SW8060137_HISTORICAL FILE_20060303

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o 6o t 3 7
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

o�oF w A rF,�pG
1a �
March 3, 2006
Commander Lawrence J. Readal, Officer in Charge
United States Marine Corps Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Michael F. Easley, Governor
William G. Ross Jr., Sccrctary
North Carolina Department of Environment and Natural Resources
Subject: Stormwater Permit No. SW8 060137
FSRG Operations & Maintenance Facilities;
P-1149 -1 BN19 Vehicle Maintenance
High Density Project
Onslow County
Dear Commander Readal:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for FSRG O&M Facilities, P-1149, 1 BN19 Vehicle Maintenance on February 23,
2006. 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. SW8 060137 dated March 3, 2006, for the construction of the
subject project.
This permit shall be effective from the date of issuance until March 3, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone].
Since —el
" f t1
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:1WQSISTORMWATERIPERMIT1060137.mar06
cc: Fred Watkins, P.E., Engineering Resources Group, LLC
Myra W. Jones, P.E., Haskell Architects & Engineers
Mike Morris, Onslow County Building Inspections
Paul T. Bartlett, P.E.
Wilmington Regional�Off ci e One
Central Files NotthCarolina
�1 atlrrally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: Fax [phone]
An Equal Opportunity/Affirmalive Action Employer - 50% Recycied110%a Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060137
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commander Laurence J. Readal and U.S Marine Corps Camp Lejeune
FSRG Operations & Maintenance Facilities
P-1149 - 1 BN/9 Vehicle Maintenance
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules")
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 3, 2016, and shall
be subject to the following specified conditions and limitations:
1. 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 57,717 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
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 buiit-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060137
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9.cres:
2.46
Onsite, ft :
107,332
Offsite, ft2:
None
b.
Total Impervious Surfazces, ft2:
57,717
OS Buildings, t :
9,916
OS Parking, ft :
47,801
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
4.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
9.75
g.
Permanent Pool Surface Area, ft2:
5,137
h.
Permitted Storage Volume, ft3:
5,726
i,
Temporary Storage Elevation, FMSL:
10.75
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3
I. Receiving Stream/River Basin
m, Stream Index Number:
n.. Classification of Water Body
II. SCHEDULE OF COMPLIANCE
1.25"0 pipe
1,598
New River 1 White Oak
19-(15.5)
"SC; NSW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060137
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at ail times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those fisted
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060137
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as'may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. 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.
3. 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.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 3rd day of March 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060137
FSRG O&M Facilities; P-1149 - 1 BN19 Vehicle Maintenance
Stormwater Permit No. SW8 060137 Page 1 of 2
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060137
Page 2 of 2
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
Mike Morris, Onslow County Building Inspections
Page 7 of 7

State Stormwater Management Systems
Permit No. SW8 060137
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commander Laurence J. Readal and U. S Marine Corps Camp Lejeune
FSRG Operations & Maintenance Facilities
P-1149 - 1BN19 Vehicle Maintenance
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules")
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 3, 2016, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section L6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 57,717 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060137
6. The following design criteria have been provided in the wet detention pond and
must
be maintained at design condition:
a.
Drainage Area, acres:
2.46
Onsite, ft :
107,332
Offsite, ft2:
None
b.
Total Impervious Surfaces, ft2:
57,717
OS Buildings, t :
9,916
OS Parking, ft :
47,801
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
4,0
e.
TSS removal efficiency-
90%
f.
Permanent Pool Elevation, FMSL:
9.75
g.
Permanent Pool Surface Area, ft2:
5,137
h.
Permitted Storage Volume, ft3:
5,726
i.
Temporary Storage Elevation, FMSL:
10.75
j.
Controlling Orifice:
1.25°0 pipe
k.
Permitted Forebay Volume, ft 3:
1,598
I.
Receiving Stream/River Basin:
New River/ White Oak
M.
Stream Index Number:
19-(15.5)
n.
Classification of Water Body:
"SC; NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately,
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060137
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No, SW8 060137
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of .revised plans and certification in writing to the Director
that the changes have been made.
111. 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 formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. 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.
3. 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.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. - The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 3rd day of March 2006.
NORTH C_AR'OL.INA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P-7E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060137
FSRG 0&M Facilities; P-1149 - 1 BN/9 Vehicle Maintenance
Stormwater Permit No. SW8 060137 Page 1 of 2
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification.
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Management Systems
Permit No. SW8 060137
Page 2 of 2
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.
1 1.' 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
Mike Morris, Onslow County Building Inspections
Page 7 of 7

* * * COMMUNICATION RESULT REPORT ( MAR. 3.2006 3:13PM )
P. 1
FTLF MODE OPTION
^230--MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS'(GROUP)
919044757e87
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: 0& No. Of PS W (exclu ing cover) 17
To: From: . av--�
CO: CO: NC DENR
FAX #: 9c4,t 75"+7 S% FAX#; 910-350-2004
'0.0.1
127 Cardinal Drive F=ensipn, Wilmington, N.C. 28405-3845 Telephone (010) 7W7ZI5 I?ax [phone]
An EgNnl Opportunity AtllrmntNe Action Employer
WIRO
PAGE
P.Ts/e
r4r

Englneering Resources Group, I LC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Phi [phone] Fs [phone]
FEB9,s10
Transmittal,
To: Paul Bartlett From: Holly Cook
Tel: Date: February 22, 2006
Firm: NCDENR Pages: 1
Re: FSRG P-1149 VMF Proj No: 1200410.4A
0 For Review ❑ Please Comment ❑ Please Reply ❑ For Information
We are providing the following information for review:
Item Date Copies Description
r
1 2122I06 2 Revised Detail Sheet
The proposed orifice diameter has been revised from 1.75" to 1.25" on Detail 4.

Re: FSRG O&M P-1149 VMF
Subject: Re: FSRG O&M P-1149 VMF
From: Paul Bartlett <[e-mail]>
Date: Thu, 23 Feb 2006 09:29:38 -0500
To: Holly Cook <[e-mail]>
CC: Fred Watkins < fwatkins@ergro up. net>
Holly/Fred,
Thank you, will review info and revised detail she eek�e�
�w
Paul rCn— W
Holly Cook wrote: �
Mr. Bartlett, n�
2� 2
Per our conversation, the following are our responses to your review letter dated
February 21, 2006 for the above referenced project:
1. Column 3 (0.12 ac of BMP) has been removed from Page 2 of 4 of the Stormwater
Application Form and is attached for your review.
"BMP 0.12 Acres" h s e ed from the Impervious Areas Within Develo
Areabie—an�the Past-Dev�elo��ment Drainage Area a Mom. DA1 Impervious area
ac + DA2 Impervious area-"_ 0.30 ac = T`of:al Impervious Area within DA .62 ac
r�
2. Pond Pak does not allow for multiple columns of area input. Pond Pak'Proposed
BMP 100 volume is the entire volume forebay + main bay). /
Per Rob's comments, we have found an error in the orifice sizing calculations. We
have reduced the orifice size from 1.75" to 1.25". The revised calculation sheet
and Page 1 of 4 of the Wet Pond Supplement specifying the orifice size are
attached for review. Detail 4: Pond Outfall Structure has been revised and the
Detail Sheet w' mailed day.
Please slip -sheet the four (4) attached sheets into the Design Report.
Please let me know if you need additional information or have any questions.
Thank you for your time.
Sincerely,
Holly Cook
Engineering Resources Group �.y��-.y
5265 Providence Road, Suite 202 ZOOS
Virginia Beach, VA 23464 BY
0(so
Ph: [phone]
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1 of 1 2/23/2006 9:30 AM

P. I
FILE MODE
p 990 MEMORY TX
COMMUNICATION RESULT REPORT ( FEB,21.2006 4*44PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------
917579617244 OK P. 5/151
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-47 NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr,, Secretary
Date: 2/21106 No. of Pages: 5 (Incl. Cover)
To: Fred Watkins From: Paul Bartlett
Company: ERG Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone M. 910-796-7301
DWQ Stormwater Project Number: SW8 060137
Project Name: FSRG O&M, P„1149; 1 BNI9 VMF
MESSAGE:
Fred,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Readal, and a copy will be mailed to you,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 2/21/06 No. of Pages: 5 (Incl. Cover)
To: Fred Watkins From: Paul Bartlett
Company: ERG Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060137
Project Name: FSRG O&M, P-1149; 1 BN19 VMF
MESSAGE:
Fred,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Readal, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060137-2.feb06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�oF W ATERQ Michael F. Easley, Governor
" G William G. Ross, Jr., Secretary
01
r North Caroiina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 21, 2006
Commander Laurence J. Readal
Officer in Charge
U.S. Marine Corps, Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 060137
FSRG O&M Facilities, P-1149; 1 13N19 Vehicle Maintenance
Onslow County
Dear Commander Readal
The Wilmington Regional Office received a Stormwater Management Permit Application for
FSRG O&M Facilities, P-1149; 1BN/9 Vehicle Maintenance on January 30, 2006, and a
revised application on February 14, 2006. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
' C . Please clarify the impervious area total in the bottom table of Section 111.6 of the application and
ted in the TMP Sizing calculations. Please refer to the attached, marked copy of the revised
y pplication and calculations (received 2/14/06).
Please clarify the permanent.pool and forebay volumes by providing separate columns in the
stage storage table for forebay and mainbay areas and forebay and mainbay volumes. Refer to
OG the atta hed, marked opy of the revised, stage storage table (received 2/14/06).
�° A
Plea e note that this reques for ditional information is in response to a preliminary review.
The requested information should be received by this Office prior to March 1, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you h ve any questions concernin his matter please feel free to call me at [phone].
Sinrely,
C�
aul T. Bartlett, P.E. '
Environmental Engineer
ENB/ptb: S:1WQSISTORMWATERIADDINF0120061060137-2.feb06
cc: Fred Watkins, P.E., ERG
Paul Bartlett
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer ServiW-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o,enr.stale.nc.us onC
NorthCarol/ina
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper Alauti-all y

r
7�1 c3G bYj - 1_cc lJ7/'.
2-
S, 6137
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NIA and its issue date (if known) _
3. Specify the type of project (check one):
_Low Density X 1-ligh Density ______Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major __Sedimentat ion /Erosion Control _404/401 Permit X NPDFS Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748,
III. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater managetneht for the project.
The storm water generally flows across the site from north to south. it will be intercepted by a series of inlets,
and a swale along the south side of the site, and transferred to a BMP at the southwest corner of the site.
After processing through the swale and the BMP it will outfall into an existing swale/ditch along Julian C. Smith Dr,
White Oak
Z. Stormwater runoff from this project drains to the _ River basin.
3. 'Dotal Project Area: 4.09 acres 4. Project Built Upon Area: 40 �9'0
5. How many drainage areas does the project have? 2
6. 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,
-ro BM P P.zm P P'/PA55
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Now River
NSW 21 VET
Receiving Stream Class
SC
C.a C .
Drainage Area
2.46 acres = 107,332 sf
L, pC x 704{o $-
Existing Impervious' Area
0.11 acres = 4,750 sf
D. 31 a e x J 3, 545.5;
Proposed Impervious`Area
1.33 acres = 57,717 sf to BMP
C). 30 Q C 2-4- S-iG
% Impervious* Area (total)
54°%
Impervi rface Area
Drainage Area I
Drainage Area 2
(ya
n Slt ngs
0.23 acres = 9,916 sf
On -site Streets
-
--
n-site Parking
1.10 acres = 47.801 sf
p, O PC = 13 D 24 5
-site Sidewalks
-
Other on -site
Off -site
Total: .3 acres = 57,717 sf
Total: p, 3Cj qC a J�j� (j2
AO 7 s
lmpeivious area is defined as the built on area including, but not limited to, buildings, roads, parking areas -.
sidewalk gravel areas, etc. (, 7k yt.. bji - D A i[,jY �r :
Form SWU-101 Version 3.99 Pa e 2 of 4 sf%] i��-

T,ype.... Vol: Elev-Area 11�V fl ` / Page 1.01
Name.... PROPOSED $MP 100 Arai*e �U 1iyyL/f
fir! r 'IKw�, 1 r �
/1`iI iL� � Ir
File.... C:\Docume s a d .qe ingS\'hcook\1)esktop\P OPOS 1�P.PPW� 1i1
etLI '
Ai
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Elevation Planimete rea ? Al+A2+sgr(A1°A q oll f Volume Sum
YYY
(ft) (sq.in) (sq.ft) (sq.ft) ((cu.ft) (uu.ft)
---------------------------------_---------------------------------------
5.75 _---- 186 0 0 0
7.75 - --- 1674 2.418 1612 1612
9.75 ----- 5137 9743 6496 8108 {)
10.75 -_-- 6336 17178 5726 13834 V� 11.75 ----- 7441 20643 6881 20715
12.75 ----- 8603 24045 8015 28730
13.75 ----- 9621 27616 9205 37935 Ile y
POND VOLUMB EQUATIONS 1
* Incremental volume computed by the Conic Method for. Reservoir Volumes.
Volume = (1/3) * (EL2-ELI) (Areal + Area2 + sq.rt.(Ar.ea1*Area2))
where: ELI, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for ELI, EL2, respectively
Volume = Incremental volume between ELI and EL2.
SIN: 821F019070C2 Engineering Resources Group
PondPack Ver. 9.0046 Time: 9:02 AM Date: 2/8/2006

liag,amnlig Resources Group, IYC
5265 Providence Road, SWt. 2U2
vi,gm. V—h, VA 23464
Project Name: Community 8, Maintenance Facility
Project Number: 1200410.4A
Date: 8-Feb-06
BMP Sizing Calculations
1 Surface Area Required For Water Quality:
� K �
A Site Information
Total Area to BMP = 2.46 Acre
Impervious Area To BMP(s), IA = 1.33 Acres
Percent (%) Impervious Area = 0.54 or 54 %
Pond Depth = 4.00 ft
B Required BMP Surface Area at Normal Water Level (NWL)
From NCDENR Stormwatef BMP Table 2.3 - Coastal COUntles,
SAIDA Ratio = 4.70
Required Surface Area = 0.12 acres = 5,034 sf
2 Volume Required Above NWL For Water Quantity
A Runoff Coefficient
Rv = 0.05 + (0.009'1)
0.53 in/in
B Required BMP Volume
Design Rainfall = 1.00 Inch Per Impervious Acre
- 1.00 in 1 ft 2.46 ac 43,560 sf
12 in 1 ac
= 4,775 cf
3 Proposed BMP
A Water Quality
Provided Surface Area = 5,137 sf
@ Elevation = 9,75
B Water Quantity - 1" Rainfall
Provided Storage Volume = 5,726 cf
@ Elevation = 10.75
C Water Quantity - 6" Rainfall
Provided Storage Volume = 29,827 cf
@ Elevation = 13.75
4 Forebay
Rv
> Required Surface Area = 5,034 sf '
> Required Storage Vol = 4,775 cf
> Required Storage Vol = 28,651 cf
A Total Forebay Vol Provided @ NWL = 1,598 cf
B Total BMP Volume Provided @ NWL= 8,108 cf
C Forebay Volume Percentage of Total Vol = 20 %
Page 1 of 1

:i
Mr. Cameron Weaver �3 '
NCDENR
B7gmeerrrlgResources Group, ` C
5265 Providence Road, Suoite`202 '
Virginia Beach, VA 23454
Ph [phone] Fa: [phone]
N'TFebruary 13, 2006
4 1G1
Express Permitting Coordiiia or�
127 Cardinal Dr.
J
Wilmington, NC, 28405 7BY5'
EI %�+
Re: Express Permit Application for: 1 4 2006
FSRG Operations & Maintenance Facilities P 0Gd
P-1149 1 BN/9 Vehicle Maintenance & 1 BN/9 Armory 1
ERG Proj. No. 1200410.4A & 1200410AB
Dear Mr. Weaver:
Per the request for additional information and our several telephone conversations resulting from a
preliminary review of the referenced projects by Mr. Paul Bartlett and Mr. Robert Gordon, we are
submitting revised sheets for slip sheeting into the Plans. Kindly remove and replace Sheets C-110C,
C-120C, C-130C, C-140C and C-530C from the two sets of Vehicle Maintenance Plans and Sheets C-
1101), C-1201), C-130D, C-140D and C-530D from the two sets of Armory Plans. Kindly discard the
previous Applications and Design packages for the two sites as we are resubmitting the two sets of the
Permit Applications for both sites. Slip sheeting these would have been too confusing.
We have addressed and coordinated your review comments in this submittal and all applications have
been signed by the proper parties. The Application Fees were previously submitted. Should you need
additional information please contact this office.
jsinc ly,
reWatkins, Jr., P.
Vice President
[e-mail]

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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 2/7/06
To: Fred Watkins
Company: ERG
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Intl. Cover)
From: Paul Bartlett
Water Quality Section - Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW$ 060137
Project Name: FSRG O&M, P-1149; 1 BN19 VMF
MESSAGE:
Fred,
�/�lSlc6177�—
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Readal, and a copy will be mailed to you.
4 f
ENBlptb: S:1WQSlSTORMWATERIADDINF0120051060137.feb06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

{ �OF W ATF9Q :� ..�L Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Cl) W
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 7, 2006
Commander Laurence J. Readal
Officer in Charge
U.S. Marine Corps, Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 060137
FSRG' O&M Facilities, P-1149; 1 BN19 Vehicle Maintenance
Onslow County
Dear Commander Readal :
The Wilmington Regional Office received a Stormwater Management Permit Application for
FSRG O&M Facilities, P-1149; 1 BN/9 Vehicle Maintenance on January 30, 2006. A
preliminary review of that information has determined that the application is not complete. The
following Jnformation is needed to continue the stormwater review:
1. %Please provide a signed original of page 4 of the application with initials in
Section VIA and your signature and date in Section VIII.
qt� Please clarify Drainage Area #1 to the pond in the table of Section 111.6 of the
application. The application lists 24?Yr6cres and the calculations use acres.
3 Please clarify the impervious area total in the bottom table of Section -111 6 of the
application Tl}, - s n u a Eons G�
Jee
Please specify inlet protection on the bank of the forebay.
5. Please clarify the pond outlet orifice diameter. Dra(tapplicatfion.
C 5-30C nd the
C calculations list 1.75" diameter and the supplemen2" diarrie er. -- r� e,
ilk
°
Please report areas in square feet on
l
lea arify the permanent pool and forebay volumes. The calculations list
cu ft at 9.75 for a PP volume, and the supplement lists 14,058 cu ft (vol
0.75 Der c ftu a fops . e reauired av vo ume needs to De 207, of T e
f=ebay plus main basin volu es at the 9,75' PP elevation, or 2757 cu ft (24.9%) -
per tMe_ca cu a ions. w
{ �
8. ease correct Section III, Item #4, page 4If the supplement to "Vt1' e
the permanent pool depth reads 3.0' in the main pond..." and ..."When the
permanent pool depth reads 3.0' in the forebay..."; and please correct the
sediment removal elevation to 6.75' in the sketch for both the forebay and
mainbay.
North Carolina Division of Water Quality 127 Cardinal Drive Exlensbn Phone [phone] Customer Service1-877$23-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] internel: h2o.enr.stale.nc.us tone
h 0�rri}1C1r0II1 �] 8
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper A`atumlly

-• Commander Laurence J. Readal
February 7, 2006
Stormwater Aoglication No. SW8 060137
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to February
15, 2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence, Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sinc rely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFQ120051060137.feb06
cc: Fred Watkins, P.E., ERG
Paul Bartlett

P. 1
r.
COMMUNICATION RESULT REPORT ( FEB. 7.2006 6:52PM 7
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------------------------------------------------
657 MEMORY TX 917579617244 OK , P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 2/7/06 No. of Pages: 3 (Incl. Cover)
To: Fred Watkins From: Paul Bartlett
Company: ERG Water Quality Section - Stormwater
FAX #: [phone] FAX #: 910,350-2004
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060137
Project Name: FSRG O&M, P-1149; 1BN/9 VMF
MESSAGE:
Fred,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Commander Read`al, and a copy will be mailed to you.

Enmeeme Resources Group, I L C
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Ph: [phone] Fa: [phone]
Transmittal
To: Cameron Weaver From: Fred Watkins
Tea: 910-796-7307 Date: February 2, 2006
Firm: NCDENR Express Permitting Pages: 5
Re: Camp Lejeune P1149, Armory & Veh. Maint. Proi No: 1200410.4A & 1200410AB
❑ For Review ❑ Please Comment ❑ Please Reply © For Information
In accordance with my phone conversation with Mr. Paul Bartlett and voice mail left you this
morning, we are transmitting overnight the stamped and signed cover sheets for the drainage
report and computations for the referenced. Again, my apology for missing the stamp. Thanks for
your assistance.
Fred Watkins

�m
Fx9meerirlgResorr es Group, ILC
5265 Providence Road, Suite 202
Virginia Beach, VA 234"
Ph [phone] Fz [phone]
January 27, 2006
Mr. Cameron Weaver
NCDENR
Express Permitting Coordinator
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Express Permit Application for:
FSRG Operations & Maintenance Facilities
P-1149 113NI9 Vehicle Maintenance
ERG Proj. No. 1200410.A
Dear Mr. Weaver:
We are submitting for your review and approval an original and one (1) copy of a Storm Water
Management Permit Application for the referenced with 2 sets of Plans and attachments. Also included
is a check for $4000.00 (#0054301) for the processing fee.
Please mote that the Stormwater Management Permit Application Form has not been signed. A signed
signature sheet for this form has been requested from the facility and will be forwarded to you upon
receipt.
We have addressed and coordinated your review comments in this submittal. Should you need
additional information please contact this office.
Sincerel ,
G
Fred Watkins, Jr., P.E.
Vice President
[e-mail]
JAN 3 0 2006

EnoeeringXesources Group, LLC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Ph. [phone] Fa: [phone]
January 27, 2006
Mr. Cameron Weaver
NCDENR
Express Permitting Coordinator
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Express Permit Application for:
FSRG Operations & Maintenance Facilities
P-1149 1 BN/9 Vehicle Maintenance
ERG Proj. No. 1200410.A
Dear Mr. Weaver:
We are submitting for your review and approval an original and one (1) copy of a Storm Water
Management Permit Application for the referenced with 2 sets of Plans and attachments. Also included
is a check for $4000.00 (40054301) for the processing fee.
Please note that the Stormwater Management Permit Application Form has not been signed. A signed
signature sheet for this form has been requested from the facility and will be forwarded to you upon
receipt. .
We have addressed and coordinated your review comments in this submittal. Should you need
additional information please contact this office.
Sincere! ,
Fred Watkins, Jr., P.E.
Vice President
[e-mail]
J A N 3 0 2006
sY`�� *°

VENDOR NUMBER.49109
INVOICE
DATE
AMOUNT
DISCOUNT
NET
DESCRIPTION
SDV111605
11/16/05
4,000.DU
4,000.00
6804921 WB
R ` CR
VED
JAN
ZD
BY-.
D
HASKELL
America's Design-Bu[id Leader'
CHECK TOTAL AMOUNT 4.000.00
DATE 'CHECK NO. AMOUNT
11/17/05 00054301 $xxxrr4,000.00
70-1558
i `J
PAY FOUR THOUSAND AND 001100+rrrrr+rrxxrrrrrxrr+rrr+rx+r+..+rrxr++x+xr+rrxxrxxrrxrrxx+xar
TO THE ORDER OF
North Carolina Dept. of Environmental
and Natural Resources u��L---
Harris N.A.
Roselle, Illinois Amount > $25000.00 requires 2 signatures
v"A b(-0C)13VToO

INFILTRATION SITE VISIT REQUEST
Name of the Project: FSRG Operations & Maintenance Facilities — P-1149 — 1 BN/9 VMF
Location (attach a clear vicinity map): Camp Lejuene, NC
Street address, SR number, community, etc.
Directions from the nearest major intersection: See attached map
Owner/Applicant Name: Marine Corps, Camp Leiuene, c/o Lt. Commander John Anderson
Consultant Name: Haskell Architects & Engineers, c/o Myra W. Jones, P.E.
Consultant Contact Information: P : 904/791-4666 : F : 9041475-7887
myra_jones(d)thehaskellco.com
Phone, fax, email, etc.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin/trench= 15.0 18.5
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation : ` f� 1-
Summary/Comments:
Il
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. if these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 21-1.1000, and assumes no liability should the system fail.

0505
:onduit ri
under tl
hty) and 1
I.
dified under;
e proposed
constructi,00
ng structura
and subm
ch structuraj
e structural
posed to
,penings and
load -bearing
door jamb
,ings without
-upants.
a, F;
r:y
of providing
and adding
for analyzing
J making.all
the existing
;ure ��alls..'Jf
the exterior
that was b-61
•ed to submit.
xndations fa
necessary to
ng shall •be
)sed shelter'
RG Operations and Maintenance Facilities, MCB Camp Lejeune, NC 05055023
SITE ANALYSIS
1 Existing Site Conditions
ite locations are indicated on the RFP drawings. Existing site locations are indicated on
ie RFP drawings and reference drawings included with this solicitation. The photographs
n the following pages are intended to covey a general- understanding of the existing sites'
haracter, features and conditions. A general characterization of each site is as follows:
The existing 2"d LAR Complex is located in and around Building 575, as indicated on
the RFP drawings, off McHugh Boulevard near 'O' Street. A portion of renovation/
alteration work lies inside and immediately adjacent to Building 575. An existing
truck loading dock with ramp and apron shall be filled under this contract and paved
to sustain Company storage access inside Building 575.
The new 2"d LAR Armory, 'Echo' Company's tactical vehicle parking area, and a POV
parking area shall be located on a partially wooded site immediately to the northwest
of Building 575. This site is relatively fiat and bordered to the south by a deep ditch.
A small weapons cleaning shelter and slab (S733), two paved athletic courts, concrete
pole -mounted lights, fences, and a short cellphone tower are located on the existing
site, and shall be demolished under this contract. Drainage shall be accomplished by
collecting all surface water and piping via catch basins, curb inlets and underground
piping to a new BMP, or stormwater retention pond, to be located at the southwest
corner of the site, with outfall to the existing ditch. Existing utilities for this site are
indicated partially upon the RFP drawings and the reference drawings for existing
Building 575 included under Part Six of this RFP. There are no known wetland areas
delineated at the edge of the ditch immediately adjacent to the site.
Project P-1 149, \1 ° BN/9 Arm
Maintenance Facility:
Vehicle/Electronic Communications
The I" BN/9 Vehicle/Electronic Communications Maintenance Facility shall be
constructed on a relatively clear site located next to existing Building HP237 in the
Hadnot Point area, as shown on the RFP drawings, along 'F' Street, and extending
west to Julian C. Smith Drive. The site gently slopes downward from 'F' Street south
toward 'G' Street. Existing features to be demolished under this contract include a
ballfield with pole -mounted lighting, a judo pit, and an obstacle course. The
Contractor shall coordinate with the Camp Lejeune Facilities Planning Department to
determine disposition of existing judo pit and obstacle course equipment. The site is
bordered closely to the rear by a natural, wooded area leading to a deep ravine and
wetland area that shall remain undisturbed. An existing ballfield to the south at 'G'
Street shall remain undisturbed. Drainage shall be accomplished by collecting all
surface water and piping via catch basins, curb inlets and underground piping to a
PROJECT PROGRAM Page 9
XZ

FSRG Operations and Maintenance Facilities, MCB Camp Lejeune, NC 05055023 " F.
C.
new BMP, or stormwater retention pond, to be located along the south side of the°,",- 5i
site, with outfall to an existing ditch at Julian C. Smith Drive. Existing utilities for this,;:'-;`
site are indicated partially upon the RFP drawings and the reference drawings for
existing Building HP-237 included under Part Six of this RFP. ,.
The 1' BN/9 Armory shall be constructed on a clear, near -flat site located in the=; ;
middle of an enlisted personnel barracks complex off of 'C' Street in the Hadnot Point `
O
area, as shown on the RFP drawings. This site is Surrounded by four existing three- ''Ar
story barracks. There are few significant features of site demolition; however, the:-
Contractor must create a vehicle entrance to the site at an existing 90-degree turn ii;.
the existing driveway. This area is encumbered by a large number of POV's and'
pedestrians. Existing underground steamlines also cross this site. It shall b'
necessary to elevate the Armory floor slab above existing grade in order to create :F ph
positive drainage around the site. Drainage shall be accomplished by collecting aid,_>- jot
surface water and piping via catch basins, curb inlets and underground piping to the;
w t
existing underground storm drainage structures. Existing utilities for this site ar
indicated partially upon the RFP drawings and the reference site drawings for tll F yj
existing Enlisted Barracks complex included under Part Six of this RFP.
The medical wing Addition for 2n' FORCE RECON shall be located in a relatively ti
paved area in front of existing Building A66. The existing heavy-duty pavement sh
be carefully sawcut, removed and patched in order to facilitate the work. An existi
8-inch diameter, underground waterline must be relocated to outside the propos
Addition's footprint. It is anticipated that a piled foundation for all new exterior wa
and load -bearing elements shall be provided for the medical wing Addition, matchi
the existing building's foundation.
Underground utility distribution to existing Shelters SA67 and SA68 shall be requ
and the Contractor shall carefully sawcut, remove and patch existing heavy -
pavements to facilitate the work.
Care shall be exercised at this site to conduct all construction operations in si
way so as to minimize disruption of the 2"" FORCE RECON's ongoing operatio
the Building A66 complex.
3.2 Site Development Requirements
The RFP drawings include conceptual site layouts intended to delineate acceptable
appropriate design solutions. Although the RFP site layouts are not intended N
definitive, the Contractor and its Architect -Engineer should avoid deviations Lk
supported by justifying field data or considered by the Government to enhance the prc
PROJECT PROGRAM Page 70
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INFILTRATION SITE VISIT REQUEST
Name of the Project : FSRG Operations & Maintenance Facilities — P-1148 2nd_LAR Armory
Location (attach a clear vicinity map): Camp Leiuene, NC
Street address, SR number, community, etc.
Directions from the nearest major intersection: See attached map
Owner/Applicant Name: Marine Corps, Camp Lejuene, c/o Lt. Commander John Anderson
Consultant Name: Haskell Architects & Engineers, c/o Myra W. Jones, P.E.
Consultant Contact Information: P : 904/791-4666 ; F : 904/475-7887
myra.jones __thehaskellco.com
Phone, Fax, email, etc.
#1 #2 #3 #4 #5_ #6 #7 #8
Existing ground elev. @basin/trench= 21.0 ' 21.0
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
DatelTime of Soils Investigation : �_ ��% jr%6 b
Summary/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

A
5RG Operations and Maintenance Facilities, MCB Camp Lejeune, NC
SITE ANALYSIS
.1 Existing Site Conditions
05055023
Site locations are indicated on the RFP drawings. Existing site locations are indicated on
the RFP drawings and reference drawings included with this solicitation. The photographs
bn the following pages are intended to covey a general- understanding of the existing sites'
character, features and conditions. A general characterization of each site is as follows:
�
The existing 2nd LAR Complex is located in and around Building 575, a_ indicated on
the RFP drawings, off McHugh Boulevard near 'O' Street. A portion of renovation/
alteration work lies inside and immediately adjacent to Building 575. An existing
truck loading dock with ramp and apron shall be filled under this contract and paved
to sustain Company storage access inside Building 575.
The new 2n' LAR Armory, 'Echo' Company's tactical vehicle parking area, and a POV
parking area shall be located on a partially wooded site immediately to the northwest
of Building 575. This site is relatively fiat and bordered to the south by a deep ditch.
A small weapons cleaning shelter and slab (S733), two paved athletic courts, concrete
pole -mounted lights, fences, and a short cellphon'e tower are located on the existing
site, and shall be demolished under this contract. Drainage shall be accomplished by
collecting all surface water and piping via catch basins, curb inlets and underground
piping to a new BMP, or stormwater retention pond, to be located at the southwest
corner of the site, with outfall to the existing ditch. Existing utilities for this site are
indicated partially upon the RFP drawings and the reference drawings for existing
Building 575 included under Part Six of this RFP. There are no known wetland areas
delineated at the edge of the ditch immediately adjacent to the site.
Project P-1149, 1° BN/9 Armory and Vehicle/Electronic Communications
Maintenance Facility:
The 1' BN/9 Vehicle/Electronic Communications Maintenance Facility shall be
constructed on a relatively clear site located next to existing Building HP237 in the
Hadnot Point area, as shown on the RFP drawings, along 'F' Street, and extending
west to Julian C. Smith Drive. The site gently slopes downward from 'F' Street south
toward 'G' Street. Existing features to be demolished under this contract include a
ballfieid with pole -mounted lighting, a judo p'it, and an obstacle course. The
Contractor shall coordinate with the Camp Lejeune Facilities Planning Department to
determine disposition of existing judo pit and obstacle course equipment. The site is -
bordered closely to the rear by a natural, wooded area leading to a deep ravine and
wetland area that shall remain undisturbed. An existing ballfieid to the south at 'G'
Street shall remain undisturbed. Drainage shall be accomplished by collecting all
surface water and piping via catch basins, curb inlets and underground piping to a
PROJECT PROGRAM Page 9

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TABI.I 1
I -land Auger Borings
Munsell Sol] Descriptions
Buildings B & C
Camp Lejeune Marine Corps Base
Jacksonville, North Carolina
Job Number 1063-05-534
Depth
Location Inches
Hue
Value/Chroma
Soil Description
1 0-6
2.5Y
4/2
Dark grayish brown fine to medium SAND,
Building B
trace of silt
6-14
15Y
6/3
Light yellowish brown fine to medium
SAND, trace of silt
14-50
2.5Y
6/6
Olive yellow clayey fine to medium SAND
50-74
2.5Y
7/6
Yellow clayey fine to medium SAND
74-96
2.5Y
6/6
Olive yellow clayey fine to mediurn SAND
No water was. encountered to depth evaluated.
*High water table: 4.0 to 5.0 feet.
*Soil series: Baymeade
1 0-3
5Y
Building C 3-10
2.5Y
10-16
2.5Y
16-18
2.5Y
18-20
2.5 Y
20-2 3
2.5 Y
23-48
2.5Y
2.5/1
Black fine to medium SAND, trace of silt
6/6
Olive yellow fine to medium SAND, trace of
silt
5/2
Grayish brown fine to medium SAND, some
clay
8/2
Yellow fine to medium SAND, trace of silt
5/2
Grayish brown fine to medium SAND, some
clay
4/1
Dark gray fine to medium SAND, sorne clay
7/2
Light gray tine to medium SAND, trace of silt
Water was encountered at a depth of 45" belo«v the existing ground surface.
*High water table: 4.0 to 5.0 feet.
*Soil series: Baymeade
*As reported in the Soil Survey of Onslow Counter North Carolina prepared by the United States
Department of Agriculture, Soil Conservation Scrvice.
5&ME, Inc. [phone]
6409 Amsterdam Way, Building 8-3 19101 799.9958 fox
Wilminglon, North Carolina 28405 www.smeinc.com

TABLE 1
.lob Number 1063-05-534
Page Two
Depth
Location inches I-lLie
2 0-3 5Y
Building C
3-8
2.5Y
8-13
5Y
13-18
5Y
18-24
5Y
24-26
2.5 Y
26-30
2.5Y
30-73 5Y
Value/Chroma
Soil Description
2.5/1
Black loamy fine to medium SAND, trace of
silt
6/6
Olive yellow fine to medium SAND, trace of
silt
3/1
Very dark gray fine to medium SAND, trace
of silt
6/2
Light olive gray fine to medium SAND, trace
of silt
3/3
Dark olive fine to medium SAND, trace of silt
6/4
Light yellowish brown fine to medium
SAND, trace of silt
6/6
Olive yellow fine to medium SAND, trace of
clay
7/1
Light gray fine to medium SAND, trace of silt
Water was encountered at a depth of 69" below the existing ground surface.
*High water table: 4.0 to 5.0 feet.
*Soil series: Bayrneade
*As reported in the Soil Survey of Onslow County North Carolina prepared by the United States
Department of Agriculture, Soil Conservation Service.

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Camp Lejuene FS1ZG Projects
Subject: Camp Lejuene FSRG Projects 1
From: "Jones, Myra W" <[e-mail]>
Date: Fri, 23 Sep 2005 10:56:02 -0400
To: "Cameron Weaver" <Cameron.Weaver @ncmail.net> [J
CC: "Walo, Gary R." <[e-mail]>, "Willis, Larry W."
<[e-mail]>, "Gillum, Paul E."<[e-mail]>, "Bush, Jim W."
<[e-mail]>, "Salem, Charlie"<[e-mail]>
Cameron,
Good morning! I apologize that it has taken this long to get this information to you. I have been trying to
find out about the wetland information and who would be the applicant for the Marines. I have filled out the
forms as per my, phone conversation with Bobby Canady of Camp Lejuene's ROICC office this morning.
have attached 4 different PDF's for the different projects.
I have been in contact with Dean Hunkley regarding the DENR Sewer extension permits. He stated that I
needed to contact Marie Doklovic in the Raleigh office. I have left a message with her yesterday. Have
not heard back as of this time.
Dean also stated that I should contact Debra Benoy regarding the DENR Water extension permits. I have
left a message with her yesterday. Have not heard back as of this time.
Please let me know what time you have set the meeting for esday, Septemb 7 My flight gets in
late morning so early afternoon would be great for me. Thanks again for all of y ur assistance. I look
forward to meeting e e n Tuesday. Thanks again and hope .you have a great weekend. Myra O
`%«P-1151.p << -1148 pelf > <<P-1149a.pdf <-1149v.pdf>>
Myra W. JonIS'
Senior Civil Engineer �Ob
j 'J�LA
The Haskell Company T Lo
111 Riverside Avenue
Jacksonville, Florida 32202 uc)
�I„ !
P: 904/791-4666 - 1' V
F: 904/791-4699
Content -Description: P-1 151.pdf
P-1151.pdflContent-Type: appIicat ion/octet-stream
;i Content -Encoding: base64
- ---'--------..--'- _ l
E P-1148.pdf J Content -Description: P-1148.pdf
1 of 2 9/23/2005 1:07 PM

New Camp Lejuene Projects
Subject: New Camp Lejuene Projects 0
From: "Jones Myra W<m" a. thehaskellco.com> I
YI' Jones@
Date: Tue, 20 Sep 2005 17:12.49 -0400
To: <cameron.weaver@ncmail. net> f�
CC: "Salem, Charlie" <[e-mail]>, "Walo, Gary R." I —
<[e-mail]>, "Willis, Larry W."<Larry. Willi s@thehaskellco. corn>, "Gillum, Paul
E." <pau].gill [e-mail]>, "Bush, Jim W." <[e-mail]>
Cameron,
Good afternoon! I have spoken Paul Bartlett on September 15, 2005, regarding the NCDENR process and
requirements in brief. We are interested in doing the express permitting for our projectg'--Plbase•forward
the forms required for me to start that process. I will be in Jacksonville, NC Tuesday! September 27, 2005
and would like to schedule the pre -application meeting with you early afternoon. Please let me know what
time will be acceptable with you.
I have attached projectlocations.pdf with the project location topo maps, aerials, and proposed plans.
Even though we are under one contract, we are required to submit each site as a separate permitting
package regarding stormwater. Below is a brief description of each project...
P-1148
P-1148 will be 2nd LAIR Armory building with associated parking located in a partially cleared area. The
cleared area contains tennis courts and a shelter, both to be removed. A small portion of the area is
treed. There are preliminary plans for a BMP, which will discharge into an existing swale to the south of
the project area.
P-1149 9, TSB Ce �
P-1149 contains two different buildings and two different building locations.
The first building will be 1 BN19 Armory building with associated parking located in a grassed area between
existing buildings. This area has existing stormwater inlets, which we had planned to discharge directly
into the inlets. I'm not sure is there is an existing permit for this area or not.
__ ,: The second building will be a VMF building with associated parking located in a grassed area that is
currently a ballpark and obstacle course. There are preliminary plans for a BMP, which will discharge into
the existing roadway swale to the west of the project area.
P-1150
P-1150 will be a small addition to building A66. This building addition will be within an impervious area.
Looking at the record drawings, I believe this area has been permitted but I'm not for certain.
Please review the attached, forward me the required forms, and a time to meet with you on the 27th. I do
greatly appreciate your time and consideration in the matter and look forward to meeting/working with you
on the projects. Thanks and hope you have a great day. Myra O
1 of 2 19/21/2005 11:08 AM

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e
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. [e-mail] along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Lt. Commander John Anderson, Officer in Charge
Company Marine Corp, Camp Lejeune
Address 1005 Michael Road City/State Camp Leje_une NC Zip 28547 County Onslow
Phone [phone] Fax [phone] Email canadvbd(@]eeeune.efdlant.navfac,navy.mil
PROJECT Name FSRG Operations & Maintenance Facilities — P-1149 --1 BN19 Armo
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) New River RIVER BASIN White Oak
ENGINEER/CONSULTANT Myra W. Jones P.E.
Company Haskell Architect & Engineers
Address 111 Riverside Ave. City/State Jacksonville, FL Zip 32202 County Duval
Phone [phone] Fax [phone] Email Myra.iones(aDthehaskellco.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determinatfon; # of stream calls; Stream Name
® STORUNATER ❑ Low Density ❑ High Density -Detention Pond ® High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
® COASTAL ® Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ® Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 1.6 Ac +1- to be disturbed,
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that apply Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts: N/A Acre(s)
Wetlands Delineation has been completed ❑ Yes ® No ® Buffers Impacted: N/A Acre(s)
USA COE Approval of Delineation completed ❑ Yes ® No
404 Application in process w1USACOE []Yes ®No I Permit received from USACE []Yes ®No
401 Application required ❑Yes ® No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

U
X
.onduit r
under
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I.
dified u
e prop
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Ig strut
and su
ch struc
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posed to
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-ed to subs
:_%ndation5
RG Operations and Maintenance Facilities, MCB Camp Lejeune, NC 05055023
. SITE ANALYSIS
.1 Existing Site Conditions
locations are indicated on the RFP drawings. Existing site locations are indicated on
RFP drawings and reference drawings included with this solicitation. The photographs
the following pages are intended to covey a general -understanding of the existing sites'
[ratter, features and conditions. A general characterization of each site is as follows:
i�d' °JAM- Ted iE?t'-3t 6 WRil ing 7 s
The existing 2"d LAR Complex is located in and around Building 575, as indicated on
the RFP drawings, off McHugh Boulevard near 'O' Street. A portion of renovation/
alteration work lies inside and immediately adjacent to Building 575. An existing
truck loading dock with ramp and apron shall be filled under this contract and paved
to sustain Company storage access inside Building 575.
The new 2"d LAR Armory, 'Echo' Company's tactical vehicle parking area, and a POV
parking area shall be located on a partially wooded site immediately to the northwest
`-,of Building 575. This site is relatively flat and bordered to the south by a deep ditch.
A small weapons cleaning shelter and slab (S733), two paved athletic courts, concrete
pole -mounted lights, fences, and a short cellphone tower are located on the existing
site, and shall be demolished under this contract. Drainage shall be accomplished by
collecting all surface water and piping via catch basins, curb inlets and underground
piping to a new BMP, or stormwater retention pond, to be located at the southwest
corner of the site, with outfall to the existing ditch. Existing utilities for this site are
indicated partially upon the RFP drawings. and the reference drawings for existing
Building 575 included under Part Six of this RFP. There are no known wetland areas
delineated at the edge of the ditch immediately adjacent to the site.
Project P-1149, 1" BN/9 Arm
ain
and Vehicle/Electronic Communications
necessarY<v_¢
shall b6l
}.:
The 1' BN/9 Vehicle/Electronic Communications Maintenance Facility shall be
ng
used shelters:`:
constructed on a relatively clear site located next to existing Building HP237 in the
,ty
.3.";'
rr:
Hadnot Point area, as shown on the RFP drawings, along 'F' Street, and extending
~:
west to )ulian C. Smith Drive. The site gently slopes downward from 'FStreet south
toward 'G' Street. Existing features to be demolished under this contract include a
ballfield with pole -mounted lighting, a judo pit, and an obstacle course. The
Contractor shall coordinate with the Camp Lejeune Facilities Planning Department to
determine disposition of existing judo pit and obstacle course equipment. The site is
bordered closely to the rear by a natural wooded area leading to a deep ravine and
wetland area that shall remain undisturbed. An existing ballfield to the south at 'G'
:'.
Street shall remain undisturbed. Drainage shall be accomplished by collecting all
.:-
surface water and piping via catch Basins, curb inlets and underground piping to a
PROJECT PROGRAM Page 9

FSRG Operations and Maintenance Facilities, MCB Camp Lejeune, NC 05055023;�:`: F5
C.
new BMP, or stormwater retention pond, to be located along the south side of the:;=
site, with outfall to an existing ditch at Julian C. Smith Drive. