SW8080931_HISTORICAL FILE_20081009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑C HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
-2Z2ffb 1�D9
YYYYMMDD

�w \M TAR Michael F. Easley. Governer
0 William G. Ross Jr., Secretary
j;
r Noith Carolina Department of Environment and Natural Resources
Coleen H, Sullins, P.E. Director
�S¢ � Division Of V4 filer OUal fly
October 9, 2008
Commanding General USMC Base Camp Lejeune c/o Carl Baker
USMC Base Camp Lejeune
1005 Michael Rd.
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 080931
FOB ECP Shipping Container Storage
Constr. Contr. No. M67854-07-C-8016
High Density Commercial Wet Pond Project
OnslowCounty
Dear Mr. Baker:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for FOB ECP Shipping Container Storage on September 26, 2008. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We,are forwarding Permit No.
S1N8080931, dated October 9, 2008, for the construction and operation of the subject project.
l his permit. shall be effective from the date of issuance until October 9, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure -to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
fLaiJwing 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. Drawer27447, 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
contact alcolrn Boney, or me at [phone].
Si erel ,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mb: S:1WQSISTQRMWATERIPERMIT1080931.sep08
cc: Onslow County Planning Department
Malcolm Boney, NCDENR
tWilmington:Regional Office
Central Files
matter, please
No IhCarolina
AlaturaUff
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 !'hone [phone] Customer Service
Wilmington Regional Office Internet: trnal ii� ilci1i.0 lit}_,gr� Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% RecycledMO% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8080931
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
"PERMISSIOWIS HEREBY -GRANTED TO..,
Commanding General USMC Base cto Mr. Carl Baker
FOB ECP Shipping Container Storage '
Hwy 172 -1 mile Northwest of Lyman Rd., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 9, 2008, and shall be
subject to the following specified conditions and limitations;
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater.
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 107,532 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on
page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project will
be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

State Stormwater Management Systems •'
Permit No. SW8080931
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, : ft
Offsite, ft2: 2.
b. Total Impervious Surfaces, ft2:
Buildings, ft2:
Sidewalk & Concrete, ft2:
Roads & Parking, ft2:
Offsite, ft2.
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS�:
g. Permanent Pool Surface Ares, ft
h. Permitted Storage Volume, W_
i. Tempo[ary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Receiving Stream/River Basin:
I. Stream Index Number:
M. Classification of Water Body:
n. Forebay volume
o. Pump (hp)
II. SCHEDULE OF COMPLIANCE
185,584
0
107,532
0
107,532
0
1.5
4.96
90
16.5
16,875
45,222
18.3
2.375 "0 pipe
Browns Swamp/ WO
19-41-5-1
"SA, HQW"
17,041
1/3
1. The stormwater management system shall -be constructed in its entirety, vegetated
and operational for its intended use prior tothe construction of,any built -upon
surface.
2. :. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Page 3of7

-� State Stormwater Management Systems
Permit No. SW8080931
6. Access to the stormwater facilities shall be maintained via appropriate easements
at all times.
7. 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.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
r;;srj;.ti,=r=_. -,•,;, restored to design condition prior to operatibn:as�a-stbrmwater treatment device,
and prior.to occupancy of the facility.
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 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of
construction.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation as
listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
Page 4 of 7

State Stormwater Management Systems .-
Permit No. SW8080931
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. i
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and reggulations contained in Session Law 2006-246,
Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. -The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this Ze 9t" day of October 2008.
NORTKI CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8080931
FOB ECP Shipping Container Storage
Stormwater Permit No. SW8 080931
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:
r'
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8080931
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;-,thbappro.ved=:plans.-
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9: Vegetated slopes are no steeper than 11.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and
a forebay.
15. , The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Planning Department
Page 7 of 7

State Stormwater Management Systems
Permit No. SW8080931
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commanding General USMC Base c% Mr. Carl Baker
FOB ECP Shipping Container Storage
Hwy 172 -1 mile Northwest of Lyman Rd., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 6, 2008, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 107,532 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on
page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project will
be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8080931
rA
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, Acres:
Onsite, ft
185,584
0
:
Offsite, ft2:
b.
Total Impervious Surfaces, ft2:
107,532
Buildings, ft2:
0
Sidewalk & Concrete, ft2:
0
Roads & parking, ft2:
107,532
Offsite, ft .
0
C.
Design Storm, inches:
1.5
d.
Average Pond Design Depth, feet:
4.96
e.
TSS removal efficiency:
90
f.
Permanent Pool Elevation, FMSL:
16.5
Permanent Pool Surface Are.9, ft2:
16,875
h.
Permitted Storage Volume, ft :
45,222
i.
Temporary Storage Elevation, FMSL:
18.3
j.
Controlling Orifice:
2.375 "0 pipe
k.
Receiving Stream/River Basin:
Browns Swamp/ WO
I.
Stream Index Number:
19-41-5-1
M.
Classification of Water Body:
"SA, HQW"
n.
Forebay volume
17,041
o.
Pump (hp)
113
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8080931
6. Access to the stormwater facilities shall be maintained via appropriate easements
at all times.
7. 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.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from,
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. 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.
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 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of
construction.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation as
listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8080931
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 and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-246,
Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this tL4e 61h day of October 2008.
NORT,W"CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for uoieen H. 5uiuns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8080931
FOB ECP Shipping Container Storage
Stormwater Permit No. SW8 080931
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
ect 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 6 of 7

State Stormwater Management Systems
Permit No. SW8080931
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
.11. The permitted amounts of surface area and/or volume have been provided.
.12. Required drawdown devices are correctly sized per the approved plans.
.13. All required design depths are provided.
.14. All required parts of the system are provided, such as a vegetated shelf, and
a forebay.
.15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow County Planning Department
Page 7 of 7

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIO FOk'M-2
This form may be photocopied far use as an original k. sl008
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Commanding Officer, -Marine Corps Base, Camp Lejeune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Carl Baker, P.E. - Deputy Public Works Officer
3. Mailing Address for person listed in item 2 above:
Blda 1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Phone: (910 ? 451-2213 Fax: (910 ) 451-2927
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Camp Lejeune Munitions Training Range Improvements - FOB/ECPArea
Construction Contract No. M67854-07-C-8016
5. Location of Project (street address):
Marine Corps Base, Camp Lejeune T
City:lacksonville County:Onslow Zip:28540
6. Directions to project (from nearest major intersection):
Flwy 24 to Hwy 172_through back gate. Project site is approximately 2 miles on left next to Range G-5.
7. Latitude:34° 37.30' " N Longitude:77° 14.95' If W of project
S. Contact person who can answer questions about the project:
Name:Wendell Morgan, Operations Manager Telephone Number: (910 ) 327-9204 _
Emait:wmor an«bristol-com anies.com
H. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 03.27,08 Page I of 4

