire Cnpy of the Stormwater Management Permit Application Form k.1
• Orightal and one copy of the Deed Restrictions & Protective Covenants Form (if
regrrired ns per Part IV who've)
• Original of the applicable Supplement Form(s) and O&M agreements) for each BMP . Kj N
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of sto•niwater treatment/management Kj 14
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including: )
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean higlr 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 stornilvater control measures
- Wetlands delineated, or a note on plans that nonce exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to desioMate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or finn):Clark Nexsen Architecture & Engineering - K. Joshua Hurst I'.I .
Mailing Address_4000 Westchase Blvd., Suite 280
City:Raleigh _ State:NC Zip:27607
Phone: (919 ) 828-1876
Einai I:[e-mail]
Vlll. APPLICANT'S CERTIFICATION
Fax: (91.9 ) 828-1877
I, (print or• t ylle uanre of perscrrr listed hi General hiPrruation, item 2) Carl Baker, PE
certify that the information included on this permit application form is, to the best of my knowledge, correctand
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cov is will be ed, and that the proposed project complies with the requirements of 15A
NCAC 214 .100 _ rec /�
Signature:
Date: i — ZQ — O 1
Form SWU-101 Version 09.25.08
Pa-e 4 of 4

m
O
N
Lo
Cn
Li 3
' 1L
N
�
Q
C
ra
Q
m
C) _
a) LIB
+ Ln
N
00
Om
00
OM
O
v°1i
O
m\
00
N
N
Ol
00
N
O
O
M
Oct
Ql
`�
N
N
U
N
to
N
ry
U
l.A
u'1
O
l6
—1
C)
N
�
N
Op
m
[O
Q
00
�
O
rn
Ln
N
N
l0
a
O
m
00
nj
�
N
> N
Z
U
.-i
N N
_
a
z
g
m
Q
N
Ln
LD
O
N
o
O
N
C)
CDO
Q
Ol
N
a)
to
'�
00
N
00
D
Ln
N
m
m
C
U t
lfl
a)
O
O
N
o
O
m
Ct
r-
6s
Ln�
,�
n
m
`�
CLO
H
W
-1
m
in
.�-�
.-i
rrn
Q
in
d
�
L
L
In
�-
a)
a)
�••
Z
f0
a)
i)
Q
�O
N
w
ti
Li-
""�
a)
rD
@
x=
ST3
a)
r9
v
Q
.�
g
m
o
o
or
Q)
L
Q
o
Z
W
-a
m
w
L
Q
Q•
N=
a
ro
w
v
7
e
Q
a)
..
vLA
"=
E
.__
Q
aJ
a,
°°
a�
'
v
o
Q
>
00
�
�
Q)
rip
cn
N
W
Y
u
c
o2S
a)
Of
a)
Q
_
�
.�
+.j
w
u
a
m
m
L
an
In
by
M
v,
�.
Ln
M
7
F
a
E
0
V
,�
�_
°
m
Ln
-0
a
3
v
)
L
E
o
°'
-a
o
z
3
5"
'�,
c
U
,n
w
N
o
m
N
0.
in
7
E
O
i
to
c
Q
E
u,
��
�_
v
.�
rt7
0
d
a)
a)
a�
a�
.�
+,
w°
Q
E
an
c
o
o
,
m
E
a
a
u"i
Ana
3
a)
0
0
u
v
a)
4
,�
o
' x
o
a
�
m
I'Co
o
+
o
L
°�
�'
a
`�°
c
c
c
c
�
r�
w
N
O
O
w
a\
o
Q
m
m
m
a)
a
�-
w
N
o
0
0
0
0.01
o
-
i-°
rn
0
0
N
LD
N
c
0
Ln
Ln
U v
O 'v
N J
w Q
Q
n U
00 CO
" U
a �

^�
Q
O
w
C
ttl
Y
O
v LnLn
a�
r i
DO
Ln
0
rn
r I
00
LM
O
rn
Ol
Ln
O
rl
�
ti
rn
m
00
rV
n
[V
o
N
000
Ln
`'�
C
E
N
l/I
L
O
7
--
O
O
O
il-
r-I
w
Lo
Y
O
LU
O
O
o0
m
m
C
LA
U
Ln
'O
c
I
InL-n
>-
a
lJ
LA
Lo
O
O
�
N
Q
a
CO
I
C
ru
4
N
00
r-i
O
dl
Ln
C
um-f
N
N
LD
O
p
m
o0
N
h
CV
2 V)
cr Z
3 �
a,
_
f6
vzr
Q
Nt
Ln
Ln
Q
'Zr
N�
\
0
0
0
LCS)
0
Lnv
"C3
O
Q
01
N
v
0�0
N
00
�+
O
Ln
'.
C)
0
m
c
.
Ln
Ln
a
O
0
"�
O
O
m
y
m
I�
ai
Ln
ri
m
Ln
r
m
N
Lo
6i
m
Lo
"t
w
of
N
00
.--i
m
L
L
Q
�
u
c
LL
QJ
Z
y
ro
ra
Q
p
Ln.�
O
v
O
Z
v
m
p
.2
'
=
v
u
4�
a
Q
Ln
ry
Q
I
O
f6
ai
U
c
rts
to
w
Q
0
of
a�
�_
°0
ao
•
a�
vW
C
V
+�
U
O
Y
r
C
u,
m
N
vl
m
C
O_
C
C
—
7
O
E
Y
>
Q7
�
L
'�
Y
Vl
—
=
C
0.0
=
C
VT
Ln
"O
-
)
X
.�
Y
U
L-
O
C
_O
L
N
W
LU
v,
N
-d
0
o
m
Ln
Q
Ln
N
C
`"
a1
c
O
E
E
m�
p�
c
O
Q
on
c
OO
u
O
aj
n
YeCn
YC
-
,-
4
p
O
A
Q3
m
aa
L
v
C
C
�+
ateO
+
m
O
w
a
O
ma
t
O
O
O
O-
Oen
H
rn
0
0
N
00
N
c
0
n
a,
u v
O 'v
N J
a E
2 R
N U
CO CO
U

r
Architectum & F_ngineerr'ng
4000 lI%r.,7C'Gcr e lilrrl., .S'rrile 280
RaleiG, 1\'orflr Curaliuu 27607
919/828.187(
! trti119/828-1877
• Gllr•//rruu.rlur•kue:� �err.cn71/
We transmit
fTiWAJF
i1MM
m-11
To: North Carolina DLNR - Division
of Land Resources
Wilmington Rcs�, oval Office
127 Cardinal Drive Istctision
Wilmington, NC 28405
Attn: Chris Bakcr
Date: PCIM an• 20, 2009
Project No: 2861
Reference: III 123, '1'ruck
Ctnnhauti� i�-laiut./Ohs
Complex
® herewith fir= q 2 $ 2009
❑ to accordance with your request r
❑ under separate cover
For Your
❑ approval ❑ distribution to parties
® review and comment ❑ record
❑ use ❑ information
The Following
❑
drawings
❑
computer file(s)
❑
specifications
❑
samples
❑
change order
❑
product literature
n
shop drawings
other
Copies
Date
Description
2
02/20/09
Full Size Revision Sheet (C-504)
Remarks
Chris,
In addition to the package that you received on February 20, 2009 regarding the 'Request for Additional Information', please find the
updated table to the 1-mergency Spilhvay detail (Detail A4, Sheet C-504) for the Wet Detention Basin. "['lie detail was revised to show
the correct elevation of 20.00' FMSL for dimension ' B'. T\vo hard copies of the revised sheet, Sheet C-504, xvill be mailed to you via
UPS. If you should have any further questions or comments, please feel free to contact us.
By. Jason Rupert Copies to:

o 0
Architecture & Engineering V: allQ3Ta V — -ZL
4000 1 Fesl(,base Bhyl,, Sidle 2SO To: North Carolina 1)1---NR - Division Date: hebruary 19, 2009
Kab'gA IV(jr/ + Cuminra 27007
919/ S2 S-187(
Fax 919/52S-1877
Gl1p: / / rrrr+rv. clur �; rr r ti:� c rt. r •apt
We transmit
For Your
The Following
of land Resources
W11111ington Re},)14 mal Office
127 Cardinal Dri'•e l"stensio n
Wlimington, NC 28 0i
Attn: Chris Baker
® herewith
❑ in accordance with your request
❑ under separate cover
❑ approval
® review and comment
❑ use
Project No: 2861
Reference: PI 1231,Truck
Company ��-laint./Ops
Complex
❑ distribution to parties
❑ record
❑ information
®
drawings
❑
computer file(s)
❑
specifications
❑
samples
❑
change order
❑
product literature
n
shop drawings
�
other
Copies
Date
Description
1
02/19/09
NCDENR Supplements (1 Infiltration Basin, 1 Wet Detention Basin, 2 Level
Spreaders, 1 Grassed Swale)
1
02/19/09
Report & Calculations Revisions
2
02/19/09
Full Size Revision Plans (CG-100, CG-101, C-506, C-508)
1
02/19/09
Check for resubmittal fee ($1,000)
Remarks
]'lease see the attaclied documents and plans addressing the five (5) comments made in your'Request for Additional hilbrmation'
letter dated February 13, 2009. if you sliould have any furtlier questions or comments, please leel free to contact us.
Bv: Jason Rupert Copies to:

DRAINAGE AREA DESIGN -SHEET
DATE: 2/1812009 SHEET 1 OF 4
PROJECT: Truck Company Maintenace Operation Complex DESIGN BY: JTR
PROJECT NO.: 2862 CHECKED BY: JH
DESCRIPTION: Sub -Basin Drainage Area Analysis
DRAINAGE AREA i.Inliltration Basin
Post Development
C
A 11T
A ac
2
impervious Surface
0.95
131,424
3.02
4
Pervious Surface
0.35
4.2700
0,98
6
7
8
Weighted
C
0.80
Total Area
174,124
4.00
Impervious Area
131,424
3.02
Percent Impervious 75.5%
Volume Runoff to be Controlled From 3.0" Storm
Rv-0.05+0.009(1) (Simple Method, Scheuler)
l= 75.5 Percent Impervious
Rv= 0.73 Runoff Coefficient
V-P'Rv Ad
Drawdown Calculation
Q = CiA
i = 0,18 inlhr
C = Weighted C
A = Total area in acres
Q = 0.58
P= 3.0 in
Design Rainfall
V= 0.729 ac-ft
Volume To Be Treated
V= 31,747 W
Volume To Be Treated
A= 15,638 it'
Area of Treatment Device
D= 2.50 ft
Pool Depth
V= 34,330 ft3
Volume of Treatment
14,50 it
Seasonal High Water Table Elevation
1650 it
Bottom of Treatment Device
19.00 it
Water Suface Elevation
V= 31,747 ft3
Volume To Be Drawn Down
A= 15,638 ft2
Area of Treatment Device
k= 6.60 inlhr
Most Restrictive Infiltration Rate
t= 5 hrs
Drawdown Time
1= 0.2 days

F3 2 0 2009
a
DRAINAGE AREA DESIGN SHEET
DATE: 2119/2009 SHEET 2 OF 4
PROJECT: MARSOC Firestation DESIGN BY; JTR
PROJECT NO.'. 2862 CHECKED BY; JH
DESCRIPTION; Sub -Basin Drainage Area Analysis
DRAINAGE AREA 2- Wol Detention Basin
Post Development
C
A ft'
A ac
2
Impervious Surface
0.95
272,833
6.26
4
Pervious Surface
0.35
33,008
0.76
6
7
8
Weighted
C
0.89
Total Area
305,841
7.02
Im ervious Area
272,833
6.26
Percent Impervious 89.2%
Volume Runoff to be Controlled From 1.5" Storm
Rv=0.05+0A09(i) (Simple Method, Scheuler)
1= 89.2 Percent Impervious
Rv= 0.85 Runoff Coefficient
V=P*Rv"Ad
p= 1.5 in
V= 0.749 ac-ft
V=1 32,606 ft3
A= 19,243 ft'
D= 4.00 ft
V= 35,868 ft3
16.00 ft
10.00 ft
17.50 ft
Q = CiA
i = 0.18 inlhr
C = Weighted C
A = Total area in acres
Q= 1,12
Design Rainfall
Volume To Be Treated
Volume To Be Treated
Area of Treatment Device
Pool Depth
Volume of Treatment
Seasonal High Water Table Elevation
Bottom of Treatment Device
water Suface Elevation

I I
Re uire Volume To Control The 1.5" Storm I
RUNOFF COEFICIENT (RV): STORM RUNOFF (IN) / STORM RAINFALL (IN)
PERCENT IMPERVIOUS (1): IMPERVIOUS PORTION OF DA (AC)/ DRAINAGE AREA (AC)
RV = .05 +.9 * (1)
= .05 + .9 * (.8921)
_ .85289 IN/IN
REQUIRED VOLUME FROM 1.5" OF RUNOFF = (DESIGN RAINFALL) * (RV) * (DRAINAGE AREA)
V = 3630 * (1.5") * (.85289) * 7.021
= 32,606 FT
PROVIDED VOLUME FROM 1.5" OF RUNOFF = 35,868 FT 3
VOLUME PROVIDED > VOLUME REQUIRED
SURFACE AREA CALCULATIONS
REQUIRED ORIFICE DIAMETER FOR 2-5 DAY DRAW DOWN
TEMPORARY POOL VOLUME = 35,868
HEIGHT OF TEMPORARY POOL (H.) = 1.5 FT
DRAWDOWN TIME = 2 DAYS OR 172,800 SEC
FLOWRATE = 32,606 CIF /172,800 SEC = .1887 FT'/SEC
ORIFICE COEFFICIENT = 0.6
AREA = (Q/C) / (2 * G * Ho/3
_ (.1887 /.6) / (2 * 32.2 * 135)
= 0.05542 FT
= 7.98 IN
DIAMETER = (AREA * 4) / zr
= 3.18 INCHES
= USE 3.0 INCHES FOR ORIFICE SIZE (3.0" Orifice will drawdown volume in 2.76 days)

2 0 Z009
Hydraflow Table of Contents 1 Hydraflow.gpw
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2009 by Autodesk, Inc. v6.066 Wednesday, Feb 18, 2009
Hydrograph Return Period Recap...................................................................... 1
1 - Year
SummaryReport................................................................................................................. 2
Hydrograph Reports................................................................. ......... 3
.................................
Hydrograph No. 1, Rational, Pre Development Entire Site ............................................... 3
Hydrograph No. 2, Rational, Post Development Entire Site ............................................. 4
Hydrograph No. 4, Rational, Pre Development DA 1....................................................... 5
Hydrograph No. 5, Rational, Post Development DA 1...................................................... 6
Hydrograph No. 6, Reservoir, Post Dev. 1 to Basin 1....................................................... 7
Pond Report - Infiltration Basin................................................................................... 8
Hydrograph No. 8, Rational, Pre Development DA 2 ....................... ... .... .. . .
Hydrograph No. 9, Rational, Post Development DA 2.................................................... 10
Hydrograph No. 10, Reservoir, Post Dev. 2 to Basin 2................................................... 11
PondReport - Wet Pond........................................................................................... 12
10 -Year
SummaryReport...............................................................................................................
13
Hydrograph Reports........................................................................ ...
..............................
14
Hydrograph No. 1, Rational, Pre Development Entire Site .............................................
14
Hydrograph No. 2, Rational, Post Development Entire Site ...........................................
15
........................
Hydrograph No. 4, Rational, Pre Development DA 1 .....................................................
16
Hydrograph No. 5, Rational, Post Development DA 1....................................................
17
Hydrograph No. 6, Reservoir, Post Dev. 1 to Basin 1 .....................
Hydrograph No. 8, Rational, Pre Development DA 2.....................................................
19
Hydrograph No. 9, Rational, Post Development DA 2....................................................
20
Hydrograph No. 10, Reservoir, Post Dev. 2 to Basin 2...................................................
21

Hydrograph Return Period Hyd,agc l&ydrographs Extension for AutoCAD® Civil 3D@ 2009 by Autodesk, Inc. v6.066
Hyd.
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No.
type
Hyd(s)
description
(origin)
1-Yr
2-Yr
3-Yr
5-Yr
10-Yr
25-Yr
50-Yr
100-Yr
1
Rational
------
30.58
-------
-------
-------
47.86
-------
-------
-------
Pre Development Entire Site
2
Rational
------
43.20
-------
-------
-------
67.61
-------
-------
-------
Post Development Entire Site
4
Rational
------
9.933
-------
-------
-------
15,55
-------
-------
-------
Pre Development DA 1
5
Rational
------
13.81
-------
-------
-------
21.62
-------
-------
-------
Post Development DA 1
6
Reservoir
5
0.000
-------
-------
-------
0.000
-------
-------
-------
Post Dev. 1 to Basin 1
8
Rational
------
20.80
-------
-------
-------
32.55
-------
-------
-------
Pre Development DA 2
9
Rational
------
29.38
-------
-------
-------
45.99
-------
-------
-------
Post Development DA 2
10
Reservoir
9
0.000
-------
-------
-------
0.000
-------
-------
-------
Post Dev. 2 to Basin 2
Proj. file: Hydraflow.gpw
Wednesday, Feb 18, 2009

Hydrograph Summary Re pydr_aiTow Hydrographs Extension for AutoCADO Civil 3DO 2009 by Autodesk, Inc. v6.066
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
Rational
30.58
1
10
18,347
------
------
------
Pre Development Entire Site
2
Rational
43.20
1
10
25,919
------
------
------
Post Development Entire Site
4
Rational
9.933
1
10
5,960
-=----
------
------
Pre Development DA 1
5
Rational
13.81
1
10
8,288
------
------
------
Post Development DA 1
6
Reservoir
0.000
1
nla
0
5
17.16
8,288
Post Dev, 1 to Basin 1
8
Rational
20.80
1
10
12,480
------
------
------
Pre Development DA 2
9
Rational
29.38
1
10
17,631
------
------
—
Post Development DA 2
10
Reservoir
0.000
1
nla
0
9
13.35
17,631
Post Dev. 2 to Basin 2
Hydraflow.gpw
Return Period: 1 Year
Wednesday, Feb 18, 2009

Hydrograph Report 2 0 2009 3
Hydraflow Hydrographs Extension for AUtoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066- _._ _ - Wednesday, Feb 18, 2009
Hyd. No. 1
Pre Development Entire Site
Hydrograph type
= Rational
Peak discharge
= 30.58 cfs
Storm frequency
= 1 yrs
Time to peak
= 0.17 hrs
Time interval
= 1 min
Hyd. volume
= 18,347 cuft
Drainage area
= 10.320 ac
Runoff coeff.
= 0.63
Intensity
= 4.703 inlhr
Tc by User
= 10.00 min
OF Curve
= Test.IDF
Asc/Rec limb fact
= 111
Pre Development Entire Site
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
000
35.00
30.00
25.00
20.00
15.00
10.00
5.00
000
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
Hyd No. 1 Time (hrs)

4
Hydrograph Report
Hydraflow Hydrographs Extension for AUtoCAD® Civil ME) 2009 by Autodesk, Inc. v6.066
Wednesday, Feb 18, 2009
Hyd. No. 2
Post Development Entire Site
Hydrograph type = Rational
Peak discharge
= 43.20 cfs
Storm frequency = 1 yrs
Time to peak
= 0.17 hrs
Time interval = 1 min
Hyd. volume
= 25,919 cuft
Drainage area = 10.320 ac
Runoff coeff.
= 0.89*
Intensity = 4.703 inlhr
Tc by User
= 10.00 min
OF Curve = Test.IDF
Asc/Rec limb fact
= 111
Composite (Area1C) = [(9.070 x 0.95) + (3.030 x 0.35)] / 10.320
Q (cfs)
50.00
40.00
30.00
20.00
10.00
Post Development Entire Site
Hyd. No. 2 -- 1 Year
0.00
0.0 0.0 0.1 0.1 0.1
Hyd No. 2
Q (cfs)
50.00
40.00
30.00
20.00
1 " 0.00
0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)

Hydrograph Report 2 f1 2009
5
Hydraflow Hydrographs Extension for AutoCAD® Civil Me 2009 by Autodesk, Inc. v6.066
Hyd. No. 4
Pre Development DA 1
Wednesday, Feb 18, 2009
Hydrograph type
= Rational
Peak discharge
= 9.933 cfs
Storm frequency
= 1 yrs
Time to peak
= 0.17 hrs
Time interval
= 1 min
Hyd. volume
= 5,960 cuft
Drainage area
= 3.300 ac
Runoff coeff.
= 0.64
Intensity
= 4.703 in/hr
Tc by User
= 10.00 min
OF Curve
= Test.IDF
Asc/Rec limb fact
= 1 /1
Pre Development DA 1
Q (cfs) Hyd. No. 4 -- 1 Year
10.00
: M
4.00
2.00
0.00 -1 1 1
0.0 0.0 0.1 0.1
- Hyd No, 4
Q (cfs)
10.00
IV
M
4.00
2.00
I I ! - __ I f 1 u 0.00
0.1 0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3100 2009 by Autodesk. Inc. v6.066
Hyd. No. 5
Post Development
DA 1
Hydrograph type
= Rational
Storm frequency
= 1 yrs
Time interval
= 1 min
Drainage area
= 3.300 ac
Intensity
= 4.703 in/hr
OF Curve
= Test.IDF
Q (Cfs)
14.00
12.00
10.00
4.00
2.00
0.00 1 1. 1
0.0 0.0 0.1
Hyd No. 5
0.1
Post Development DA 1
Hyd, No. 5 -- 1 Year
Wednesday, Feb 18, 2009
Peak discharge = 13.81 cfs
Time to peak
= 0:17 hrs
Hyd. volume
= 8,288 cuft
Runoff coeff.
= 0.89
Tc by User
= 10.00 min
Asc/Rec limb fact
= 1 /1
Q (cfs)
14.00
12.00
10.00
4.00
2.00
x 0.00
0.1 0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)

Hydrograph Report 5,,3 2 2009 7
Hydrafow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066 - Wednesday, Feb 18, 2009
Hyd. No. 6
Post Dev. 1 to Basin 1
Hydrograph type
= Reservoir
Peak discharge
= 0.000 'cfs
Storm frequency
= 1 yrs
Time to peak
= nla
Time interval
= 1 min
Hyd. volume
= 0 tuft
Inflow hyd. No.
= 5 - Post Development DA 1
Max. Elevation
= 17.16 ft
Reservoir name
= Infiltration Basin
Max. Storage
= 8,288 tuft
Storage Indication method used.
Q (cfs)
14.00
12.00
10,00
8.00
6.00
4.00
2.00
Post Dev. 1 to Basin 1
Hyd. No. 6 -- 1 Year
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
0.00 v 1 1 1 1 1 I I I I 1 1 -I I 1 1 N 0.00
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 li
Time (hrs)
Hyd No. 6 ---M- Hyd No. 5 I.II.11=I.1111 Total storage used = 8,288 tuft

Pond Report $
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2009 by Autodesk, Inc. v6.066 Wednesday, Feb 18, 2009
Pond No. 1 - Infiltration Basin
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Segining Elevation = 16.50 ft
Stage 1 Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cult) Total storage (cult)
0.00 16.50 11,905 0 0
0.50 17.00 12,616 6,129 6,129
1.50 18.00 14,091 13,345 19,474
2,50 19,00 15,638 14,856 34,330
Culvert 1 Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrFRSr]
[A]
[B]
[C]
[D]
Rise (in)
= 0.00
0.00
0.00
0.00
Crest Len (ft)
= 15.00
0.00
0.00
0,00
Span (in)
= 0.00
0.00
0.00
0.00
Crest El. (ft)
= 19.00
0.00
0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 3.33
3.33
3,33
3.33
Invert El. (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= Rect
---
---
---
Length (ft)
= 0.00
0.00
0.00
0.00
M ulti-Stage
= No
No
No
No
Slope (%)
= 0.00
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(inthr)
= 0.000 (by Wet area)
Multi -Stage
= n/a
No
No
No
TW Elev. (ft)
= 0.00
Note: Culvert;Orifice outflows are analyzed under inlet {ic) and outlet (oc) control, Weir risers checked for orifice conditions (ic) and submergence (s).
Stage 1
Storage /
Discharge Table
Stage
Storage
Elevation Cl A
Clv B Clv C PrfRsr Wr A
Wr B Wr C Wr D Exfii User Total
ft
cuft
ft cfs
cfs cfs cfs cfs
cfs cfs cfs cfs cfs cfs
0.00
0
16.50 ---
--- --- --- 0.00
--- --- 0.000
0,50
6,129
17.00 ---
--- --- 0.00
--- --- --- --- 0.000
1.50
19,474
18.00 ---
-- --- 0.00
--- --- --- 0.000
2,50
34,330
19.00 ---
--- --- 0.00
--- --- --- 0.000

Hydrograph Report `COD s
Hydraflow Hydrographs Extension for AutoCADV Civil 3D® 2009 by Autodesk,`inc. v6:066�- -" - Wednesday, Feb 18, 2009
Hyd. No. 8
Pre Development DA 2
Hydrograph type
= Rational
Peak discharge
= 20.80 cfs
Storm frequency
= 1 yrs
Time to peak
= 0.17 hrs
Time interval
= 1 min
Hyd. volume
= 12,480 cuft
Drainage area
= 7.020 ac
Runoff coeff.
= 0.63
Intensity
= 4.703 inlhr
Tc by User
= 10.00 min
IDF Curve
= Test.IDF
Asc/Rec limb fact
= 111
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
Pre Development DA 2
Hyd. No. 8 -- 1 Year
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
0.00 X _--, _ I I I I 1 I I ' N 0.00
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
---- Hyd No. 8 Time (hrs)

Hydrograph Report
lii to]
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Feb 18, 2009
Hyd. No. 9
Post Development DA 2
Hydrograph type = Rational
Peak discharge
= 29.38 cfs
Storm frequency = 1 yrs
Time to peak
= 0.17 hrs
Time interval = 1 min
Hyd. volume
= 17,631 tuft
Drainage area = 7.020 ac
Runoff coeff.
= 0.89
Intensity = 4.703 in/hr
Tc by User
= 10.00 min
OF Curve = Test.IDF
Asc/Rec limb fact
= 111
Post Development DA 2
Q (cfs) Hyd. No. 9 -- 1 Year
30.00
25.00
15.00
10.00
5.00
WMN
Q (cfs)
30.00
25.00
20.00
15.00
5.00
0.00
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
- Hyd No. 9 Time (hrs)

t :`3 2 0 2009
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31D® 2009 by Autodesk. Inc. v6.066
Hyd. No. 10
Post Dev. 2 to Basin 2
11
Wednesday, Feb 18, 2009
Hydrograph type
= Reservoir
Peak discharge
= 0.000 cfs
Storm frequency
= 1 yrs
Time to peak
= nla
Time interval
= 1 min
Hyd. volume
= 0 tuft
Inflow hyd. No.
= 9 - Post Development DA 2
Max. Elevation
= 13.35 ft
Reservoir name
= Wet Pond
Max. Storage
= 17,631 tuft
Storage Indication method used
Post Dev. 2 to Basin 2
Q (cfs)
Hyd. No. 10 -- 1 Year
30.00
25.00
15.00
10.00
40161
W
Q (cfs)
30.00
25.00
20.00
15.00
10.00
M'14I11
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)
Hyd No. 10 Hyd No. 9 I.tl.I.I=I.E.I.I Total storage used = 17,631 tuft

Pond Report 12
Hydraflow Hydrographs Extension for AUtoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066 Wednesday, Feb 18, 2009
Pond No. 2 - Wet Pond
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 11,00 ft
Stage 1 Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cult) Total storage (cult)
0.00
11.00
5,679
0
0
1.00
12.00
6, 792
6,227
6,227
2.00
13.00
9,107
7,920
14,147
3.00
14.00
10,846
9,963
24,110
4.00
15.00
12,729
11,774
35,884
5.00
16.00
14,757
13,729
49,613
6.00
17,00
16,928
15,829
65,441
6.50
17.50
19,881
9,191
74,633
7.00
18,00
23,140
10,744
85.377
8.00
19,00
27,167
25,124
110,501
9.00
20.00
30,935
29,028
139,528
Culvert 1 Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in) = 0.00
0,00
0.00
0,00
Crest Len (ft)
= 15.00
0.00
0.00
0.00
Span (in) = 0.00
0,00
0.00
0.00
Crest El. (ft)
= 19.50
0.00
0.00
0.00
No. Barrels = 0
0
0
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft) = 0.00
0.00
0.00
0.00
Weir Type
= Rect
---
---
---
Length (ft) = 0.00
0.00
0.00
0.00
Multi -Stage
= No
No
No
No
Slope (%) = 0.00
0.00
0.00
nla
N-Value = .013
.013
.013
nla
Orifice Coeff. = 0.60
0.60
0.60
0.60
Exfil.(inthr)
= 0.000 (by Wet area)
Multi -Stage = nla
No
No
No
TW Elev. (ft)
= 0,00
Note: CulverWrifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage 1 Storage I Discharge
Table
Stage Storage Elevation
Clv A
Clv B Clv C
PrfRsr Wr A
Wr B
Wr C
Wr D
Exfil User
Total
ft cuft
ft
cfs
cfs cfs
cfs cfs
cfs
cfs
cfs
cfs cfs
cfs
0.00 0
11.00
---
--- 0.00
---
---
---
---
0.000
1.00 6,227
12.00
---
--- 0.00
---
---
---
--- ---
0.000
2.00 14,147
13.00
---
---
--- 0.00
---
---
---
--- ---
0.000
3.00 24,110
14.00
---
--- --
--- 0.00
---
---
---
--- ---
0,000
4.00 35,884
15.00
---
--- ---
--- 0,00
---
---
---
--- ---
0.000
5.00 49,613
16.00
--- ---
0,00
---
---
---
--- ---
0,000
6.00 65,441
17.00
--- ---
0.00
---
---
0.000
6.50 74,633
17,50
--- ---
0.00
---
---
---
0.000
7.00 85,377
18.00
---
0.00
0.000
8.00 110,501
19.00
---
---
--- 0.00
---
---
---
--- ---
0.000
9.00 139,528
20.00
---
--- 17.66
---
---
---
--- ---
17.66

2 0 20t�9
13
Hydrograph Summary Re pldr,jow Hydrographs Extension for AutoCADO Civil 3D® 2009 by Autodesk, inc. v6.066
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
description
1
Rational
47,86
1
10
28,714
------
------
------
Pre Development Entire Site
2
Rational
67,61
1
10
40,564
------
------
------
Post Development Entire Site
4
Rational
15.55
1
10
9,327
------
------
------
Pre Development DA 1
5
Rational
21.62
1
10
12,971
------
------
------
Post Development DA 1
6
Reservoir
0.000
1
n!a
0
5
17,51
12,971
Post Dev. 1 to Basin 1
8
Rational
32,55
1
10
19,532
------
------
------
Pre Development DA 2
9
Rational
45.99
1
10
27,593
-- ---
------
------
Post Development DA 2
10
Reservoir
0.000
1
nla
0
9
14,30
27.593
Post Dev. 2 to Basin 2
Hydraflow.gpw
Return Period: 10 Year
Wednesday, Feb 18, 2009

Hydrograph Report
14
Hydraflow Hydrographs Extension for AutoCADO Civil 3D® 2009 by Autodesk, Inc. v6,066
Hyd. No. 'I
Pre Development Entire Site
Hydrograph type
= Rational
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 10.320 ac
Intensity
= 7.361 inlhr
IDF Curve
= Test.IDF
Q (cfs)
50.00
40.00
30.00
20.00
10.00
0.00
0.0 0.0
- Hyd No. 1
Wednesday, Feb 18, 2009
Peak discharge = 47.86 cfs
Time to peak
= 0.17 hrs
Hyd. volume
= 28,714 cuft
Runoff coeff.
= 0.63
Tc by User
= 10.00 min
ASc/Rec limb fact
= 111
Pre Development Entire Site
Hyd. No. 1 -- 10 Year
0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3
Q (cfs)
50.00
40.00
30.00
20.00
10.00
-X- 0.00
0.3
Time (hrs)

15
H d ro' ra h
Report rt
� 0 20��
5��
HydraFlow Hydrographs Extension for AutoCADO Civil 3D0 2009 by Autodesk, Inc. v6.066
Wednesday, Feb 18, 2009
Hyd. No. 2
Post Development Entire Site
Hydrograph type
= Rational
Peak discharge
= 67.61 cfs
Storm frequency
= 10 yrs
Time to peals
= -0.17 hrs
Time interval
= 1 min
Hyd. volume
= 40,564 cuft
Drainage area
= 10.320 ac
Runoff coeff.
= 0.89*
Intensity
= 7.361 inlhr
Tc by User
= 10.00 min
OF Curve
= Test.IDF
Asc/Rec limb fact
= 111
" Composite (Area1C) = [(9.070 x 0.95) * (3.030 x 0.35)] 1 10.320
Q (cfs)
70.00
MOTOR
50.00
40.00
r1 tl4
10.00
MO
0.0 0.0 0.1 0.1
Hyd No. 2
Post Development Entire Site
Hyd. No. 2 -- 10 Year
Q (cfs)
70.00
60.00
50.00
40,00
30.00
20.00
10.00
_ _ I _. _._. _I 1w 0.00
0.1 0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)

Hydrograph Report
16
Hydraflow Hydrographs Extension for AutoCADO Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Feb 18, 2009
Hyd. No. 4
Pre Development DA 1
Hydrograph type = Rational
Peak discharge
= 15.55 cfs
Storm frequency = 10 yrs
Time to peak
= 0.17 hrs
Time interval = 1 min
Hyd. volume
= 9,327 cuft
Drainage area = 3.300 ac
Runoff coeff.
= 0.64
Intensity = 7,361 inlhr
Tc by User
= 10.00 min
OF Curve = Test.IDF
Asc/Rec limb fact
= 111
Q (cfs)
18.00
15.00
12.00
9.00
6.00
3.00
Pre Development DA 1
Hyd. No. 4 -- 10 Year
Q (Cfs)
18.00
15.00
12.00
M
OME
3.00
0.00 1 1 1 1 1 1 1 1 1 1 31 0.00
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
Hyd No. 4 Time (hrs)

I
G 2 1 200S
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2009 by Autodesk. Inc. v6.066
Hyd. No. 5
Post Development DA 1
17
Wednesday, Feb 18, 2009
Hydrograph type
= Rational
Peak discharge
= 21.62 cfs
Storm frequency
= 10 yrs
Time to peak
= 0.17 hrs
Time interval
= 1 min
Hyd. volume
= 12,971 cuft
Drainage area
= 3.300 ac
Runoff coeff.
= 0.89
Intensity
= 7.361 in/hr
Tc by User
= 10.00 min
OF Curve
= Test.IDF
Asc/Rec limb fact
= 1/1
Post Development DA 1
Q (cfs)
Hyd. No. 5 -- 10 Year
24.00
20.00
16.00
12,00
4.00
Q (cfs)
24.00
16.00
12.00
IM full
4.00
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
Hyd No. 5 Time (hrs)

18
Hydrograph
Report
Hydraflow Hydrographs Extension for AUtoCADO Civil 31DO 2009 by Autodesk, Inc. v6.066
Wednesday, Feb 18, 2009
Hyd. No. 6
Post Dev. 1 to Basin 1
Hydrograph type
= Reservoir
Peak discharge
= 0.000 cfs
Storm frequency
= 10 yrs
Time to peak
= nla
Time interval
= 1 min
Hyd. volume
= 0 Cuft
Inflow hyd. No.
= 5 - Post Development DA 1
Max. Elevation
= 17.51 ft
Reservoir name
= Infiltration Basin
Max. Storage
= 12,971 cuft
Storage Indication method used.
Post Dev. 1 to Basin 1
Q (cfs) Hyd. No. 6 -- 10 Year
24.00
16.00
12.00
M
4.00
M
Q (cfs)
24.00
20.00
16.00
12.00
Iwo]
4.00
SWIT1•
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)
Hyd No. 6 Hyd No. 5 1.I'LLII LU Total storage used = 12,971 cuft

Hydrograph Report res z " ZOO 19
Hydraflow Hydrographs Extension for AutoCADV Civil 31D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 8
Pre Development DA 2
Hydrograph type
= Rational
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 7.020 ac
Intensity
= 7.361 inlhr
OF Curve
= Test.IDF
Wednesday, Feb 18, 2009
Peak discharge = 32.55 cfs
Time to peak
= 0.17 hrs
Hyd. volume
= 19,532 cuft
Runoff coeff.
= 0.63
Tc by User
= 10.00 min
Asc/Rec limb fact
= 111
Pre Development DA 2
Q (cfs) Hyd. No. 8 -- 10 Year Q (cfs)
35.00
30.00
25,00
20.00
15.00
10.00
5.00
000
35.00
30.00
25,00
20.00
15.00
10.00
5.00
o Oo
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 - 0.3
Hyd No. 8 Time (hrs)

20
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc, v6.066
Wednesday, Feb 18, 2009
Hyd. No. 9
Post Development DA 2
Hydrograph type = Rational
Peak discharge
= 45.99 cfs
Storm frequency = 10 yrs
Time to peak
= 0.17 hrs
Time interval = 1 min
Hyd. volume
= 27,593 cuft
Drainage area = 7.020 ac
Runoff coeff.
= 0.89
Intensity = 7.361 inlhr
Tc by User
= 10.00 min
OF Curve = Test.IDF
Asc/Rec limb fact
= 111
Q (Cfs)
50.00
A
10.00
Post Development DA 2
Hyd. No. 9 -- 10 Year
0.00 J1EI I '
0.0 0.0 0.1 0.1 0.1
Hyd No. 9
Q (Cfs)
50.00
40.00
30.00
20.00
M01011
3 0.00
0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)

2 0 21
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2009 by Autodesk, Inc. v6.066 Wednesday, Feb 18, 2009
Hyd. No. 10
Post Dev. 2 to Basin 2
Hydrograph type
= Reservoir
Peak discharge
= 0.000.cfs
Storm frequency
= 10 yrs
Time to peak
= nla
Time interval
= 1 min
Hyd. volume
= 0 cuft.
Inflow hyd. No.
= 9 - Post Development DA 2
Max. Elevation
= 14.30-ft
Reservoir name
= Wet Pond
Max. Storage -
= 27-,593 cuft
Storage Indication method used
0 (cfs)
50.00
40.00
30.00
20.00
10.00
Post Dev. 2 to Basin 2
Hyd. No. 10 -- 10 Year
0 (cfs)
50.00
40.00
30.00
20.00
10.00
0 00
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3
Time (hrs)
Hyd No. 10 Hyd No. 9 11TEHM Total storage used = 27,593 cuft

I
�I
NARRATIVE
General Information
!_ E 3 0 5 2009
A. Name of Project: P1223 Truck Company Maintenance Operations Complex — The
purpose of this project is to construct a motor pool facility to serve a Truck Company at
MCB Camp Lcjeunc. The project includes constructing a one-story facility and
supporting infrastructure including asphalt and gravel parking areas within a controlled
perimeter.
B. Acres in Tract: 11.89
C. Acres Being Disturbed: 11.70
D. Acres in Wetlands. There are no wetland areas located within the project site. The
project site is also outside of any wetland buffers.
E. Owner: U.S. Government — Owner representative is Carl Baker, Director MCB Camp
Lcjeune Public Works, Design Branch
F. Description of Development Proposal: The purpose of this project is to provide a single
story motor pool maintenance facility with drive -through bays for servicing military
vehicles based at Marine Corps Base at Camp Lejeune. The site work will include two
entrances to a parking lot from Michael Road. Service access for military vehicles based
at the facility will be provided through a separate entrance from Michael Road west of
the parking lot entrances. The service entrance will provide space for a vehicle to stage
and not interfere with traffic on Michael Road. This project will meet minimum anti-
terrorism force protection standards.
G. Pre-1988 Built Upon Area: None known — Area currently has 3 gravel lots constituting a
pre -developed site of 46.9% impervious.
H. Project & Stormwater Facilities Phasing: NIA — Project will be completed in a single
phase. This is a Design Build project in which the site work will be approved and
released for construction as the building design is completed.
Proposed Waste Water Treatment & Water Supply: Sanitary Sewer service is provided by
6" laterals connected to an 8" main which is connected to an 8" existing gravity sewer
main to the north of the site. Water Distribution service is provided by a 8" proposed loop
on site connected to an existing 8" water main oil the south of the site. The 8" loop will
have split connections to fire and domestic service prior to connecting to the building.
Fire Hydrants will also be located on site necessary to meet code. "
J. Historic Site & Projects Being Funded With Public Monies: NIA

VEq 0 5 2009
K. Non -Compliance Issues with DENR Agencies: NIA — Water, Sanitary Sewer,
Stor, nwater, and Erosion and Sedimentation will all be permitted through NCDENR.
Stormwater Information
A.
I. River Basin: White Oak
II. Stream Classification: SC. NSW
Ill. Index Number for All Water Bodies On or Adjacent To The Project or Closest to The
Project Area: New River: 19-(15.5)
B. Stormwater Design is: High Density with a combination of Infiltration Basin and Wet
Detention Basin. The use ofthe area can be classified as institutional since it is within
the boundaries of a military base.
C. Proposed total % Impervious Surface: 80.0%
D. Number of Proposed Treatment Measures, Type(s) of Collection System: I Infiltration
Basin, 2 Level Spreaders, 2 Vegetated Filter Strips and I Wet Detention Basin.
E. Will All Built Upon Area Be Collected: All area will be collected for treatment except a
small amount at the end of each driveway that will drain into the street and existing
basins.
F.
I. Does Project Have Buffer Requirements: No
II. Is Proposed Development Within a Buffer: No
G. N/A
H. Is Off -Site Runoff Coming Onto The Site or Into The Proposed BMP: Yes, the BMP is
sized to handle runoff from Gum Street. Gum Street is crowned and the runoff from that
offsite are will drain to an onsite BMP for treatment.
I. Is Road Construction Across other Property Necessary to Access Project: No — The
adjacent area to the east is under construction currently but all other access will be from
existing streets.
J. The project had an initial soil evaluation completed by GER Environmental. The
evaluation shows high infiltration rates (5 in/hr+) in the areas of the basins. An
Infiltration site visit was completed with Vincent Lewis on 12/09/08. Seasonal High
Water Table and Basin locations were confirmed at that time. One potential area was not
available for infiltration so a detention pond will be used.
K. Is the Department of Transportation Requiring The Construction of A Turn Lane or Road
Widening Associated With The Project: No

lecle ! "Iyl(;
saoz q o ss�

WHITE, OAK RIVER I3ASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Little Run
WOK03
21-2-1
H31SW5
C
Lodge Creek
WOK03
21-14
H31SE8
C
Lynch Creek
WOK04
21-35-1-4
H32SW9
SA;HQW
Main Prong
WOK03
21-16-1
H31SE5
C
Mairey Branch
WOK03
21-3-1
H31SW7
C
Margaret Branch
WOK02
19-4-3
H29NW9
C;NSW
Maria Creek
WOK04
21-35-7-13-1
H33SW2
SA;ORW
Meadows Branch
WOK03
21-5
H31SW9
C
Middens Creek
WOK04
21-35-7-24
H32SE9
SA;HQW
Mile Hammock Bay
WOK02
19-41-2
I29SE5
SA;HQW
Mill Creek
WOK02
19-9
H29SW8
SC;NSW
Mill Creek
WOK02
19-30-1
I29NW8
SA;HQW
Mill Creek
WOK02
19-39-3-1
I29SW8
SA;HQW
Mill Creek
WOK01
19-41-11-1
I30NW7
SA;HQW
Mill Creek
WOK01
20-29-1-1
I30NE2
SA;HQW
Mill Creek
WOK03
21-19
H31SE9
SA;HQW
Mill Run
WOK02
19-17-7
129NW5
SC;NSW
Mill Swamp
WOK02
19-3-1
H28NE5
C;NSW
Milldam Branch
WOK03
21-3-6
H31SWB
C
Millis Swamp
WOK03
21-3-2
H31SW7
C
Millstone Creek
WOK02
19-30-3-1
I29SW1
SA;HQW
Mingo Creek
WOK04
21-35-7-10-3
H33NW9
SC
Mirey Branch
WOK02
19-41-5-3
I29SE3
SA;HQW
Mirey Branch
WOK01
20-7
H30NW7
C
Money Island Bay
WOK03
20-36-13
132NW4
SA;HQW
Money Island Slough
WOK03
20-36-13-1
I32NW4
SA;HQW
Money Island Swamp
WOK03
21-16-2
H31SE5
C
Morgan Bay
WOK02
19-18
129NWG
SC;NSW
Mott Creek
WOK02
19-16-3
129NE1
C;NSW
Muddy Creek
WOK02
19-30-2
I29NWS
SA;HQW
Mulberry Creek
WOK01
20-13
H30SW4
C
Mullet Cove
WOK05
21-35-7-31
133NW4
SA;ORW
Mullet Gut
WOK01
20-29-2-1
I30NE1
SA;HQW
Mundine Branch
WOK01
20-6
H29NEG
C
Negro Creek
WOK05
21-35-7-4
H33SE2
SA;HQW
Nelson Bay
WOK04
21-35-7-10-(l)
H33NW9
SC
Nelson Bay
WOK04
21-35-7-10-(5)
H33NW9
SA;HQW
NEW RIVER
WOK02
19-(1)
H28NW3
C;NSW
NEW RIVER
WOK02
19-(7)
H29SW8
SB;NSW
NEW RIVER
WOK02
19-(10.5}
H29SWB
SB;HQW,NSW
NEW RIVER
WOK02
19-(11)
I29NW2
SC;HQW,NSW
(NEW RIVER:
WOK02
I29NW2
CSC;NSW
NEW RIVER
WOK02
19-(27)
129NE7
SA;HQW
New River Restricted Area # 1
WOK02
19-31
I29SW2
Sc
New River Restricted Area # 2
WOK02
19-37
129SE4
SC
Newby Creek
WOK04
21-35-1-8
I32NW3
SA;HQW
NEWPORT RIVER
WOK03
21-(1)
H31SW9
C
NEWPORT RIVER
WOK03
21-(17)
H31SE9
SA;HQW
Newport River Restricted Area (Morehead City
WOK03
21-31
132NW2
SC
Harbor)
North Fork White Oak River
WOK01
20-2
H29NWG
C
North Leopard Creek
WOK04
21-35-1-7-2
H32SE8
SA;HQW
North River
WOK04
21-35-1
H32SW6
SA;HQW
Page 5
of 8
2009-02-07 06:25:28

RE: P-1223 -Truck Maintenance Facility
Subject: RE: P-1223 - Truck Maintenance Facility
From: "Christopher 1-1. Small" <[e-mail]>
Date: Thu, 29 Jan 2009 13:28:52 -0500
To: "Christine Nelson" <[e-mail]>
Thanks for the info Christine. That helps us a lot ... we were struggling
with how to show the infiltration basin could handle the 10y 24h storm.
we also were using the full infiltration rate so that saves us a
mistake!
Thanks again. If I don't see you before you leave, have a great
vacation.
Christopher H. Small EI, LEED AP
Civil Engineer
CLARK NEXSEN
Architecture & Engineering
4000 Westchase Boulevard Suite 280
Raleigh, NC 27607
919.628.1876 Tel.
919.828.1877 Fax
[e-mail]
www.clarknexsen.com
CONFIDENTIALITY NOTE: This e-mail and any files transmitted with it
contain privileged and confidential information and are intended solely
for the use of the individual or entity to which they are addressed. If
you are not the intended recipient or the person responsible for
delivering the e-mail to the intended recipient, you are hereby notified
that any dissemination or copying of this e-mail or any of its
attachments is strictly prohibited. If you have received this e-mail in
error, please immediately notify the sending individual or entity by
e-mail and permanently delete the original e-mail and attachments from
your computer system.
-----Original Message -----
From: Christine Nelson[mailto:[e-mail]]
Sent: Thursday, January 29, 2009 11:55 AM
To: Christopher H. Small; Joshua Hurst
Cc: David Towler
Subject: P-1223 - Truck Maintenance Facility
Chris,
Sorry for getting back to you a couple days late, but here is the option
for waiving the requirement for the vegetated filter for the
infiltration system. Again, its applied only on a case -by -case scenario.
Provide twice the design storm [to waive the off-line bypass) and
demonstrate that the 10-yr, 24-hr storm is handled in the system without,
discharging at 1/2 the max infiltration rate, then both the filter strip,
and bypass requirement can be waived. By handling the 10-yr, 24--hr
storm, the volume of runoff that is infiltrated during the 24 hours that
it is raining can be subtracted from the 10 year volume to demonstrate
that the 10 year 24 hour storm doesn't discharge From the system..'
I had forgotten about the restriction on the infiltration rate in the
meeting. Let me know if you have more questions.
Christine
1 of 2 1 /29/2009 1:36 PM

For DENR Use ONLY
Reviewer. C1�% r+5--r rtC_.-'
�F North Carolina Department of Environment an �, submic / &2-+
Natural Resources rime: o:op
NCDENR Request for Express Permit Review
Confirm. s�r 1, +4) —
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan LPDF file) and vicinity map same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a?ncmaii.net.
• Fayetteville orRaleigh Region -David Lee 919-791-4203; davld.lee(ci)-ncmail.net
• Mooresville & -Patrick Grogan 704.663-3772 orpatrick.groganAncmail.net
• Washington Region -Lyn Hardison 252.946-9215 or lyn.hardison(a ncmaitnet
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(a�ncmail.net
NOTE., Project application received after 12 noon will be stamped in the following work day.
Project Name: P1223 TRUCK COMPANY MAINTINENCE/OPERATIONS COMPLEX County: ONSLOW
Applicant: CARL BAKER, PE DIRECTOR -DESIGN BRANCH Company: U.S. GOVERNMENT
Address: 1005 MICHEAL ROAD City: CAMP LEJEUNE, State. NC Zip: 28542-4
Phone: [phone] Fax; :910-451-2927 Email: [e-mail]
Physical Location:BLOCK BOUNDED BY MICHAEL ROAD, GUM ROAD, AND LOUIS ROAD.
Project Drains into NEW RIVER waters -Water classification SC; NSW (for classification see-htt ://h2o.enr.state.nc.usibimstre olslre ortsWB.html
Project Located in WHITE OAK River Basin, Is project draining to class ORW waters? N , within '/z mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: G - J
Company: CLARK NEXSEN o-% IN �� � S
Address: 4000 WESTCHASE BLVD„ SUITE 280 City: RALEIGH, State: NC Zip 27607-6864 j
Phone:[phone] Fax::[phone] Email:
SECTION ONE: REQUESTING r A SCOPING MEETING ONLY ,c�.���
- �} A SOS •� �.,p�f'`
❑ Scoping Meeting ONLY ElDWQ, ElDCM, -❑ .�N ;� DLR, ❑ OTHER: �, �+ ,�.`� O SZ _
SECTION TWO: CHECK ONLY THE PROGRAM iu YOU ARE REQUESTING FOR EXPRESS PERMITTING�'�r�,;
❑ 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 ft 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 Swaies ❑ Off -site (SW (Provide permit #)]
® High Density -Detention Pond I # Treatment Systems ® High Density -Infiltration t #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density-Stormwater Wetlands — # Treatment Systems
❑ High Density -Other _ # Treatment Systems / []MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
,5;5 J Land Quality ❑ Erosion and Sedimentation Control Plan with 11.70 acres to be disturbed.(CK # -(for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping andexpressmeeting request)
Wetlands on Site ❑ Yes ® No
Wetlands 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: lCheck N
Buffer Impacts: ® No ❑ YES: acres)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
For DENR use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; [] Min)
$
SW ( HD, 0 LD, ❑ Gen)
$
401:
1
$
LOS
$
Stream Deter—
$
NCDENR EXPRESS September 2008

For DEN Use ONLY
Rev{ewer CA+r�'5���1e%
North Carolina Department of Environment and Submit �t � 2-
�i Natural Resources • op
NCDENR Request for Express Permit Review Time Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan PDF file and vicinity ma same items ex ected in the apiRlication package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeOncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or lnatrick.proaant ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardison aiincmail.net
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell0rigmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: P1223 TRUCK COMPANY MAINTINENCEIOPERATIONS COMPLEX County: ONSLOW
Applicant: CARL BAKER, PE, DIRECTOR -DESIGN BRANCH Company: U.S. GOVERNMENT
Address: 1005 MICHEAL ROAD City; CAMP LEJEUNE, State. NC Zip: 28542-4
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:BLOCK BOUNDED BY MICHAEL ROAD, GUM ROAD, AND LOUIS ROAD.
Project Drains into NEW RIVER waters — Water classification SC: NSW (for classification see-http:ilh2o.enr. state .nc,uslbimstreportstreportsWBAtml)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within Yz mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: GREGORY MURPHY, PE Company: CLARK NEXSEN
Address: 4000 WESTCHASE BLVD., SUITE 280 City: RALEIGH, State: NC Zip 27607-6864 R
E C E I V E
Phone: 919-828;1876 Fax::[phone] Email: mur h @clarknexsen.com '
SECTION ONE: REQUESTING A SCOPING MEETING ONLY JAN 0 7 2009
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING soJ # DWQ
❑ 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 ft 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 1 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density—Stormwater Wetlands _# Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
,6$ ` Land Quality( ( ))
Erosion and Sedimentation Control Plan with 11.70 acres to be disturbed. 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
Wetlands 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 lr*cts: ® 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 $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW ( HD, 0 LD, Gen)
I
$
401:
I
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS September 2008

Truck Co�ipany Maintenance Operations Complex- Express Stormwat...
Subject: '['ruck Company Maintenance Operations Complex- Express Stormwater permit
From: "Jason T. Rupert" <jrupert vClarkNexsen.com>
Date: Wed, 7 Jan 2009 16:28:03 -0500
TD: <janet.russell a ncmail.net>
CC: "Christopher 1-1. Small" <csmall a ClarkNexsen.com>, "Gregory E. Murphy" <grnurphy rr ClarkNexsen.corn>
Ms. Russell,
Per your request please find the attached documents constituting our request for an Express Stormwater Permit
submittal. The following dates at 11 am would be preferable for scheduling the meeting:
January 20, 21, 22.
Regards,
Jason T. Rupert El
Civil Engineering Intern
CLARKuNEXSEN
Architecture & Engineering
4000 Westchase Boulevard Suite 280
Raleigh, NC 27607
919.828.1876 Tel.
919.828.1877 Fax
arupert{a darknexsen.com
vnwu.clarknexsen.com
CONFIDENTIALITY NOTE: This e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of
the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended
recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachments is strictly prohibited. If you have received this
e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachments from your
computer system.
rConlen"'escription: P1223 SW Narmtive.pdf
P1223 SW Narrativc.pdf,nt'I'ype: applicationloctet-streamnt-Encoding: base64
Content -Description: 090107 P 1223 Express Request _2861_ pol-;
090107 P1223 Express Ilequest_2861_.pdfl Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 1/7/2009 4:39 PM

NARRATIVE
General Information
A. Name of Project: P 1223 Truck Company Maintenance Operations Complex —The
purpose of this project is to construct a motor pool facility to serve a Truck Company at
MCB Camp Lejeune. The project includes constructing a one-story facility and
supporting infrastructure including asphalt and gravel parking areas within a controlled
perimeter.
B. Acres in Tract: 11.89
C. Acres Being Disturbed: 11.70
D. Acres in Wetlands: 'There are no wetland areas located within the project site. The
project site is also outside of any wetland buffers.
E. Owner: U.S. Government — Owner representative is Carl Baker, Director MCB Camp
Lejeune Public Works, Design Branch
F. Description of Development Proposal: "The purpose of this project is to provide a single
story motor pool maintenance facility with drive -through bays for servicing military
vehicles based at Marine Corps Base at Camp Lejeune. The site work will include two
entrance to a parking lot from Michael Road. Service access for military vehicles based at
the facility will be provided through a separate entrance from Michael Road west of the
parking lot entrances. The service entrance will provide space for a vehicle to stage and
not interfere with traffic on Michael Road. This project will meet minimum anti-
terrorism force protection standards.
G. Pre- 1988 Built Upon Area: None known — Area currently has 3 gravel lots constituting a
pre -developed site of 46.9% impervious.
H. Project & Stormwater Facilities Phasing: NIA — Project will be completed in a single
phase. This is a Design Build project in which the site work will be approved and
released for construction as the building design is completed.
Proposed Waste Water Treatment & Water Supply: Sanitary Sewer service is provided by
6" laterals connected to an 8" main which is connected to an 8" existing gravity sewer
main to the north of the site. Water Distribution service is provided by a 8" proposed loop
on site connected to an existing 8" water main on the south of the site. The 8" loop will
have split connections to fire and domestic service prior to connecting to the building.
Fire Hydrants will also be located on site necessary to meet code.
� J. Historic Site & Projects Being Funded With Public Monies: NIA E C E I V E D
JAN 0 7 2009
DWQ
PAOJ #

K. Non -Compliance Issues with DENR Agencies: NIA — Water, Sanitary Sewer,
Stormwater, and Erosion and Sedimentation will all be permitted through NCDENR.
Stormwater Information
A.
I. River Basin: White Oak
II. Stream Classification: SC: NSW
I11. Index Number for All Water Bodies On or Adjacent To The Project or Closest to The
Project Area: New River: 19-(15.5)
B. Stormwater Design is: High Density with a combination of Infiltration Basin and Wet
Detention Basin. The use of the area can be classified as institutional since it is within
the boundaries of a military base.
C. Proposed total % Impervious Surface: 89.7%
D. Number of Proposed Treatment Measures, Type(s) of Collection System: I Infiltration
Basin, 2 Level Spreader, 2 Vegetated Filter Strips and I Wet Detention Basin.
E. Will All Built Upon Area Be Collected: All area will be collected for treatment except a
small amount at the end of each driveway that will drain into the street and existing
basins.
I,.
I. Does Project I -lave Buffer Requirements: No
II, Is Proposed Development Within a Buffer: No
G. NIA
1-1. Is Off -Site Runoff Coming Onto The Site or Into The Proposed BMP: Yes, the BMP is
sized to handle runoff from Gum Street. Gum Street is crowned and the runoff from that
offsite are will drain to an onsite BMP for treatment.
Is Road Construction Across other Property Necessary to Access Project: No — The
adjacent area to the east is under construction currently but all other access will be from
existing streets.
J. The project had an initial soil evaluation completed by GER Environmental. The
evaluation shows high infiltration rates (5 in/hr +) in the areas of the basins. An
Infiltration site visit was completed with Vincent Lewis on 12/09/08. Seasonal High
Water Table and Basin locations were confirmed at that time. One potential area was not
available for infiltration so a detention pond will be used.
K. Is the Department of Transportation Requiring The Construction of A Turn Lane or Road
Widening Associated With The Project: No

about. -blank
January S, 2009
P1223 Truck Maintenance OP Complex
Gentlemen;
The Express Stormwater Submittal Meeting has been scheduled with Chris Baker on Wednesday, January 21, 2009 at 10:30 AM here in the
Wilmington Regional Office.
Please review the submittal requirements, attached. Note that plans should be submitted folded to fit our file system, 9" x lA".
Please respond within 2 business da s to confirm and reserve the submittal meeting date / time.
Thanks,
Janet Russell
Express Coordinator
I of I
1/8/2009 10:56 AM

about:blank
Sorry Jason, it should be attached this time.
Jason T. Rupert wrote:
Ms. Russell,
That date of Wednesday, January 21, 2009 at 10:30 AM will be good for us. The
submittal requirements were not attached to your original email. If at all
possible, could you resend the documents.
Regards,
Jason T. Rupert El
Civil Engineering Intern
CLARKuNEXSEN
Architecture & Engineering
4000 Westchase Boulevard Suite 280
Raleigh, NC 27607
919.828.1876 Tel.
919.828.1877 Fax
lrupertCJZcla rknexsen.com
www.clarknexsen.com
CONFIDENTIALITY NOTE: This e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the
use of the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the
intended recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachments is strictly prohibited. If you have
received this e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and
attachments from your computer system.
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Thursday, January 08, 2009 10:57 AM
To: Gregory E. Murphy; Towler GS05 David W
Subject: P1223 Truck Maintenance Op Complex
January 8, 2009
*P1223 Truck Maintenance OP Complex*
Gentlemen:
The Express Stormwater Submittal Meeting has been scheduled with *Chris
Baker on Wednesday, January 21, 2009 at 10:30 AM* here in the Wilmington
Regional Office.
Please review the submittal requirements, attached. Note that plans
should be submitted folded to fit our file system, 9" x 14".
_Please respond within 2 business days to confirm and reserve the
submittal meeting date / time.
Thanks,
Janet Russell
Express Coordinator
l of 1 1/8/2009 12:54 PM

about:blank
January 12, 2009
RE: P 1223 Truck Co. Maintenance I OP Complex
Gentlemen:
The Express Stormwater Submittal Meeting has been rescheduled at David's request. The new date is January 27, 2009 at 10:00 AM with Christine
Nelson. The meeting will be here at 127 Cardinal Drive Ext, Wilmington, 28405.
Please review the submittal requirements, attached. Also, please note that plans should be submitted folded to 9" x 14" to fit our file system,
Please respond to this email within 2 business days to confirm and reserve the meeting date.
Thanks,
Janet Russell
Express Coordinalor
of 1 1/12/2009 12:32 PM

RE: Truck Company Maintenance
Subject: RE: Truck Company Maintenance
From: "Gregory 17. Murphy" <gmurphy a ClarkNexsen.com>
Date: Thu, 15 Jan 2009 10:21:48 -0500
To: "Janet Russell" <lanet.Russell a ncmail.net>
CC: "'1'owler GS05 David W" <david.towlerousmc.mil>
I won't be attending but Joshua Hurst, PE from our office will he
attending with Jason Rupert. Jason and David have both replied and
accepted the January 27, 2009, meeting date.
Thanks.
Gregory E. Murphy
Senior Civil Engineer
CLARK NEXSEN
Architecture d Engineering
4000 westchase Boulevard Suite 280
Raleigh, NC 27607
919.828.1676 Tel.
919.828.1677 Fax
[e-mail]
www.clarknexsen.cem
CONFIDENTIALITY NOTE: This e-mail and any files transmitted with it
contain privileged and confidential information and are intended solely
for the use of the individual or entity to which they are addressed. If
you are not the intended recipient or the person responsible for
delivering the e-mail to the intended recipient, you are hereby notified
that any dissemination or copying of this e-mail or any of its
attachments is strictly prohibited. If you have received this e-mail in
error, please immediately notify the sending individual or entity by
e-mail and permanently delete the original e-mail and attachments from
your computer system.
-----Original Message -----
From: Janet Russell[mailto:[e-mail]
Sent: Thursday, January 15, 2009 10:20 AM
To: Gregory E. Murphy
Cc: Towler GSU David W
Sub}ecto Truck Company Maintenance
Greg:
Please respond to the January 12th email offering the Express Stormwater
meeting on January 27 at 10:00 AM with Christine Nelson. Is this date
and time acceptable for the meeting'
Thanks,
Janet
I of I 1 / 15/2009 11:10 AM

abouvblank
January 27, 2009
P 1223 -Truck Company Maintenance Op Complex
Gentlemen:
In follow-up to today's Scope meeting on the above -referenced project, the stonnwater submittal meeting has been scheduled with Chris Baker on
February 5, 2009 at 10:00 AM here in the Wilmington Regional Office.
Please review the submittal requirements, attached. Note that plans must be submitted folded to 9" x 14". Two sets of the plans are required and the
original copies of signed application documents. We only need I set of the 9 1/2" x I I " size sheets.
Please respond ASAP to confirm and reserve the submittal meeting date / lime.
Thanks,
Janet Russell
Express Coordinator
of 1 1/27/2009 12:27 PM

R1?: P 1221'Fruck Company Maintenance
Subject: RE: P 1223 Truck Company Maintenance
From: "Jason T. Rupert" <jrupert n CiarkNexsen.com>
Dale: Thu, 29 Jan 2009 12:18:26 -0500
To: "Janet Russell" <Janet.Russeil a nctmail.nct>, "Christopher I i. Small" <csmall a ClarkNexscn.com>, "Towler OS05 David W"
<david.towlcr a usmc.mil>
Janet,
That date and time works for Chris and I.
Thank you,
Jason Rupert,. F.I.
-----Original Message -----
From,, Janet Russell Imailto:[e-mail]
Sent: Thursday, January 29, 2009 12:12 PM
To: Christopher H. Sma1L; Tcwier GS05 David W; Jason T. Rupert
Subject: P 1223 Truck Company Maintenance
Chris, Jason a David:
Please respond ASAP to confirm that you want the Express Stormwater
submittal appt. of *Feb. 5 at 10:00 AM* with *Chria Baker-.
Thanks,
Janet
1 of 1 1/29/2009 1:00 PM

rl
°�Ve4 _

� -
I—. —
+ter �+
lru
..
-
i,—�—�r�Y�eT�

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
State Soil Scientist Confirmation Visit date/time'. �! �O-�LO F e /0--oc) .4
Project Name: ';ta y I`I'��,�rUE � l"'Co :unty: 0/isLo'd
Street Address: IVA - U/,) C.00vieZ or I`IrGK�r• � `��. _E Gullf ST )A) 6rMp Z5JCUA-)C
Directions from the nearest intersection of two major roads:
&-m 16 oA7 Camp 1,4e-r- LcF
ter S�'Grlr oti _ I�cN4L��. SrG �5 �.,sb by I�1claAr- �t� �. ��. �•
>1 acre being disturbed? ffYES ❑NO CAMA Major required? DYES [ENO {'-`"M
Consultant Name: (_�jiTC�� q6z�'• Phone: 49) 8Z S - /87(,
Consultant Firm Name: C.L4 < Jor'�"'J
Bore Number
P-1
7- 2
P- 3
4
5
G
7
a)'ExiMing Ground Elevation
20'
le.5'
20.5'
b Proposed Bottom Elevation
i S '
c Difference a minus b
5'
d Add 2 ft. Min. Bore Depth)
-17'
rp, S
-7.5 '
e Hardpan Depth?
IVIA
u R
f l A
f Approx. Elev. Of SHWT
I'
ej s'
Max. lowest bottom elev.
h Infiltration Rate OK?
i) Confirmation of SHWT
*State Soil Scientist Use ONLY
Comments
r Iq time
Required Attachments:
1. Legible. vicinity map.
2. Complete Soils Report,
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:1WQSISTORMWATERIFORMSIinfiltration site visit Revised 10.07

:E
af
0
z
CL
Q
z
0
Q
U
0
_l

o
cc
lu
>
cr =I-
LU V)
m
(D
i.-
z
LPA
LU
z
CL
0- Lu
(cc
LLI
OW
19

Ln
Loy
Ul
i o
U am
m
m `
Zm�
_
�M
��U��
laJ
C7
�V
4Esi�
Lasa�ld
c03
�,I
�y

GEOPROBE RECORD
Environmental, Groundwater, Hazardous Materials,
GeoEnvironmental Resources, Inc. Geotechnical&InduslrialEngineer{ngConsultarts
GeoProbe: CPT-1
Sheet: I of 1
Project: P1223 'Truck Company Complex
GFR Project Number: 110-4994
Location: MCB Camp Lejeune, NC
Drillcr: Cone'rec
Date: 9/30/2008
Depth (ft.): 12.0
Flevation (ft.): 20.5
Client: Clark Nexsen
Equipment: Direct Push
Flevation I
Depth
Lith-
olo
Maleriall7escti lion
p
Ground
Water
Comments
R. III
ft. m
by
G inches topsoil
—20
Slightly Silty SAND (SP-SM1I)
'ran
with brown and gray, fine, trace
organics and fine gravel (possible till)
5
1
Clavey SAND (SC)
Orange with brown and tan, fine, trace
. 5
.��
organics
—15
j�
2
a
-
Sill), SAND (S\1)
Gray with btuwn, tine, trace organics
10
3
Slightly Silty SAND (SP-SNI)
—io
3
Tan and white, fine
Boring terminated al 12 feel.
4-
-2
15
—5
1
5
i
�
I
i-
i
G

GEOPROBE RECORD
GeoEnvironmental Resources Inc, Environmental, Groundwater, Hazardous Materials,
Geotechnical & Industrial Engineering Consultants
GcoProbe: CPT-2
Sheet: 1 of 1
Project: P12231'ruck Company Complex
GER Project Number: 110-4994
Location: N1CB Camp Lejeune, NC J
Driller: Conc'l'ec
Date: 9/30/2008
Dcpih (ft.): 12.0
Elevation (ft,): 21.0 Client: Clark Nexsen
Equipment: Direct Push
Elevation
Depth
Lith
Material Description
Ground
Comments
It. m
ft. m
by
r
G inches topsoil
Silty SAND (SNI)
—20
Brotivn %vith tan and gray, fine, trace organics
(possible fill)
Clavey SAND (SC)
Dark tan to light Ian, tine, trace organics
5
5
—15
Silty SAND (SNl)
2
Tan and light gray, line, trace clay
4
-
_
�7
-
_
Slightly Silty SAND (SP-SM)
_
Tan and while, fine
to—
3
—10
3
Boring terminated at 12 feet.
4-
-2
-
15
—5
l
5
G

GEOPROBE RECORD
Environmental, Groundwater, Hazardous Materials,
GeoEnvironmental Resources, Inc. Geotechnical&Industrial Engineering Consultants
GcoProbc: CPT-3
Sheet: 1 of 1
Project: P1223 Truck Company Complex
GER Project Number: 110-4994
Location: MCI) Camp Lejeune, NC
Driller: ConeTec
Date: 9/29/2008
Depth (ft.): 12.0
Elevation (ft.): 18.5 Client: Clark Nexsen
Equipment: Direct Push
Elevation
Depth
I_ith-
°logy
Material Description
p
Ground
Water
Comments
f3, m
Il. nn
r
13 inches topsoil
Silty SAND (S\i)
Dark brown with tan and gray, fine, trace
organics (possible fill)
5
l
Clayey Silty SAND (SC-SM)
—15
rz
Tan with orange and brown, Fine
4
5—
Slightly Silty SAND (SP-S11)
'Can
S.,
with orange and light gray, Fine
—10
.
10
3
2
Boring tenninatcd at 12 feet.
4-
-5
l
15
5
i
7
i-
i
k —0
0
G

HAND AUGER BORING RECORD
Geo Environmental Resources Inc. Environmental, Groundwater, Hazardous Materials,
Geolechnical & Industrial Engineering Consultants
Boring No. p_1
Sheet No. I of
Project: P1223 Truck Company Complex
GER Project Number: 110-4994
Location: MCB Camp Lejeune, NC
Driller: GER
Date Drilled: 9/23/2008
Depth (ft.): 9.0
Elevation (ft.): 20.0
Client: Clark Nexsen
Drill Method: Hand Auger
Elevation
Depth
Lit
Material Description
Ground r
Water
Comments
IL m
ft. IIIgy
G
"r
8 inches topsoil
Silty SAND (S,\I)
Yellow -brown, fine to medium, trace clay
and roots
Slightly Silty SAND (SP-SM)
'fan Nvith brown, fine
1 -7
'
-
Clayey' Silty SA, -ND (SC-SNi)
5
Mottled orange -gray -tun, fine to medium
_5-7-
15
i
2
}
4
Boring terminated at 9 leet.
v
—10
3
10
3
4
2
—5
l5
i
I
5
5-
i
c
G

HAND AUGER BORING RECORD
GeoEnvironmental Resources Inc. Environmental, Groundwater, Hazardous Materials,
Geotechnical & Industrial Engineering Consultants
Boring No. P-2
Sheet No. 1 of I
Project: P1223 'Truck Company Complex
GER Project Number: 110-4994
location: MCB Camp Lejeune, NC
Driller: GER
Date Drilled: 9/23/2008
Depth (ft): 10.0
Elevation (ft.): 19.5 Client: Clark Nexsen
Drill Method: Band Auger
Elevation
Depth
Lith-
ology
Material Description
P
Ground
Water
Comments
In
III
-- r
6 inches topsoil
Silty SAND (SN1)
Gray to lighthrown, fine, trace roots
5
1
Clayey Silty SAND (SC-511)
Tan with orange and light gray, fine to
medium
—15
5
-
4
2
Silty SAND {S�1)
Tan and orange, fine, trace clay
—10
3
Y
10-3Z
Boring terminated at 10 feel.
2
4-
-5
15
i
I
5
i
i
—0
0
6

HAND AUGER BORING RECORD
GeoEnvironmental Resources Inc, Environmental, Groundwater, Hazardous Materials,
Geotechnicai & Industrial Engineering Consultants
Boring No. P-3
Sheet No. 1 of
Project: P1223 Truck Company Complex
GER Project Number: 110-4994
Location: N1C11 Camp Lejeune, NC
Driller: GER
Date Drilled: 9/23/2008
Depth (ft.): 10.0
Elevation (ft.): 20.5 Client: Clark Nexsen
Drill Method: Eland Auger
Flevation
Depth
Litlt
olo gY
Material Descri tion
P
Grountll
Water
Comments
Il. m
ft. m
12 inches crushed stone aggregate
—20
G
0� O
30 a
Slightly Silty SAND (SP-SM)
Brown to tan, fine
Clavey SAND (SC)
-
_'
:;��
Tan with orange, fine
�✓ , .
Slightly Silly SAND (SP-SM)
5
White, fine
5
Silty SAND (SN1)
---15
Tan, fine, trace clay
Slightly Silty SAND (SP-SNI)
2
While and tan, line
Clayev SAND (SC)
4
Mottled light gray -tan -orange, line
Sandy, Lnw Plasticity CLAY (CL)
Mottled light gray -tan -orange
10
3
Boring terminated at 10 icet.
—10
3
4
2
15
—5
5-
6—

HAND AUGER BORING RECORD
GeoEnvironmental Resources, Inc. Environmental, Groundwater, Hazardous Materials,
Geotechnical & tnduslrial Engineering Consultants
Boring No. P-4
Sheet No. 1 of 1
Project: P1223 Truck Company Complex
GER Project Number: 110-4994
Location: 111CB Camp Lejeune, NC
Driller: GER
Date Drilled: 9/23/2008
Depth (ft.): 7.0
Elevation (ft.): 22.5 Client: Clark Nexsen
Drill Method: Hand Auger
Elevation
Depth
Lith-
ology
Material Description
Ground
Water
Comments
R. m
ft, m
°
e D�0
8 inches crushed stone aggregate
Clayey Silty SAND (SC-SR1)
'Fan with orange and brown, fine
—20
_
—6
I—�
5
_
Q
Slightly Silty SAND (SP-SI'1)
5
While, Fine
2
Boring terminated at 7 feet.
—15
4
10
3
—]0
3
4
l5
i
2
5
s
r
—5
i
�
1
G

TEST BORING RECORDS FROM PREVIOUS STUDIES

TEST BORING RECORD
Environmentai, Groundwater, Hazardous Materials,
CeoEnvironmental Resources, Inc. Geotechnical&IndustrialEngineeringConsultants
Boring No. GB-1
8
Sheet No. 1 of 1
Project: P1223 Truck Company
G E R ProjccI Number: 110-4800
Location: MCB Camp Lejeune, NC
Drillcr: Fishburne
Date Drilled: 2/14/2008
Depth (ft.): 50.0
Elevation (ft.): Client: Stroud, Pence & Associates, Ltd.
Drill Method: 3" Mud Rotary
Hlevation
Depth
pith-
ology
Material [)ascription
Groun
Watcr
Connnents
S
Penetration Resistance (blows/foot)
R in
fit
t
0 25 50
o
Crushed Stone- 12 inches
-
-
- -
Silty SAND (SM)
Firm to very loose, brown, fine, with trace to-
1-
little clay
-l--
-
�4+-
- -
--
-
--
- -
- ----
2
-4-
---
----
---
Slightly Silty SAND
5 --------
--
--
10
3
(SP-S11)
Firm to loose, tan, fine
.
r
t
14+
_
_
_
_
_
15
s
t -
-}-
20
G-
8
I
J
—
—
----
—
—
10
=
-
-3
- -
--
- -
-
- -
-
..
Clean SAND (SP)
Very loose, grey, tine to medium
35
- -
:2
--
-
-
--
-
- _ -
-
-
-
Silty SAND (SM)
Very loose to loose, grey, fine to medium
12
*
- --
---
-
i
40-
-
--
-
_--_
13
t•
-
.2
-
=
-
_------
-
-
45--
14-
_-
--
-
V-i
_
i
56
{
I
13onng terminated at 50 feet.-
GeoEnvironmental Resources, Inc. 2712 Southem Boulevard, Suite 101 Virginia Beach, VA 23452 757.463.3200 [e-mail]

TEST BORING RECORD
GeoEnvironmental Resources Inc. Environmental, Groundwater, Hazardous Materials,
Geotechntal 8 Industrial Engineering Consultants
Boring No. G B-2
g
Sheet No. I of I
Project: P1223 Truck Company
GER Project Number: 110-4800
Location: MCB Camp Lejeune, NC
Driller: Fishburne
Date Drilled: 2/14/2008
Depth (ft.): 50.0
Elevation (ft.): Client: Stroud, Pence & Associates, Ltd.
Drill Method: 3" Mud Rotary
Elevation
It m
Depth
It m
I ith-
ology
Material Dcscription
Ground
Water Comments
S
P
T
Penetration Resistance (blows/Coot)
0 25 50
5
10
15
20
25
30
35
40
45
50
1 _
2—
_
3 _
9—
12
13
-
14-
-
16
$tone- 5 inchesySA\D(S41)ry
e
e_
e
3-
v
W
•
'-\�rushed
loose to loose, brown, tine, with trace-
l crushed stone and trace to little clay
_
_
-
-�
- 5
_ _•
-
:'• .,:'
.�
Clayey SAND (SC)
Loose to fimt, light grey, line
_
_ - -
- _
_ _
_
I _
_
_
-
_14
-t
;• .
...�
Slightly Silty SAND (SP-SM)
Firm to loose, light grey, line
tl�
-
--
-
-
_--•
--
-
__
-
- -
_ -
s
-t-t
-
-
-
-
-
----
_ _
= 6
-•
IJ
Silty SAND (SM)
Loose to dense, brown to grey, fine to
medium, with trace to little clay
-
- _
-
- _
_ _
-
_"k
-
----
-
-------
-
--
--
_
43
•-
Boring terminated at 50 icet.
--
GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 [e-mail]

TEST BORING RECORD
GcoETtvironmelltal Resources, Inc. Environmental, Groundwater, Hazardous Materials,
Geotechnical8lndustrialEngineeringConsultants
Boring No. GB-3
Sheet No. 1 of 1
Project: P1223 Truck Company
GER Project Number: 110-4800
Location: i1IC13 Camp Lejeune, NC
Driller: Fishburne
Date Drilled: 2/13/2008
Depth (ft): 50.0
Elevation (ft.):
Clicnt: Stroud, Pence & Associates, Ltd.
Drill Method: 3" Mud Rotary
Elevation
Depth
Lith-
°logy
Material Description
Ground Comments
Water
S
Penetration Resistance (blows/foot)
il m
f1 m
T_
0 25 50
-
'Topsoil - 5 inches
—
— —
— ,
Clayey Silly SAND (SC-SM)
Loose to Finn, mottled brown with grey, fine
5—Slightly
2
—
12
Silly SAND (SP-SM)
Loose to very loose, light grey, line
r.i
—
10—
3 -
' • • '
—
—_
---_—
_—_—
—
5
7
_
4
—
— --
—
25
_
— —
— —t—
—
— —
—1—
—{—
—
--
---
--
—
_ —_
_ 9
---
_ --
—_
—
_ —_
Silty SAND (SM)
Loose to dense, grey, fine to medium
--
--
_
30
9
a
—
w
—
10-
_—
----
—
—
—
35
—�
-----
--
12—
�w___
—
—
—
__
—
40
e
13 _
. '.
IT
45
e
Elz�;
Clayey SAND (SC)
light grey, fine to coarse, with some
—
_
_ _
- _ _
_Firm,
—
_19-
50
shell fragments
°,
_
0—
_
—
— — ——i—
— --
—
—
Boring terminated at 50 feet.
16
GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virg'hia Beach, VA 23452 757-463-3200 [e-mail]

TEST BORING RECORD
GeoEnvironmental Resources Inc. Environmental, Groundwater, Hazardous Materials,
e Geotechnical & Industrial Engineering Consultants
Boring No. GB-4
Sheet No. 1 of 1
Project: P1223 Truck Company
GER Project Number: 110-4800
Location: MCB Camp Lejeune, NC
Driller: Fishhurne
Date Drilled: 2/14/2008
Depth (ft.): 10.0
Elevation (ft.): Client: Stroud, Pence & Associates, Ltd.
Drill Method: 3" Mud Rotary
Elevation
ft
nt
Depth
ft
m
Lilh-
°t0by
Material Description
Ground
Water
Comments
S
T
0
Penetration
Resistance
25
(blows/foot)
50
5
15
20
25
30
40
45
50
1 =
2 '
4
5
6-
7-1
9
to-:--
]l
14
l5-_
16
Crus7tcd toy ne- I2 -inches
o
3
--
--5-
_71
--
-
----
-
-
Silty SAND (SM)
Firm to loose, light grey, line, with trace clay
_
_-
--
_
X68
---
-
-
Boring tenninated at 10 feet.
- -
- -
-1
f v
-
_ _
-_
_
-
-
--
-
_ -
--
-+
--
-
- -
-
-
-
-
-
- -
-
-
r
--
-
-
-
-
-
- -�-r
-
- -
-
-
-
_-
--
--
-
-
--
-
-r
-
-
-�-
--_------
-
-
--
-
-
-
---
-
-
-
-
-
-
GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Su4e 101 Virginia Beach, VA 23452 757-463-3200 [e-mail]

TEST BORING RECORD
Environmental, Groundwater, Hazardous Materials,
GeoEnvironmelltal Resources, Inc. Geotechnical & Industrial Engineering Consultants
Boring No. G �_
Sheet No. 1 of I
Project: 111223 Truck Company
GER Project Number: I ]0-4800
Location: MCB Camp Lejeune, NC
Driller: Fishburne
Date Drilled: 2/14/2008
Depth (ft.): 10.0
Elevation (ft.):
Client: Stroud, Pence & Associates, Ltd.
Drill Method: 3" Mud Rotary
Elevation
fE
IIIIIIft
Depth
5
10
20
25
30
35
40—
45
50
2
4
6
9
10
12
13
14
15
Lith-
II _
Material Description
Crushed Stone- 8 inches
Ground
Comments
petroleum odor
P
T
a
'
0
Penetration
12_ _
Resistance
_
25
_ —
(blows/foot)
_ _ _
_
50
Clayey Silty SAND (SC-SNI)
Finn to loose, dark brown to grey, line
_
6
—_-----
—
Silt}SAND(SM)
Loose, light grey, fine to medium, with trace
clay
—
_9--
-----
w
13oring terminated at 10 feet.
—
_
_
_ _
—
---
—�----
—�
-
—
-
t
--
—
----
—}
—
—
---
------
--
—
—
—
— —
—
—
--
--
--
—_
_
—�
-----
---
—
---=
—
—
—
—
GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 [e-mail]

TEST BORING RECORD
GeoEnviron1ne11ta1 Resources, Inc. Environmental, Groundwater, Hazardous Materials, Boring No. GB-6
Geotechnical8induslrialEngineeringConsultants
Project: P1223 'truck Company GER Project Nuntber: 110-4800 Sheet No. 1 of
Location: MCB Camp Lejeune, NC Driller: Fishburne Date Drilled: 2/14/2008
Depth (ft.): 10.0 Elevation (ft): Client: Stroud, Pence & Associates, Ltd. Drill Method: 3" Mud Rotary
lilevatiun Depth Lith Material Description Grtaund� Comments P Penetration Resistance (blows/l'not)
ft m ft in °logy Water T 0 25 50
Crushed Stone- 12 inches ' r
Slightly Silty SAIN (SP-SN1) s
Louse, grey, orange and tan, fine, with trace
1 clay ;
5
1
2 iI 1
• 3
10 3
15
5
6
20
7
25
13
9
30—
10
35
�
l!
r
n
C7
ZL
ZL
u
12
40
c�
z
13
45
a
14
N
hS
7
Q
0
15
W
50
Q
x
n
16
lltlir
�n
�t�
tii
Gt
GG
G
G
Borrng ternunated at 10 lect. 1_T ,_I i
GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 [e-mail]

TEST BORING RECORD
Get}Environmental Resources,Inc. Environmental, Groundwater, Hazardous Materials,
Geotechnical & Industrial Engineering Consultants
Boring No. GB-7
b
Sheet No. 1 of 1
Project: P1223 Truck Company
GER Project Number: 110-4800
Location: MCB Camp Lejeune, NC
Driller: Fishburne
Date Drilled: 2/13/2008
Depth (ft.): 10.0
Elevation (ft.): Client: Stroud, Pence & Associates, Ltd.
Drill Method: 3" Mud Rotary
Elevation
ft m
Depth
ft m
Lith-
o1oSY
Material Description
Ground
Water
Comments
P
T
Penetration Resistance (blows/foot)
p 25 50
5--
1
25
35
40
45
2
4-
7
to
12
13
14
15
3
e
Silly SAND (S�1)
Loose, light brown, fine
��
g
_
Gaye} Silh SAND(SC-SM)—
Loose to firin, light brown, fine
-
t
15
—
--
Silty SAND (SM)—
Finn, light grey, fine, with truce clay
13oring terminated at 10 feet.
--
-
—
—
---�--
4T
-
_----__----__
—
—
—
r—
—
— —
--
—
—
- -_-
---
—
-
--
——
--
---
--
—
--
=--_------
---
---
--
—
--
—
---�
—
--
—
—
--
—t—r--I—
GeoEnvironmental Resources, Inc. 2712 Southern Boulevard, Suite 101 Virginia Beach, VA 23452 757-463-3200 [e-mail]

5.0
4.5
4.0
3.5
3.0
3
0
2.5
m
CD
x
1.5
1.0
0.5
0.0
0 10 20 30 40 50 60 70
Time (minutes)
MINIMUM INFILTRATION RATE:
cubic feet per second per square foot (cfslft.2): 2.59E-04
inches per minute (in./min.): 0.19
minutes per inch (min./in.): 5.4
inches per hour (in./hr.): 11.2
ITest or P_1 I Field Infiltration Test
Boring No.
Test Date:
September 23, 2008
Test Depth:
4.5 ft. Elevation: 15.0 msl
Environmental
GWTDepth:
9.0 ft. Elevation: 10.5 msl
Groundwater
Harardoua Materials
Soil Desc.:
Silty Clayey SAND (SC-SM), orange -tan, fine-med.
GeDtechnical
Industrial Hygiene
Test Type:
2" I.D., one dimension vertical
GeoEnvironmental Resources, Inc.
Project:
P1223 Truck Company
Cnnsulting Engineers
Location:
MCB Camp Lejeune, NC
Job Number:
110.4994
Client:
Clark Nexsen

y
5.0
4.0
3
0
m 3.0
2.0
M
0.0
0
10 20 30 40 50 60 70 80
Time (minutes)
MINIMUM INFILTRATION RATE:
cubic feet per second per square foot (cfslft.2): 1.30E-04
inches per minute (Indmin.): 0.09
minutes per inch (min.lin.): 10.7
inches per hour (in./hr.): 5.6
ITest or P_2 Field Infiltration Test
Boring No.
Test Date: September 23, 2008
Test Depth: 6.0 ft. Elevation: 14.0 msl Environmental
Groun dwator
GWT Depth: 10.0 ft. Elevation: 10.0 msl Hazardous Materials
Soil Desc.: Silty Clayey SAND (SC-SM), orange -gray, fine-med. GeDtechnical
Ind ustriM Hygiene
Test Type: 2" I.D., one dimension vertical'`
a
GonEnvlronmentnl Resources, Inc.
Project: P1223 Truck Company '�' �`
Consulting Engineers
Location: MC13 Camp Lejeune, NC
Job Number: 110-4994
Client: Clark Nexsen

5.0
4.5
4.0
3.5
3.0
3
0
2.5
a�
d
2.0
x
1.5
1.0
0.5
0.0
0 10 20 30 40 50 60 70
Time (minutes)
MINIMUM INFILTRATION RATE:
cubic feet per second per square foot (cfs/ft.2): 1.54E-04
inches per minute (in./min.): 0.11
minutes per inch (minAn.): 9.0
inches per hour (in.1hr.): 6.6
Test or P-3
Boring No.
Test Date: September 23, 2008
Test Depth: 5.0 ft. Elevation: 15.5 msl
GWT Depth: 8.5 ft. Elevation: 12.0 msl
Soil Desc.: Silty SAND (SM), tan, fine, tr. clay
Test Type: 2" I.D., one dimension vertical
Project: P1223 Truck Company
Location: MCB Camp Lejeune, NC
Job Number: 110-4994
Client: Clark Nexsen
Field Infiltration Test
Env iro nmentaI
Groun dwa ter
Hazardous Materials
G eo technical
Ind ustrial Hygiene
is
GeoEnvironmental Resources, inc.
Consulting Engineers

r a
M
2.5
0.5
0.0
0
Test or
Boring No. P-4
10 20 30 40 50 60 70
Time (minutes)
MINIMUM INFILTRATION RATE:
cubic feet per second per square foot (cfs/ft.2): 1.42E-04
inches per minute (in.lmin.): 0.10
minutes per inch (mindin.): 9.8
inches per hour (in./hr.): 6.1
Test Date: September 23, 2008
Test Depth: 3.0 ft. Elevation: 19.5 msl
GWT Depth: 5.5 ft. Elevation: 17.0 msl
Soil Desc.: Clayey Silty SAND (SC-SM), tan -orange, fine
Test Type: 2" I.Q., one dimension vertical
Project: P1223 Truck Company
Location: MCB Camp Lejeune, NC
Job Number: 110-4994
Client: Clark Nexsen
Field Infiltration Test

For DENR Use QNUY
Reviewer. —tj
North Carolina Department of Environment and submit: 12-1ia l2-tCp
Natural Resources
NCDENR Request for Express Permit Review Time:
Confirm: 12 - 1 I Z L
FILL-1N all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package. 1 Q A Sr r s
• Asheville Region -Alison Davidson 828-296-4698;alison.davidsonCapncmail.net Co v 5 w
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(@ncmall.net
• Mooresville & -Patrick Grogan 704-663-3772 orpatrick.groganC?oncmail.net
+ Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison&cmail.not
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(a).ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: P1223 TRUCK COMPANY MAINTINENCEIOPERATIONS COMPLEX County: ONSLOW pJk-,C_ MM t-e CT %kI
Applicant: CARL BAKER, PE, DIRECTOR -DESIGN BRANCH Company: U.S. GOVERNMENT
Address: 1005 MICHAAL ROAD City: CAMP LEJEUNE, State: NC Zip: 28542-4
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:BLOCK BOUNDED BY MICHAEL ROAD, GUM ROAD, AND LOUIS ROAD.
Project Drains into NEW RIVER waters -Water classification SC; NSW (for classification see-httpaih2o,enr.state.nc.usibims/repodslreportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within 1/2mile and draining to class SA waters N or within 1 mile
o and draining to class HOW waters? N C r ,e ls' Grce-, � 1i SLJ 19 - Z3 E C E I V E
Engineer/Consultant; GREGORY MURPHY, PE Company: CLARK NEXSEN R
D
Address: 4000 WESTCHASE BLVD., SUITE 280 City: RALEIGH, State: NC Zip 27607-6864 DEC Q ?�Q$
Phone:[phone] Fax::[phone] Email: mQ [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
ElScoping Meeting ONLY ® DWQ, ElDCM, ElDLR, ❑ OTHER: PROD # DWQ
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of steam 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 ft or _acres)
❑ Riparian Buffer Authorization
El Minor Variance E] 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 _ # Treatment Systems
® High Density -Infiltration 3 #Treatment Systems
ElHigh Density -Bio-Retention — # Treatment Systems
❑ High Density-Stormwater Wetlands _ # Treatment Systems
❑ High Density -Other _# Treatment Systems /❑ MODIFICATION: ElMajor ElMinor ElRevision SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill
❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development
❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ® Erosion and Sedimentation Control Plan with 11.70 acres to be disturbed.(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
Buffer Impacts: ® No ❑ YES: acres)
Wetlands Delineation has been completed: ® Yes ❑ No
Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No
404 Application in Process wi US ACOE: ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
For DGNR use only
Fee Split for multiple permits: (Check li 1
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW Q HD, ❑ LD, Gen)
$
401:
1
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS September 2008

Y'
NARRATIVE
Project Description
The purpose of this project is to provide a single story Truck Company
Maintenance facility at Marine Corps Base at Camp Lejeune. This project will be
similar to a motorpool that will service large vehicles and provide on site parking for
these operations. The site work will include two entrances to a 165 space POV parking
lot from Michael Road. Service access for the large vehicles based at this facility will be
provided through a separate entrance from Michael Road southwest of the POV parking
lot entrance. The service entrance will provide space for the vehicles to stage and not
interfere with traffic on Michael Road. This project will meet minimum anti -terrorism
force protection standards. Sidewalks will be provided for pedestrian access on site.
This project will achieve a LEED certified rating for sustainable design and
constructions practices. This project will be certified by the US Government.
Site Description
The site is located in the Fladnot Point area of MCB Camp Lejeune. The site
consists of 11.70 acres of partially wooded, undeveloped land that has been used for
pedestrian troop operations and storage. The site slopes From west to east. Utilities are
within the proximity of the site. Existing utilities include a 48" storm sewer line crossing
the eastern corner of the site, an 18" gravity sewer along the cast side of Michael Road,
an 8" water main along Michael Road and Gum Road, and a 12" water main along Louis
Road. Overhead power lines and an underground steam is located along Gum Road.
Natural features include an existing earthen channel flowing southeast through the site
from Michael Road to Louis Road.
Drainage area maps are provided within the attachments of this report.
Calculations indicate that the total post developed drainage area is 10.30 acres. The post
developed conditions are 89.7% impervious with impervious area of 9.24 acres, and
pervious area of 1.06 acres. This compares to the pre developed site calculations that
show 47.1 % impervious with an impervious area of 4.85 acres, and pervious area of 5.45
acres.
Adjacent Property
The surrounding area is all within MCB Camp Lejeune military base. The site is
bounded by Michael Road to the north, Gum Road to the west, and Louis Road to the
south. The east side of the construction limits are bounded by adjacent an adjacent
project that will construct a BMP at the site limit.
Soils ®E C E I V E
See the attached gcotechnical engineering report completed by
GeoEnvironmental Resources, Inc. (GER) for detailed soil information. DEC 0 3 2008
DWO
PpIni S

Planned Erosion and Sediment Control Practices
Temporary Gravel Construction Control Entrance/Exit — Practice 6.06
These devices will provide easy access for vehicles to the construction site, a place
for vehicles to be cleaned of their mud and sediment before entering paved
roads/areas and will help control erosion from surface runoff. During wet weather it
may be necessary to designate an area on the entrance to wash vehicle tires. Runoff
From this device will be directed towards temporary sediment traps, sediment fencing
or temporary block & gravel inlets.
2. Temporary Sediment Trap — Practice 6.60
Temporary sediment traps will be used to control the runoff in drainage areas that are
larger than I acre but not exceeding 5 acres. There will be 2 sediment trap needed on
this site that will be converted to infiltration basins. They will be used to detain
sediment -laden runoff and trap the sediment before the runoff enters the existing
storm water system south of the site. Also, the sediment traps along with the silt
fence and diversion dikes will prevent runoff from entering neighboring roadways.
Temporary Diversion Dike — Practice 6.20
Temporary diversion dikes will be used on the site to divert sediment -laden water to
temporary sediment traps. They may be used for drainage areas of 5 acres or less.
The velocities in the diversion dikes will be maintained at 2 Fps or less to prevent the
need to line the channel. Diversion dikes may be a ridge, excavated channel, or
combination of both, and be made from soil or gravel. Gravel should be used where
vehicles must cross frequently.
4. 'Temporary Block and Gravel Drop Inlet Protection — Practice 6.52
Temporary block and gravel drop inlet protection devices will be installed on the
property. "These devices will help prevent sediment from entering storm drains before
the detention area is stabilized, while also allowing early use of the storm drain
system.
5. Land Grading, — Practice 6.02
Grading will occur on this site throughout the construction period. Grading will
cause shifts in the established drainage areas, so after each period of grading, erosion
and sediment control practices will be adjusted to compensate for any changes.
6. Sediment Fence — Practice 6.62
Sediment fence (silt fence) will be used around the perimeter of the property. This
fencing will retain sediment by reducing sheet flows and promoting deposition. Also,
deposition areas should be placed at readily accessible points'to encourage routine
cleaning and maintenance. Caution should be used during the design of a sediment
2

Fence to prevent failure From undercutting, overtopping or collapsing, and to ensure
that flow bypass areas and overflow outlets are stable.
7. Permanent Scedin6j— Practice 6.11
Permanent seeding will be used throughout the site. This practice will help reduce
erosion and decrease sediment yield from rainfall, water and wind by reducing the
velocity and volume of overland flow. Plant materials selected for permanent seeding
should suit the climate, soils and topography of the site. Figure 6.1 la and "fables
6.11 b through 6.11 v can be used in the selection of plant materials. Refer to the plans
for additional details and seeding schedules. Seedbed preparation, adequate liming,
fertilization, timely planting and maintenance are important for the success of
permanent seeding.
Temporary Seeding— Practice 6.10
Temporary seeding will be used throughout the site. This practice will help control
runoff and erosion until permanent vegetation or other erosion control members can
be established. 'Temporary seeding also provides residue for soil protection and
seedbed preparation and helps reduce mud and dust production during construction.
Plant selection can be aided with the help of Tables 6. I Oa-6.I Oc. "Table 6.1 Oa should
be using for seeding in late winter and early spring, 6.1 Ob for summer and 6. I Oc for
fall. Seedbed preparation, liming and fertilizer are essential for success. Also,
Mulching may be needed under harsh site conditions.
9. Mulching (Straw Net Blanket)— Practice 6.14
Straw net blankets will be used to help control erosion on the north, east, and west
sides of Vaughn hill. They will be used on slopes that are no greater than 2:1. It is
important to obtain a firm, continuous contact between the nets and the soil, or else
erosion will occur underneath rendering the nets useless.

MAINTENANCE PLAN
1. Erosion and sediment control practices will be checked for stability and operation
following every runoff -producing rainfall. Any repairs will be made immediately
to maintain the design of the practices.
2. The temporary gravel construction entrances/exits may require periodic
topdressing to prevent mud or sediment from leaving the site. All objectionable
materials spilled, washed, or tracked on to public roadways will be removed.
Temporary sediment traps should be inspected after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Remove
the sediment and replace the contaminated part of the gravel facing.
4. 'Temporary diversion dikes should be inspected once a week and after every
rainfall. Immediately remove sediment from the flow area and repair the ridge of
the diversion.
As the block and gravel drop inlets accumulate sediment after each rainfall,
occasional removal of the sediment will occur to provide adequate storage volume
for future rains.
G. The sediment fence will be repaired as necessary to provide a sturdy barrier.
Sediment will be removed from the fence periodically to reduce pressure on the
fence and to allow enough space for accumulation from future rainfalls.
7. Permanent seeding will be inspected for failure and repairs will be made within
the same planting season, if possible. Re-evaluation of planting materials,
quantities of lime and fertilizer will occur if inadequate coverage is produced.
8. Reseed and mulch areas where temporary seeding seedling emergence is poor, or
where erosion occurs, as soon as possible. Do not mow the areas where
temporary seeding is present, and protect from traffic as much as possible.
9. Inspect all straw net blankets periodically, and after heavy rainfall to check for
erosion, dislocation or failure. Where erosion or washout occurs, repair the slope
grade, and reinstall.
DECEIVED
DEC 0 3 2008
DWO
PRQJ #
M

z
z
z
8 S B E
3
I
M
N
m
Q
I
m
1
°
s,nnun aw S1N3wyalJdw 3u5
y
X3ldA00 SNOIlVH3dO
30NVN31NIVV4 ANVdNOO )ionu-L
f
Y
71NY11YUIVI-QNYYIWO.]flNR133N1QN36314[IYJYj7YAYN
!
S
LO N
ULJ
U
rn
p
(�
CD
ZOI-I0133HS 33S 3NI1H3iVW
I
_____ G;N ------Q
a

nu W IW�hWNa�-+�nFnnroimi �++'M.an nmmw���m,rn-in...iu w.a�
n m o
MATCHLINE - SEE SHEET CF101 I77L.
I �
d1, � L
C —
I� II 'III
4
s I
in
mcn
II a
m er II
A
o
r%J
ocn
CID
8
ry
(A
-. z
A
no
z
Z
z
oLn
cn
e lS I' 16' NAVAL FAGUFIES ENGINEERING COMMAND-MIM7FgN71C ti a
IAC) GY7 IEMN; NC � t � y �
TRUCK COMPANY MAINTENANCE
N y p OPERATIONS COMPLEX s v$ a Ell — --
SIfE IMPROVEYENIS AMID tRURES }
m C7 O

m
u;
N'
C`
—
_
saw l�n aNr sunn3noaarvl
ails
R
of
X3ldW0OSNOlitl83dO
Itl
3ONtlN31NWANtldW03HJfltli
IqWE
"0�9
r�"_''
711NY11V M;CNVWWO'] ONIH33NEDN3
S314lI�tij 1VAVN
1
s
li
m
w y1 i
z J
r
U
ul
CC
U
2
r
Z
�QO
CD _
by G•ID 133HS
33S • 3Nt1HD1VW
I
jl
I
'1
I
9 1
I
1 I II
I I
1
S
1 I
I
I
I
I
I
I
I
1
I 1
II
I I
I I
I
I
II
I
I
I
4
I
O
U I I
IP
o
s I
11
muj 1
j
al
�4
�LJI
o rl
W
I
I •�
I
i 4 I
� '� a ,� q i<
v r
�
q4
I
z?� �e
1
I
I
4a
I
4 �
•IR
l[--RN-NM-fil�M
n
3FN r
Y
I�
f ice' rr l �I�
�b
C Fur r� 1 it
r -IV
Ir.g
1�
1
kv
PI
a
�
S 7
kn
RR
q
41
II
R M1
M1 � V �N
GUM RD. IQ III
I
y
�Z-
t
7
QI
o U
m
Q
ww..�w nr� �1�r - aw b �1'r1 mar mo]m ,awi `rmr O-[urnavYWnrt�w'+MrWrYra�iA
x� fv

0 U m Q
S3L'W a- SLY3N3'OMIN I
X31dW005NTiVI ^
7{1a 30NVN31NPdW ANVdW00Jl3f U
�� ! M� lall�l� 1 9�
- � d 711lfY11V9lW-aNW1Yi00 ONM33NS�N3 S3N311'.7Yj 1YhYN 1
's
I
ro
N
U 1 m Q
.�� � �i II - wR 4 �..y `��-{ �wr nti alw mn �wiwuiwicwlwatw�aT,Wyry.J+r.-q\ t n

ll-� Jr zz J
une
to
44
doer
Al
Ng
7F y �� C �V� �Q � err
Tani
DOL.—:�� T.p.Q.". — DM. ..py,ighl of ---W
—.4'.

z
0
C)
0
-i

Express R iluest - MC13 Camp Lejeune Truck Co. Maint, Facility
Subject: Express Request - MC13 Camp Lejeune Truck Co. Maint. Facility
From: "Christopher H. Small" <csmall a ClarkNexsen.com>
Date: Wed, 3 Dec 2008 13:35:59 .0500
'To: "Janet Russell" <Janct.Rusself a nemail.nct>
CC: "Gregory I;, Murphy" <gnturphy a ClarkNexsen.ccm>
Janet,
Please see the attached documents required for Request for Express Permit Review. This project consists of a Truck Company Maintenance Facility at
MCB Camp Lejeune. At this time we would like to request an Erosion and Sedimentation Control Plan submittal meeting and a State Stormwater scoping
meeting. If schedule permits we would like to have both on the same day back to back. We have an Infiltration Site Visit schedule with Vincent Lewis for
next Tuesday (12-9-08) with we would like a day or two prior to the submittallscoping meetings to incorporate his findings if any changes are necessary.
Ideally we would like next Friday (12-12-08) or early the following week (week of 12-15). We would really like to get the E&S permit taken'care of before
the holiday break. Thanks for your time and feel free to contact Greg Murphy or me with any questions.
«081203 P1223 Express Request (2861).pdf>> «081203 P1223 E&S Narrative (2861),pdf>> «081203 Site Plan (2861).pdf>> «P1223 Vicinity
Maps.pdf>>
Christopher N. $m811 EI, LEED AP
Civil Engineer
CI_ARK*Nu XSEN
Architecture & Engineering
4000 Weslchase Boulevard Suite 280
Raleigh, NC 27607
919.828,1876 Tel,
919.828.1877 Fox
cs mall(diGa rknex sen.com
wvm darks exsen,co n
E C E I V E
i
DEC 0 3 2008
DWQ
PROJ #
CONFIDENTIALITY NOTE: This e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of
the individual or entity to which they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended
recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachments is strictly prohibited. If you have received this
e-mail in error, please immediately notify the sending individual or entity by e-mail and permanently delete the original e-mail and attachments from your
computer system.
Content -Description: 081203 P1223 Express Request (2861).pdf
081203 P1223 Express Request (2861).pdf i Content -'type: application./octct-stream
Content -Encoding: base64
Font�nt-,Dcscription: 081203 P1223 E&S Narrative (2861).pdf
081203 P1223 E&S Narrative (2861).pdfiype: application/octct-stream
ncoding. base64
Content -Description: 081203 Site I'lan (2861).pdf'
081203 Site Plan (2861).pdfl Content 'Type: application/octet-stream
Content -Encoding: base64
Content -Description: 111223 Vicinity Maps.pdf
P1223 Vicinity ,Maps.pdf Content Type: application/octet-stream
1 1 Content -Encoding: base64
1 of 1 12/3/2008 2:18 PM

about:blank
December 3, 2008
111223 Truck Company Maintenance 1 Op Complex
Gentlemen:
The Express Erosion Control Submittal Meeting has been scheduled with Rhonda flail on December 16, 2008 at 11:00 AM here in the Wilmington
Regional Office.
The Express Stormwater Scope Meeting has been scheduled with Chrisline Nelson al the same time (12116 Q 11:00 AM).
Please note that based upon l l.7 acres of disturbed area, the erosion control review fee will be $780.00 (12 x $65) and $2,000 for the Express Pee.
Please submit 2 separate checks made payable to NC DENR. If you were submitting both the erosion control package and the stormwater application
package within the same week (7-day period), we could offer you a reduced bundled fee for high density projects ($4,000 covering both erosion control
AND stomnwater express review). If the application packages are being submitted farther apart than 7 days, then separate 13xpress Fees will be
required.
Please respond within 2 business days to confirm and reserve the meeting date / time.
flianks,
Kanet Russell
Express Coordinator
1 of 1 12/3/2008 4:40 PM

RE-: P12237ruck Company Maintenance / Op Complex
Subject: RE: P 1223 Truck Company Maintenance / Op Complex
From: "Christopher 1-1. Small" <csnlall a C1arkNexsen.com>
Date: Wed, 3 Dec 2008 17:19:30 -0500
To: "Janet Russell" <Janet.Russel l rr ncmail.net>, "Gregory E. Murphy" <gmurphy rt ClarkNcxsen.com>, "'fowler GS05 David W"
<david.towler a usmc.mil>
The 16th will work fine for us. Greg Murphy and I will be attending
from Clark Nexsen.
Janet,
One questions I have with the schedule of both and the same time...will
these be separate meetings or one meeting with both Land Quality and
Water Quality in attendance?
Christopher H. Small EI, LEED AP
Civil Engineer
CLARK NEXSEN
Architecture & Engineering
4000 Westchaso Boulevard Suite 280
Raleigh, NC 27607
919.828.1876 Tel.
919.826.18'!7 Fax
[e-mail]
www.clarknexsen.com
CONFIDENTIALITY NOTE: This e-mail and any files transmitted with it
contain privileged and confidential information and are intended solely
for the use of the individual or entity to which they are addressed. If
you are not the intended recipient or the person responsible for
delivering the e-maiL to the intended recipient, you are hereby notified
that any dissemination or copying of this e-mail or any of its
attachments is stric4ly prohibited. If you have received this e-mail in
error, please immediately notify the sending individual or entity by
e-mail and permanently delete the original e-mail and attachments from
your computer system.
-----Original message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Wednesday, December 03, 2009 4:41 PM
To: Christopher H. Small.; Gregory E. Murphy; Towl-er GS05 David w
Subject: P1223 Truck Company Maintenance / Op Complex
December 3, 2008
*P1223 Truck Company Maintenance / Op Complex*
Gentlemen:
The Express Erosion Control Submittal Meeting has been scheduled with
'Rhonda Hall on December 16, 2009 at 11:00 AM there in the Wilmington
Regional Office.
The Express Stormwater Scope Meeting has been scheduled with *Christine
Nelson at the same time (12/16 @ 11:00 AMl)-
Please note that based upon 11.7 acres of disturbed area, the erosion
control review fee will be $780.00 (12 x $65) and $2,000 for the Express
Fee. Please submit 2 separate checks made payable to NC DENR. If you
were submitting both the erosion control package and the stormwater
application package within the same week (7-day period), we could offer
you a reduced bundled fee for high density projects ($4,000 covering
both erosion control AND stormwater express review). If the application
packages are being submitted farther apart than 7 days, then separate
Express Fees will be required.
Please respond within 2 business days to confirm and reserve the meeting
date / time.
Thanks,
Janet RusselL
Express Coordinator
l of 1 12/4/2008 8:57 AM

RE-: 111225 Truck Company Maintenance / Op Complex
Subject: RE: P12231'ruck Company Maintcnancc / Op Complex
From: "TowlcrCIV David V <david.towlcrausmc.miI>
Date: Thu, 4 Dec 2008 07:42i30 -0500
To: "Janet Russell" Glanct.Russcll a ncmail.net>, "Christopher E [. Small" <csmall rr C1arkNexsen.com>, <gmurphyGclarknexsen.com>
December 16, at 1100 is good for me, I'll be there.
V/r,
David W. Towler, E1
Marine Corps Rase, Camp Lejeune
Civil Engineer
Public Works Division, Bldg 1005
Civil Design Branch
Phone: [phone] ext. 3284
-----Original Message -----
From: Janet Russell imailto:Janet.Russell@ncmail_net]
Sent: Wednesday, December 03, 2008 16:41
To: Christopher 14. Small; gmurp [e-mail]; Towler CIV David W
Subject: P1223 Truck Company Maintenance / Op Complex
December 3, 2008
*P1223 Truck Company Maintenance / Op Complex*
Gentlemen
The Express Erosion Control Submittal Meeting has been scheduled with
Rhonda Nall cn December 16, 2008 at 11:00 AM "here in the Wilmington
Regional Office.
The Express Stormwater Scope Meeting has been scheduled with `Christine
Nelson at the same time (12/16 @ 11:00 AM-).
Please note that based upon .11.7 acres of disturbed area, the erosion
control review fee will be $780.00 (12 x $65) and $2,000 for the Express
Fee. Please submit 2 separate checks made payable to NC DENR. Tf you were
submitting both the erosion control package and the Stormwater application
package within the same week (7-day period), we could offer you a reduced
bundled fee for high density projects ($4,000 covering both erosion control
AND stormwater express review). If the application packages are being
submitted farther apart than 7 days, then separate Express Fees will be
required.
Please respond within 2 business days to confirm and reserve the meeting
date / time.
Thanks,
Janet Russell
Express Coordinator
1 of 1 12/4/2008 4:00 AM

NCDENR
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
For DFNR Use ONLY
Reviewer:
Submit:
Time,
confirm.
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a.ncmaii.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a),ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(�ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(a),ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(a)ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: P1223 TRUCK COMPANY MAINTINENCE/OPERATIONS COMPLEX County. ONSLOW
Applicant: CARL BAKER, PE, DIRECTOR -DESIGN BRANCH Company; U.S. GOVERNMENT
Address: 1005 MICHEAL ROAD City: CAMP LEJEUNE, State: NC Zip: 28542-4
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:BLOCK BOUNDED BY MICHAEL ROAD GUM ROAD AND LOUIS ROAD.
Project Drains into NEW RIVER waters — Water classification SC; NSW (for classification see-http:llh2o.enr. slate. nc.usibimslreportslreportsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within Yz mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: K. JOSHUA HURST, PE Company: CLARK NEXSEN
Address: 4000 WESTCHASE BLVD., SUITE 280 City: RALEIGH, State: NC Zip 27607-6864
Phone: [phone] Fax::[phone] Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ 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 ft 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 1 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with 11.70 acres to be disturbed.(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
Wetlands 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 ALOE: ❑ Yes ® No Permit
For DEER use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS September 2008

P1223 Truck Company Maintenance Operations Complex CN Comm. No.:NC2681
Stormwater Narrative Clark*Nexsen -
1.0 PROJECT INFORMATION
1.1 PROJECT LOCATION AND EXISTING CONDITIONS
The project site for the P1223 Truck Company Maintenance Operations Complex is located at
Camp Lejeune. The site is bounded by Michael Road to the north, Gum Road to the west, and
Louis Road to the south. The east side of the construction limits is bounded by an adjacent
project that will construct a BMP at the site limit. The site consists of 11.70 acres of partially
wooded, undeveloped land that has been used for pedestrian troop operations and storage,
Existing grade elevations generally range from about 27 feet NISI, in the northwest corner of the
site to a low of 11 feet MSL on the south side of the site. The existing site is forty seven percent
(47%) impervious.
1.2 PROJECT DESCRIPTION
The purpose of the originally permitted project can be found in the paragraph below. The
purpose of this current project is to replace the existing permitted infiltration basin with a wet
pond. The owner has opted for the replacement in light of maintenance issues. A wet pond will
better suit their needs for this site. The wet pond will be located in the same area as the
infiltration basin, and the current piping system will be modified so that only two outlets enter
the wet pond. The previously permitted drainage area is only changing in size, as the footprint of
the wet pond in larger than the infiltration basin. The same amount of BUA will be draining to
the wet pond, and the downstream outlet will remain the same.
The purpose of this project is to provide a single story Truck Company Maintenance Operations
Complex at the Nfarinc Corps Base at Camp Lejeune. This project will be similar to a
motorpool that will service large vehicles and provide on site parking for these operations. The
site work will include two entrances to a 165 space POV parking lot from Michael Road. Service
access for the large vehicles based at this facility will be provided through a separate entrance
from Michael Road southwest of the POV parking lot entrance. The service entrance will
provide space for the vehicles to stage and not interfere with traffic on Michael Road. Sidewalks
will be provided for pedestrian access onsite. Approximately 11.7 acres will be disturbed during
this construction period. This project will meet minimum anti -terrorism force protection
standards.

e
P1223 "truck Company Maintenance Operations Complex
Stormwater Narrative
CN Comm. No.:NC2681
Clark*Nexsen
The total drainage area for the site is '11.09 acres. The pre -development conditions are 47%
impervious whereas the post -development conditions are 80% impervious.
The project site has one outfall as indicated on the drainage area maps. The site drains to an
existing 24" RCP located along the southern side of the site between the two storm water Bit Ps.
The modified post -development drainage area map is shown on CG101.
1.3 GEOTECHNICAL INVESTIGATION
Geotechnical investigation was performed by GeoEnvironmental Resources, Inc. (GER). A
copy of the Geotechnical report can be found in the original permit documents.
uo!Ivfnba.r
07spaooay
Rq;dwaxa , axol ayj ssarun sat ry; p; pasopsi ,tour puv
r;1oN oa zaa. qns sr ssalppv ; wolf p v o] aau uodsaljo rnw3
€ZEL-96 6:auoyd
2 V-IXAIIJC]
`U Sulwll
leu ae Z

` Is
E-maj
dis4
r
M
LLJ Mr1r)
r K!
Q � N
U LC)O N
ZD II
III�Oq
N C)
t� Q 44
Q Q U
Z O rLLI
i
I o�
mlr. rw. � o tylrr �: rin � wEa rrr � s
address maybe subject to tl
®Carolina`Public Records La " d may be
I
U W
z
�
fit
4
I
f�ti
7 h n
-
N r
�0
M1Mago
sN
,� heia N_'ti`,�~r�T! �� ���J +•�.—.H�-,�-e:kf"i� �I,.L��1 q ry � .
l9 mi:l

O (*� l �M � For l7ENR Use ONLY
YJ11 V � � Reviewer, GVC,
�� North Carolina Department of Environment and Submit:
Natural Resources , 30
NCDENR Request for Express Permit Review Tlme: --
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a com leted DETAILED narrative site plan PDF file and vicinity ma same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidson(a)ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee ncmail.net ---�� , �-� ,E
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grorlan{aAncmail.net
• Washington Region -Lyn Hardison 252.946-9215 or [e-mail] MAY
• Wilmington Region -Janet Russell 910-350-2004 or fanet.russell rigmail.net i
NOTE, Project application received after 12 noon will be stamped in the following work day. 'liRy ; �-----
Project Name: R1223 TRUCK COMPANY MAINTINENCEIOPERATIONS COMPLEX j County: ONSLOW
Applicant: CARL BAKER, PE DIRECTOR -DESIGN BRANCH Company: U.S. GOVERNMENT
Address: 1005 MICHEAL ROAD City: CAMP LEJEUNE, State: NC Zip: 28542-4
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:BLOCK BOUNDED BY MICHAEL ROAD GUM ROAD, AND LOUIS ROAD.
Project Drains into NEW RIVER waters- Water classification SC; NSW (for classification see-http:llh2o.enr.state. nc,u slbimslreportslreportsWB.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 HQW waters? N
Engineer/Consultant: VINCE CHIRICHELLA, PE Company: CLARK NEXSEN
Address: 4000 WESTCHASE BLVD., SUITE 280 City: RALEIGH, State: NC Zip 27607-6864
Phone: [phone] Fax::[phone] Email: vchirich ellaoclarknexsen.com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ 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 ft 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
ElHigh Density -Bio-Retention ___. # Treatment Systems ❑ High Density-Stormwater Wetlands — # Treatment Systems
El High Density -Other _# Treatment Systems /® MODIFICATION: ® Major ❑ Minor ❑ Revision SW 081202(Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with <1 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping_and express meeting_reguest
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Fee Split for multiDle Dermits: (Check #
Buffer Impacts: ® No ❑ YES: acres)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No Permit
For DENR use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS September 2008