2. if this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP []Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
See attached narrative, wet detention pond.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area: 4.26 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no zetlands exist on site)
6. Total Project Area**: 4.26 acres 7. Project Built Upon Area: 57.94 %
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Freeman Creek
Stream Class & Index No.
SA, HQW 19-41-5-1
Total Drainage Area (so
185,584 SF, 4.26 AC
On -site Drainage Area (so
185,584 SF, 4.26 AC
Off -site Drainage Area (sf)
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
107,532 SF, 2.47 AC
% Impervious* Area (total)
57.94%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
0
On -site Streets (so
0
On -site Parking (sf)
107,532 SF, 2.47 AC
On -site Sidewalks (so
0
Other on -site (so
0
Off -site (sf)
0
Total (sf):
107,532 SF, 2.47 AC
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project builf upon area (BUA).
Form SWU-101 Version 03.27.08 Page 2 of 4

' 10. How was the off -site impervious area listed above derived?N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. if lot sixes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http://h2o.enr.state.ne.uslsu/bmp_forms.htm -deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from htt2://h2o.enr.state.ne.us/su/bml2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWIJ-101 Ve-si❑-t03.2? .08 Page 3 of 4

` VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office maybe found by locating project on the
interactive online map at htip://h2o.enr.state.ng.tis/su/msi mitsp htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Ini 'als
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if.
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for C' h BMP "t N
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/managementH
• Copy of any applicable soils report WAI
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Avolis Enginggrjng.P.A.
Mailing Address:P.O. Box 1.5564
City:New Bern State: Zip:28561
Phone: 02 ) 633-0068
Email.avolisen&lpmonline.net
VUl. APPLICANT'S CERTIFICATION
Fax: (252 ) 633- i507
1, (print or type name of person listed in General Information, item 2) Carl Baker. P.E.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cgvenant-5 yell be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H _7 n Jl
Date: _0 _6/ _
Form SWU-101 Version 03.27.08 Page 4 of 4

Permit No.6W ?(_l ?() J'
(to be provided by DWQ)
� OF W A rFA
y
HCDENR p
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be fitted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, fifled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Camp Lejeune Munitions Training Improvements - FOBIECP Area (Contract M67854-07-C-8416)
Contact person Wendell Morgan, Operations Manager
Phone number 910-327-9204
Date 23-Jul-08
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
185.584.00
ft'
Impervious area
107,532.00
ft
% Impervious
57.94
%
Design rainfall depth
1.50
in
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Past -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
SHWT elevation
Top of shelf elevation
Temporary pool elevation
NIA tt3
NIA ft3
4.66 in
3,603,00 ft'
41,219.00 tt3
37,616.00 tt3
45,222.00 ft'
4.66 - in
0.20 (unitless)
0.77 (unitless)
0.19 inlhr
3.97 ft3lsec
0.20 ft3lsec
-3.77 ft/sec
8.00
ft
9.00
ft
16.00
ft
16.50
ft
15.00
17.00
ft
—ft��
"_ _ft ��,�j
�0 10
Form SW401-Wet Detention Basin-Rev.4 Parts I. E II. Design Summary, Page 1 of 2

Permit No.s�) � () (}03_11
(to be provided by DWO)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA1DA ratio
4.14
(unitless)
Surface area at the bottom of shelf
15,149.00
ftZ
Volume at the bottom of shelf
76,108.00
ft3
Permanent pool, surface area required
7,683,00
ft2
Permanent pool, surface area provided
16,875.00
ft' OK
Permanent pool volume
83,682.00
ft3
Average depth for SAIDA tables
4.96
ft OK
Surface area at the top of shelf
19,975.00
ft,
Volume at the top of shelf
94,450.00
ft3
Forebay volume
17,041.00
ft3
Forebay % of permanent pool volume
20.36
% OK
Temporary pool, surface area provided
33,108.00
ftz
Drawdown Calculations
Treatment volume drawdown time
4.75
days
OK
Treatment volume discharge rate
0.11
ft31s
Pre -development 1-yr, 24-hr discharge
3.97
ft31s
OK
Post -development 1-yr, 24-hr discharge
0.11
ft31s
OK
Additional Information
Diameter of orifice
2.375
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
ft
OK
Length of flowpath to width ratio
3,00
:1
OK
Length to width ratio
3.00
:1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
1.00
ft
OK
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Pump
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

DWQ USE ONLY
Date Received Fee Paid Permit Number
-U 6 , - 0 :5-63 115 3
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
'Phis form may be photocopied for use as an original
GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Commanding Officer, Marine Corps Base, Camp LeJeune
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Carl Baker, P.E. - 1?e2uty Public Works Officer
3. Mailing Address for person listed in item 2 above:
131de 1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Phone: [phone] Fax: (910 ) 451-2927
Emai1:[e-mail]
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.):
Camp Lejeune, Munitions Training Range Improvements - FOB/ECPArea
Construction Contract No. M67854-07-C-8016
5. Location of Project (street address):
Marine Corps Base Camp Le'eune
City:lacksonville County:Onslow Zip:28540
6. Directions to project (from nearest major intersection):
Hwy 24 to hlwy 172 through back gate. Project site is approximately 2 miles on left next to Range G-5.
7. Latitude:34° 37.30' " N Longitude:77° 14.95' " W of project
8. Contact person who can answer questions about the project:
Name:Wendell Morgan, Operations Manager Telephone Number: (910 ) 327-9204
Email:[e-mail]
IL PERMIT INFORMATION:
1. Specify whether project is (check one)
�1
❑Renewal ❑Modification
Form SWU-101 Version 03.27.08 Page I of 4

2.
3.
4.
If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
Specify the type of project (check one):
❑Low Density ®I-ligh Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES 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 stormwater management for the project .
See attached narrative, wet detention -pond -
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area: 4.26 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area"": 4.26 acres 7. Project Built Upon Area: 57.94
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For hieh density nroiects, complete the table with one drainage area for each enzineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Freeman Creek
Stream Class & Index No.
SA, HQW 19-41-5-1
Total Drainage Area (sf)
185,584 SF, 4.26 AC
On -site Drainage Area (SO
185,584 SF, 4.26 AC
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
107,532 SF, 2.47 AC
% Impervious* Area (total)
57.94%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
0
On -site Streets (so
0
On -site Parking (so
107,532 SF, 2.47 AC
On -site Sidewalks (so
0
Other on -site (so
0
Off -site (sf)
0
Total (so:
107,532 SF, 2.47 AC
Impervious area is dr fined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
"Total project area shrill be calculated based on the current policy regarding inclusion of wetlands in the built capon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form 5WU- 10l Version 03.27.08 Page 2 of 4

' 10. How was the off -site impervious area listed above derived
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. if lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from htt2:JNo.enr.state.nc.us/sulbmp forms.htm = deed restrictions.
Form DRPGl
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http:/lh2o.enr.state.nc.uslsu/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-infiltration Basin
Form SW401-infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
1 ?rm StiJ1J l:il '!e'sir;n 03.2 .��3 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)-
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office maybe found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps; htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
lni(' als
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if.
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for allh BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR d
• Calculations & detailed narrative description of stormwater treatment/management i
• 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 high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Avolis Engineering, P.A.
Mailing Address: . Box 15564
City:New Bern State:NC Zip:28561
Phone: (252 ) 633-0068 Fax: (252 ) 633-6507
Email: avolisen&112monline.net
V111. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Carl Baker, P.E.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protectivenants I be recorded, and that the proposed project complies with the requirements 15A
NCAC 2H .19D0! � el
Signature: f Date: -00 —al",
I Baker, P. . , Deputy Public Works Officer
Form :;WU-101 Version 03.27.08 Page 4 of 4

Permit No. � I
(to be provided by DWQJ
P
OF W A TEA
a r
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part f11) must be printed, filled out and submitted along with all of the required information.
L'PROJECT
Project name
Camp Lejeune Munitions Training Improvements - FOBIECP Area (Contract M67854-07-C-8016)
Contact person
Wendell Morgan, Operations Manager
Phone number
910-327-9204
Date
23-Jul-08
Drainage area number
1
II. DESIGN'INFORMATION
Site Characteristics
Drainage area
185,584,00 ft2
Impervious area
107,532.00 ft'
% impervious
57.94 %
Design rainfall depth
1.50 in
Storage Volume: Non -SR Waters
Minimum volume required
NIA ft'
Volume provided
NIA ft3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
4.66 in
Pre -development 1-yr, 24-hr runoff
3,603,00 ft'
Post -development 1-yr, 24-hr runoff
41,219,00 ft3
Minimum volume required
37,616.00 ft'
Volume provided
45,222.00 ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
4.66 in
Rational C, pre -development
0.20 (unitless)
Rational C. post -development
0,77 (unitless)
Rainfall intensity: 1-yr, 24-hrstorm
0.19 inthr
Pre -development 1-yr, 24-hr peak flow
3.97 ft�lsec
Post -development 1-yr, 24-hr peak flow
0,20 ft'lsec
PrelPost 1-yr, 24-hr peak flow controi
-3.77 ft3lsec
Basin Elevations
Basin bottom elevation
8.00 ft
Sediment cleanout elevation
9.00 ft
Bottom of shelf elevation
16.00 ft
Permanent pool elevation
16.50 ft
SHWT elevation
15.00 ft
Top of shelf elevation
17.00 ft
Temporary pool elevation
18.00 ft
Form SW401-Wet Detention Basin-Rev.4 Parts I. & R. Design Summary, Page 1 of 2

Permit No. �V-���4 7 I/
(to be provided by DWQ)
11. DESIGN!INFORMATION '"
`'"
s
Volume and Surface Area Calculations
SAIDA ratio
4.14
(unitless)
Surface area at the bottom of shelf
15,149.00
fe
Volume at the bottom of shelf
76,108.00
ft'
Permanent pool, surface area required
7,683.00
ft'
Permanent pool, surface area provided
16,875.00
fl?
OK
Permanent pool volume
83,682.00
ft'
Average depth for SAJOA tables
4.96
ft
OK
Surface area at the top of shelf
19,975.00
ft,
Volume at the top of shelf
94,450,00
h3
Forebay volume
17,041.00
ft3
Forebay % of permanent pool volume
20.36
%
OK
Temporary pool, surface area provided
33,108.00
ftz
Drawdown Calculations
Treatment volume drawdown time
4.75
days
OK
Treatment volume discharge rate
0.11
ft3is
Pre -development 1-yr, 24-hr discharge
3,97
ft31s
OK
Post -development 1-yr, 24-hr discharge
0.11
ft31s
OK
Additional Information
Diameter of orifice
2.375
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10.00
:1
OK
Vegetated shelf width
10.00
ft
OK
Length of fiowpath to width ratio
3.00
:1
OK
Length to width ratio
3,00
:1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
1,00
ft
OK
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Pump
Form SW401-Wet Detention Basin-Rev.4 Paris I. & It. Design Summary, Page 2 of 2

Permit No �0 YQ 1) 3 t
(to be provided by DW4)
111. OQ Jtt Di1TEM$,i('►HEaK ".9T
Please indicate the page or plan sheet numbers where the supporting documentation can be found_ An Incomplete submittal package will
result in a request for addrdonal information. This vrill delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justificatlon.
Pagel Plan
initials She No.
lt,�— C '27—
4 C- s"
4.1 cS
C*_
'I. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include national C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
Boundaries of drainage easement.
2, Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planking shelf, and
- Filter strip.
3. Sedion view of the dry detention basin (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures,
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
S. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided,
5. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is,stabilized.
i. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (00) agreement.
9. A copy of the deed restrictions (if required).
10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests.
soil maps are not an acceptable source of soils information.
Form 0-- "''fdr:x aaS?n-RcUA Part In. Requ;ro

Permit Number: SL0%-,0ySOS S Z
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. 'Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
[] does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized,after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the roblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Forri Sti 401-Wvt Detarntiotl R,,lSin O&M-Rev.3 Page l Of 1

Permit Number: �� � 31
(to be provided by DWQ)
Drainage Area Number: 1
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage,
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the lants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the lants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form M401 l-Wet Det ,nd.4m Basin ('A-M,Rev.3 ,'age 2 of 2

Permit Number: caw aC ? 3 l
(to be provided by DWQ)
Drainage Area Number: 1
BMP element:
Potentialproblem:
How i will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present,
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
CIogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is dama ed
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the Iocal NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
Ull in the blanks)
Q Permanent Pool Elevation 16.5
Sediment Removal E 9.0 Pe anen Pool
----------------- Volum Sediment Removal Elevation 9.0 Volume
Bottom Elevatio O ft Min.-----�--------------------------------------- ----4-rSediment Bottom Elevation ;( 1-ft
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Mzin O&M-F•: ;v.3 Par,. f 3

Permit Number:�y
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name -.Camp Lejeune Munitions Training Range Improvements - FOB/ECP Area
BMP drainage area number 1
Print name:Carl Baker, P.E.
Title: Deputy-Publie Works off icar _
Address:1005 Michael Road, Camp Lejeune, NC 28547
P1
Date: _ /— �9U —0
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named she president.
I, /—�� �� •'i�� , a Notary Public for the State of
County of 61Ild/ , do hereby certify that
personally appeared before me this �a
day of ,�,� , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
ALICE A SONNETT
Notary Public
Onslow County
stale of North Ccrollna
Comtnlulon Expires Oct 23. 2010
SEAL
My commission expires � 85/
Fern SW401 Detention Basin C'& Page 4 of 4

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I. PROJECT -INFO RMATION,
�± }" ;^"�••, .s' r,e�;Cc; .r.' 7.:'S•+.h
Project name Camp Le}eune Munitions Training Range Improvements - FOB/ECP Area
Contact name Wendell Morgan, Operations Manager
Phone number 910-327-9204
Date July 23, 2008
Drainage area number 1
II. DESIGNANF.,ORMATION.
For Level Spreaders Receiving Flow From a BMP
Type of BMP Stormwater Pond
Drawdown flow from the BMP 0.11 cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
ff2
Do not complete this section of the worksheet.
Impervious surface area
ft2
Do not complele this section cf the worksheet.
Percent impervious
%
Do not complete this section of the worksheel.
Rational C coeffiCient
Do not complete this section of the worksheet
Peak flow from the 1 inthr storm
cfs
Do not complete this section of the worksheel.
Time of concentration
min
Rainfall intensity, 10-yr storm
inlhr
Do not complete this seclion of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
N
(Y or N)
To a mulched bioretention cell?
N
(Y or N)
To a wetland?
Y
(Y or N)
Please complete filler stnp characlenzation below.
To a filter strip or riparian buffer?
N
(Y or N)
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
50.00
ft
Width of dense ground cover
0,00
it
Width of wooded vegetation
0.00
ft
Total width
50.00
ft
Elevation at downslope base of level lip
17.00
fmsl
Elevation at top of bank of the receiving water
1650
fmsl
Slope (from level lip to to top of bank)
1.00
%
OK
Are any draws present?
N
(Y or N)
OK
Level Spreader Design
Forebay surface area
sq ft
No forebay is needed.
Feet of level lip needed per cfs
13
fticfs
Answer "Y' to one of the following:
Length based on the 1 inlhr storm?
N
(Y or N)
Length based on the 10-yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y
(Y or N)
Design flow
0.11
cfs
is a bypass device provided?
N
(Y or N)
A bypass device must be provided.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr storm
Channel lining material
TUI
130.00 ft
#VALUE!
N (Y or N)
(Y or N)
Do not complete this section of the worksheel.
(Y or N)
Do not complete this section of the worksheel
Do not complete this section of thn worksheel.
ft
Do not oamplete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheel.
Cfs Do rot complete this section of the worksheel
Do not complete this section of the worksheet
Form SW401-1-evek Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts t. and !I. Design Summary, page 2 of 2

_..� --. .- - '_ �•,y�� � 1!�"•54 Zh- Cd's iV—?� Y ?1 5i S i �' 11- vL i1i S S -F� i - i L
mL f7 ' ►f� �1CT+il xv i zt �r5 1 , 4 V a r tF t r ril 4 �i + F
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach Justification.
Page! Plan
Initials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
� _ (, �✓ 2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot tope lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ulGmafe build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
Underdrain system (if applicable),
- Level lip,
Upslope channel, and
- Downslcpe filter fabric.
_ LS 4. A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present,
a. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (08M) agreement.
8, A copy of the deed restrictions (if required).
Fr.,rm 7A'401-Level Srrerder. Filter Strip. Restored Riparian Buffer-Rev.5

Permit Number:4[JJO3&0 ? I
(to be provided by DWQ)
Drainage Area Number.
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity.
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment Ioad to the vegetation.
Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
Once a year, the soil will be aerated if necessary.
-- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site,
The flow sphtter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Forrm. SWUM -Level Spreader, Filter Strip, Restored Riparian Suffer O&M-Rev.3 Page 1 of 1

BMP element:
Potential problem
How I will remediate theproblem;
The swale and the level
The Swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it
water until it is established. Provide
time and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the Swale or just
dow-nslope of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Study the site to see if a larger
Turf reinforcement is
P/
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary), After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximatel three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer a plication.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible, If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality Iocal Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form S W U401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 2

Permit Number: .1Lo �moc' � I
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Caml2 Lejeune Munitions Training, Range Improvements-FOB/ECP Area
BMP drainage area number:
Print name:Carl Baker, P.E.
Title:Deputy Public Works Offic-er
Addri
Phon+
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than SO% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of Li�d , do hereby certify that
%fr/Cr- personally appeared before me this
day of 9 ayuJ- , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
AUCE A /ONNETTE ��+
rutiooww alit
o
srot. Or North Corollna
COMmisslon Explres Oct xs, 2Q10
SEAL
My commission expiresc�`�/�
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Hioh Density Commercial Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built
upon area consistent with the design criteria used to size the stormwater control facility.
I, Carl 11%kgg, P E , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as CamP Lejeune Munitions Training_ Range Improvements - FOB/ECP Area.
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCA C 2H. 1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 107,532 square feet. {OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormw ter permit arinlication to the Division of Water Quality and receive a permit
prior to constru
Signature: 1p! Date:r`�
ar, er, P.E.1 - epu y FuKic Woirys=Ficer
I, _ A/0 ,, sow,{ ____ , a Notary Public in the
State of _,/-Aln� dc.- 4,- , County of .r 14_) ._
do hereby certify that Cfd'�� - _personally appeared
before me this the A)day of /4� , 20 and acknowledge
the due execution of the foregoing instrument, Witness my hand and official seal,
Z
///�/JJ /////////ra{//� SEAL
Signature
My Commission expires c�V
Form DRPC-1 Rev.1 Page i. of 1
F A BONNeIIt
Notary Nblic
Ordlow County
Bna
odo of North Caroli
L
' ^ h mr»Irolon expire Oct 23, 2010

STORMWATER NARRATIVE
CONSTRUCTION CONTRACT NO. M67854-07-C-8016
CAMP LEJEUNE MUNITIONS TRAINING RANGE IMPROVEMENTS
FOB/>ECP AREA NEAR RANGE G-5
MC13 CAMP LEJEUNE, ONSLOW COUNTY, NORTH CAROLINA
Marine Corps Base, Camp Lejeune is presently in the process of upgrading many of its shooting range
areas at Marine Corps Base, Camp Lejeune, On51pw County, North Carolina. One area marked for
improvement is the Forward Operating Base/Entry Control Point (FOB/ECP) site near the G-5 range
area. The project site covers a total area of approximately 4.26 acres and is located just south of
Highway 172 near Range G-5 as presented on the proje:;t plans. Previously permitted work has been
completed at this site including clearing, grubbing and grading activities. The FOB/ECP area is proposed
to be utilized as a storage area for mobile containers employed throughout the multiple range areas
located around the G-10 impact area. The mobile containers approximately 10' W x 45' 1, will be stored
at the site and will be employed as needed to various firing locations within its urban warfare zone. It is
proposed that a 107,532 square foot, 2.47 acre gravel pad be constructed on which to store the mobile
containers. The gravel pad will be constructed utilizing an aggregate base course material.
The construction of the gravel pad will result in a concentrated area of impermeable surfaces. The total
proposed project built -upon area is 57.94%. It is proposed that an engineered stormwatcr system be
employed at this site in order to collect and treat stormwater runoff from the proposed impermeable
surfaces and the surrounding drainage basin. The project discharges to SA waters, a wet detention pond
will be utilized to treat the design runoff. The retention pond and level flow spreader will be utilized to
attenuate and infiltrate the 1-year, 24-hour storm event. Specifically, it is proposed that a retention pond
sized to contain in excess of the 1 '/z-inch runoff volume be constructed immediately adjacent to the pad
area. The pond will be constructed in accordance with the Best Management Practice Manual issued by
the North Carolina Department of Environment and Natural Resources. Discharge of the stormwater
runoff from the pond will occur at a controlled rate through an outlet structure to a vegetated swale, level
flow spreader and ultimately discharging to adjacent wetland areas.
The soils on the site consist of a fine to medium grain sand. Groundwater occurs on the site in the area
of the proposed pond at a depth of approximately 4'-6" below the surface.
There are no Section 404 Wetland areas or any streams located within the proposed limits of grading.
Adjacent wetland areas have been delineated and are mapped. These areas will be protected during
construction. No disturbance will occur in any wetland areas.
There are no NCDENR Non -Compliance Issues associated with the site. There are no known historic
sites associated with the project. Federal funds will be utilized to execute this project.
The receiving water body for this project is Freeman Creek to the southeast. The surface water
classification for this stream is as SA, IJQW. The stream index number for Freeman Creek is 19-41-5-1.
The overall proposed built -upon area for this project is 57.94%.

ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental • Facilities
September 11, 2008
Mr, Kevin Avolis, P.E.
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, North Carolina 28403
Re: Infiltration Evaluation
FOB/ECP Area
Camp Lejeune, Onslow County, North Carolina
ECS Project No.22.14386B
Dear Mr. Avolis,
ECS Carolinas, LLP (ECS) recently conducted an infiltration evaluation for the proposed
infiltration area at the above referenced site located off of Highway 172 on Camp Lejeune,
Onslow County, North Carolina. This letter, with attachments, is the report of our evaluation.
Field Testing
On September 9, 2008 ECS met with Mr. Kevin Avolis with Avolis Engineering on site in order
to provide the requested test location. ECS then conducted an exploration of the subsurface soil
conditions at one requested location shown on the attached Site Diagram. The purpose of this
exploration was to obtain subsurface information of the in place soils for the proposed
infiltration area. ECS explored the subsurface soil conditions by advancing one hand auger
boring into the existing ground surface at the requested boring location. ECS visually classified
the subsurface soils and obtained representative samples of each soil type encountered. ECS
also recorded the seasonal high water level (SHWL) observed at the time of the hand auger
boring. The attached Infiltration Evaluation Form provides a summary of the subsurface
conditions encountered at the hand auger boring location.
The SHWL was estimated. at the boring location below the existing grade elevation. Below is a
summary of the boring location. The surface elevation was provided by Avolis Engineering.
Location
SHWL
Surface Elevation
1
1 36 inches
1 19,
ECS has conducted an infiltration test utilizing a compact constant head permeameter near the
hand auger boring to estimate the infiltration rate for the subsurface soils. Infiltration tests are
typically conducted at two feet above the SHWL.
7211 Ogden Business Park • Suite 201 • Wihnington, NC 28411 • [phone] • Fax [phone] • www.ceslimited.com
Asheville, NC . Charlotte, NC • Greensboro, NC • Greenville, SC • Raleigh, NC • Swansboro, NC * • Wilmington, NC
* testing services only

Infiltration Evaluation
FOR CFArea
Camp Lejeune. Onslow County. North Carolina
ECS Project No. 22.14386B
September]], 2008
Field Test Results
Below is a summary of the infiltration test results:
Location
Description Depth
Inches/hour
1
Tan fine SAND 12 inches
15.0
Infiltration rates and SMATL may vary within the proposed site due to changes in elevation and
subsurface conditions.
If you have any questions regarding this report, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
K. Brooks Wall
Staff Geologist
Attachments: Figure 1- Test Location Plan
Infiltration Evaluation
alid M. 5obh, P. E.
Principal Engineer
NC License No. 22983

R 1
{
/
iz
,-
h
i40 HiWv 172 E
TEST LOCATION
FOB/ECP Area =
Marine Corps Base
Camp Lejeune, NC Figure 1-Test Location Plan
Provided by; Avolis Engineering, Inc.
ECS Project No. 22-14386-B LLP
September 9, 2008
KBW CAI RQUHAS

f"&
Infiltration Evaluation
FOB/ECP Area
Camp Lejeune, Onslow County, North Carolina
ECS Project No. 22.14386B
September 9, 2008
Location Depth Soil Description
1 0-10" Grey fine SAND
10"48" Tan fine SAND
Seasonal High Water Table was estimated to be at 36 inches below the existing
grade elevation.
Infiltration Rate: 15.0 inches per hour
Test was conducted at 12 inches below existing grade elevation

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NC DENR - DIVISON OF WATER QUALITY
.0312 WHITE OAK RIVER BASIN
2B .0300
Name of Stream Description Class
Toms Creek From source to Traps Bay SA;HQW
Intracoastal Waterway From northeastern boundary SA;ORW
of Cape Fear River Basin to
Daybeacon 917 including all
unnamed bays, guts, and
channels
Class
Date Index No.
06/01/56 19-38-2
01/01/90 19-39-(0.5)
Rogers Bay
Entire Bay
SA;HQW
06/01/56
19-39-1
Goose Bay
Entire Bay
SA;ORW
01/01/90
19-39-2
Alligator Bay
Entire Bay
SA;ORW
01/01/90
19-39-3
Mill Creek
From source to Alligator Bay
SA;HQW
06/01/56
19-39-3-1
Intracoastal Waterway
From Daybeacon #17 to New
SA;HQW
06/01/56
19-39-(3.5)
River including all unnamed
bays, guts, and channels
Chadwick Bay
Entire Bay
SA;HQW
06/01/56
19-39-4
Fullard Creek ;Salt Branch)
From source to Chadwick Bay
SA;HQW
06/01/56
19-39-4-1
Biglins Creek
From source to Fullard Creek
SA;HQW
06/01/56
19-39-4-1-1
Charles Creek
From source to Fullard Creek
SA;HQW
06/01/56
19-39-4-1-2
Bumps Creek
From source to Fullard Creek
SA;HQW
06/01/56
19-39-4-1-3
Hell Gate Creek
From source to Intracoastal
SA;HQW
06/01/56
19-39-5
Waterway
Wards Channel
From Intracoastal Waterway
SA;HQW
06/01/56
19-40
to New River
Intracoastal Waterway
From New River to northeast
SA;HQW
06/01/56
19-41-(0.5)
mouth of Goose Creek
Howard Bay
Entire Bay
SA;HQW
06/01/56
19-41-1
Mile Hammock Bay
Entire Bay
SA;HQW
06/01/56
19-41-2
Salliers Bay
Entire Bay
SA;HQW
06/01/56
19-41-3
Holover Creek
From source to Salliers Bay
SA;HQW
06/01/56
19-41-3-1
Gillets Creek
From source to Intracoastal
SA;HQW
06/01/36
19-41-4
Waterway
Freeman Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-5
Waterway
Browns Swamp
From source to Freeman Creek
SA;HQW
06/01/56
19-41-5-1
Clay Bank Branch
From source to Freeman Creek
SA;HQW
06/Ol/56
19-41-5-2
Mirey Branch
From source to Freeman Creek
SA;HQW
06/01/56
19-41-5-3
Banks Channel
From Browns Inlet to
SA;HQW
06/01/56
19-41-6
Intracoastal Waterway
Browns Inlet
From Atlantic Ocean to
SA;HQW
06/01/56
19-41-7
Intracoastal Waterway
Browns Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-8
Waterway
ShackleEoot Channel
From Bear Creek to
SA;HQW
06/01/56
19-41-9
Intracoastal Waterway
Bear Creek
From Shacklefoot Channel to
SA;HQW
06/01/56
19-41-10
Intracoastal Waterway
Bear Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-11
Waterway
4

rr, Cott- + t\e.r S �o r An
North Carolina Department of Environment and
��� Natural Resources
NCRRequest for Express Permit Review
� L,j y () �
For DENR Use ONLY
Reviewer: MLa
Submit C1
Time;
3�.
Confirm C1 - 2-
FILL-IN all the Information below and CHECK the Permii(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, silo plan (PDF rile) and vicinity map !same items expected In the application package
of the project location. Include this form In the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson,&cmail.nef
• Fayetteville or Ralelgh Region -David tee 919-791-4203; david.leeoncmall.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrlck.droganftncmall.net
• Washington Region -Lyn Hardison 252-946-9215 or lny hardison&cmall.net_
• Wllmington Region -Janet Russell 910-350-2004 or ianei»russeL*cmaii.nat
NOTE. Project application received after 12 noon will be stamped in the following work day.
(FOS/ECP Area Near Range G-5)
Project Name: CAMP LEJEUNE MUNITIONS TRAINING RANGE IMPROVEMENTS County: ONSLOW
Applicant: COMMANDING OFFICER, MCB CAMP LEJEUNE Company: COMMANDING OFFICER, MCB CAMP LEJEUNE
Address: BLDG 1005 MICHAEL ROAD City: MCB CAMP LEJEUNE, State: NC Zip: 28547
Phone:[phone] Fax:[phone] Email: CAR L.H.BAKER _.USMC.MlL E C E
Project is Drains into NEW RIVER waters Project Located in WHITE OAK River Basin ❑
Engineer/Consultant: KEVIN AVOLIS, PE Company: AVOLIS ENGINEERING, PA AUG 2 7
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561
Phone: [phone] Fax::[phone] Email: avoliseng4lomonline.net ,,,,, n
(Check all that apply)
❑ Scoping Meeting ONLY ® DWQ, ❑ DCM, ® DLR, ❑ OTHER: U
V E n
V
2QQ$
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density' ❑ Low Density -Curb & Gutter _ # Curb Outlet Sweles ElOff-site(SW (Provide permit #}]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems El High Density —Constructive Wetlands r # Treatment Systems
El High Density -Other „_, # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation 8 Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
Land Quality ' ®Erosion and Sedimentation Control Plan with 4.26 acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONSMUST BEADDRESSED BELOW
❑ Wetlands (401): Check all that MI
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No N/A
Permit Received from US ACOE ❑ Yes ❑ No N/A
Fee Split for multiple permits: (Check #
Isolated wetland on Property ® Yes [] No
Buffer Impacts: ® No ❑ YES: acre(s)
Minor Variance : ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ® No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ® No
For DENR use only
Total Fee Amount E
SUBMITTAL DATES
I Fee
SUBMITTAL DATES
Fee
CAMA
1 $
Varlance JLJ Mal; Min
$
SIN ❑ HD, ❑LD,❑Gen)
$
401:
$
LQS
1
$
Stream Deter,_
$
Go p', <a -\u clft4 v 1 OrN 9- t &- 08

North Carolina Department of Environment and
APA Natural Resources
Request for Express Permit Review
NCDENR
For DENR 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 si Ian PDF file andvicinity ma same items expected in the amplicationnacka e
of the project location. Include this form In the application package.
• Asheville Region -Alison Davidson 828-296-4898;allson.davidson&cmaii.net
• Fayetteville or Raleigh Region -David Lee 919-7914203; vt .lee
ncmail.net
• Mooresville d -Patrick Grogan 704-883-3772 or gatrlck.oroQanoficmail.net
• Washington Region -Lyn Hardison 252-948-9215 or lvn.hangson(mcmail.net
• Wilmington Region -Janet Russell 910-350-2004 or innet.russellAncmall.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: CAMP LEJEUNE MUNITIONS TRAINING RANGE IMPROVEMENTS County: ONSLOW (FOB/ECP Area near
Applicant: MCB, CAMP LEJEUNE Company: BRISTOL CONSTRUCTION SERVICES, LLC Range G-5 )
Address: P.O, BOX 207 City: SNEADS FERRY, State: NC Zip: 28460
Phone:[phone] Fax:[phone] Email: ddonatdson bristol.companies.com
Project is Drains into NEW RIVER waters Project Located in WHITE OAK River Basin � E C E j V E
Engineer/Consultant: KEVIN AVOLIS PE Company: AVOLIS ENGINEERING. PA D
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561 AUG 2 62008
Phone: [phone] Fax::[phone] Email: avoliseng(@.Iomonline.net
(Check all that apply)
® Scoping Meeting ONLY ® DWQ, ❑ DCM, ® DLR, ❑ OTHER:
PROD # DWq
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter T # Curb Outlet Swales ElOff-site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density-Bio-Retention _ # Treatment Systems El High Density —Constructive Wetlands ^ # Treatment Systems
El High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quallty ® Erosion and Sedimentation Control Plan with 4.26 acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply Isolated wetland on Property ❑ Yes ® No
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: acres)
Wetlands Delineation has been completed: ® Yes ❑ No Minor Variance : ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ® No Major General Variance ❑ No ❑ YES
404 Application in Process w/ US ACOE: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No Perennial, Blue line stream, etc on site ❑ yes ® No
For DENR use only
Fee S lit for multi le ermits: Check # I Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance Ma'; Min
$
SIN ❑ HD, ❑ LD [IGen
$
401:
$
LQS
$
Stream Deter, _
$

STORMWATER NARRATIVE
CONSTRUCTION CONTRACT NO. M67854.07-C-8016
CAMP LEJEUNE MUNITIONS TRALgNG RANGE IMPROVEMENTS
FOB/F,CP AREA NEAR RANGE G-5
MCB CAMP LFJEUNE, ONSLOW COUNTY, NORTH CAROLINA
Marine Corps Base, Camp Lej eune is presently in the process of upgrading many of its shooting range
areas at Marine Corps Base, Camp Lejeune, Onsiow County, North Carolina. One area marked for
improvement is the Forward Operating Base/Entry Control Point (FOB/ECP) site near the G-5 range
area. The project site covers a total area of approximately 4.26 acres and is located just south of
Highway 172 near Range 0-5 as presented on the project plans. Previously permitted work has been
completed at this site including clearing, grubbing and grading activities. The FOB/ECP area is proposed
to be utilized as a storage area for mobile containers employed throughout the multiple range areas
located around the G-10 impact area. The mobile containers approximately 10' W x 45' L will be stored
at the site and will be employed as needed to various firing locations within its urban warfare zone. It is
proposed that a 107,532 square foot, 2.47 acre gravel pad be constructed on which to store the mobile
containers. The gravel pad will be constructed utilizing an aggregate base course material.
The construction of the gravel pad will result in a concentrated area of impermeable surfaces. The total
proposed project built -upon area is 57,94%. It is proposed that an engineered stormwater system be
employed at this site in order to collect and treat stormwater runoff from the proposed impermeable
surfaces and the surrounding drainage basin. The project discharges to SA waters, a wet detention pond
will be utilized to treat the design runoff. The retention pond and adjacent natural wetland area will be
utilized to attenuate and infiltrate the 1-year, 24-hour storm event. Specifically, it is proposed that a
retention pond sized to contain in excess of the I %-inch runoff volume be constructed immediately
adjacent to the pad area. The pond will be constructed in accordance with the Best Management Practice
Manual issued by the North Carolina Department of Environment and Natural Resources. Discharge of
the stormwater runoff from the pond will occur at a controlled rate through an outlet structure to a
vegetated swab, level flow spreader and ultimately discharging to adjacent wetland areas.
The soils on the site consist of a fine to medium grain sand. Groundwater occurs on the site in the area
of the proposed pond at a depth of approximately 4'-6" below the surface.
There are no Section 404 Wetland areas or any streams located within the proposed limits of grading.
Adjacent wetland areas have been delineated and are mapped. These areas will be protected during
construction. No disturbance will occur in tiny wetland areas.
There are no NCDENR Non -Compliance Issues associated with the site. There are no known historic
sites associated with the project. Federal funds will be utilized to execute this project.
The receiving water body for this project is Freeman Creek to the southeast. The surface water
classification for this stream is as SA, HQW., The stream index number for Freeman Creek is 19-41-5-1./
The overall proposed built -upon area for this project is 57.949/6.
D
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about:blank
The 1-xpress Review Program is in receipt of the Express Request for the above -referenced project.
Please clarify that you are requesting a scoping meeting with stormwater staff and erosion control staff.
Scoping is a question/answer session as opposed to a submittal meeting for the application package
drop-off.
Also, please review your applicant information on the Express Request. Most of the Camp Lejeune
projects come in with Carl Baker of the construction office on Michael Road serving as the applicant.
Please verify that you are designing the project in keeping with the stormwater Phase 1I requirements as
outlined in the Session Law. Provide a vicinity map that can be used to find the site in the field.
Thank you,
Janet Russell
Express Coordinator
l of 1 8/26/2008 3:55 PM

a
, '-mil — � R•!..._:~ _^., � - f�.
• �'f4.
---
FOB/ECP
_ - .- .::y--• .IT ; - :Iwo'_......s:�.�v%•y_L"'�..4.-�.. ...-. y _... -�
......h-:6a�r'-
V.
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AUG 2 7 2008
0 1 2 3 4 5
$
Miles
Legend
fiStOl
I!WRONKMTAL 6 EMINEERING
` m zoi""" ftymm
ROWES CINPORATION
00 Nmm nmwbm om=
Project Area
N Q Camp LeJeune Boundary FIGURE
Location Map
�L
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6tlfCJ11E
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A 'r iA*
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
,lames D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
5/20/2008
LETTER OF APPROVAL WITH MODIFICATIONS AND
PERFORMANCE RESERVATIONS
USMC
Mr. Carl Baker, Director, Design Br., Public Works Div
1005 Michael Rd.
Camp Lejeune, NC 28542
.RE: Project Name: Camp Lejeune Munitions Training Range Improvements
Project TD: Onslo-2007-207
County/Town/Street: Onslow, Camp Lejeune, Lyman Rd. D E C E I V E
River Basin: White Oak
Submitted By: Bristol Construction Services, Inc. AUG 2 7 2008
Date Received by LQS: November 30, 2006
Plan Type: 2'd Modification DWQ
P ROJ #
Dear Mr. Baker:
This office has reviewed the subject erosion and sedimentation control plan and hereby
issues this Letter of Approval with Modifications and Performance Reservations. A list of the
modifications and reservations is attached. This plan approval shall expire three (3) years
following the date of approval, if no land -disturbing activity has been undertaken, as is required
by Title 15A NCAC 4B .0129. Should the plan not perform adequately, a revised plan will be
required (G.S. 113A-54.1)(b).
Please be advised that Title 15A NCAC 4B4O118(a) requires that a copy of the approved
erosion control plan be on file at the job site. Also, you should- consider this letter to give the
Notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance
with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statute 113A-51 thru 66), this office may require revisions to the plan and
implementation of the revisions to insure compliance with the Act.
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]
owV,43

. of Approval with Modifications and Performance Reservations
Carl Baker
June 5, 2008
Page 2 of 4
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land -disturbing activity. This approval does not supersede any
other permit or approval.
Please be aware that your,project will be covered by the enclosed NPDES General
Stormwater Permit NCGO1000 (Construction Activities). You should first become familiar with
all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project. Please
notify us if you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Carol N. Miller
Assistant Regional Engineer
Land Quality Section E C E I V E
AUG 2 7 2008
Enclosures: Certificate of Approval
Modifications and Performance Reservations DWO
NPDES Permit PROJ #
cc: Ms. Michelle Turner, Environmental Specialist, Bristol Construction Services, Inc.
LQS-WiRO

Re: Munitions Training Range Improvements
Subject: Re: Munitions Training Range Improvements
From: "Avolis Engineering, P.A." <[e-mail]>
Date: Wed, 27 Aug 2008 10:07:28 -0400
To: "Janet Russell" <Janet.Russel [e-mail]>
Janet,
We would like to schedule a submittal meeting as opposed to a scoping
meeting.
I have changes the Express Request form accordingly.
A vicinity map is attached.
MCB Camp Lejeune has been changed to the applicant.
The project is designed to comply with Phase II requirements.
It does appear to me that the Land Quality did approve Modification 42 to
plan Onslo-2007-207, on May 20, 2008 (copy attached). The description of
this modification did cover the project area (3.3 acres anyway); however, there
were no engineered drawings done for the stormwater system. I have no
records that a stormwater number was assigned to the project by DWQ.
Kevin
----- Original Message ----- From: "Janet Russell" <[e-mail]>
To: "Avolis Engineering, P.A." <[e-mail]>
Sent: Tuesday, August 26, 2008 4:39 PM
Subject: Munitions Training Range Improvements
Sorry for the multiple emails.
After reading your stormwater narrative more carefully -- it's possible
that Water Quality has already issued a stormwater permit number to this
project. Please forward us a copy of the sedimentation erosion control
letter of approval. The action proposed may be considered a modification.
Thanks,
Janet
Content -Type: application/pdf
FOB ECP_ExpressPermitReview.pdf;
a Content -Encoding: base64
� E C E 1 V E
UD
AUG 2 7 2008
PROD #
two
loft
8/27/2009 1 1:25 AM

RE: Shipping Container Storage (Munitions Training Range Improve...
Subject: RE: Shipping Container Storage (Munitions Training Range Improvements)
From: "Towler CIV David W" <[e-mail]>
Date: Fri, 29 Aug 2008 10:52:40 -0400
To: "Janet Russell" <Janet.Russel [e-mail]>, "Avolis Engineering, P.A."
<[e-mail]>
I am open the first 2 weeks of September so any date/time is good for me as
of now...
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Friday,.August 29, 2008 10:50
To: Avolis Engineering, P.A.; Towler CIV David W
Subject: Shipping Container Storage (Munitions Training Range Improvements)
Please give me some dates / times that you're available to meet for the
project submittal. Please start after Sept 3 and and include the following
week.
Thanks,
Janet Russell
Express Coordinator
or 1 8/29/2008 1 1:1 1 AM

Camp Lejeune Munitions Training Range Improvements - FOB/FICP Area
Subject: Camp Lejeune Munitions Training Range Improvements - FOB/F,CP Area
From: "Avolis Engineering, P.A." <[e-mail]>
Date: Fri, 12 Sep 2008 1 1:30:11 -0400
To: "Janet Russell" <[e-mail]>
CC: "Towler GS03 David W" <[e-mail]>
Janet,
We have incorporated initial review comments into the referenced project and have the required soils work
completed and are ready to make a final submission of the Express Permit package for Stormwater and
Erosion and Sedimentation Control.
Please advise me of a date which I can come down and submit this information. If it can be coordinate
with the three fueling projects scoping meeting it would be greatly appreciated. If not another date will be
okay.
Kevin Avolis
1 of] 9/12/2008 1:31 I'M

about:blank
September 17, 2008
3 Projects - Fuel Facilities @ Camp Lejeune
1 Project - FOB / ECP Training Range Improvements
Kevin / David:
The 3 fuel facilities projects have been scheduled for stormwater "scoping" with Christine Nelson on
September 26, 2008 at 10:00 AM.
The FOB / ECP near G5 Training Range has been scheduled for stormwater submittal with Malcolm
13oney at 11:00 on September 26, 2008. We are somewhat flexible with the times, realizing that
Christine may not be done by 11:00. Do you already have the erosion control application worked out
with Carol, or should I schedule Carol to meet with you on the 26th as well for this project?
Please let me know if this schedule works for you both.
"thanks,
Janet Russell
Express Coordinator
of 1 9/17/2008 6:07 PM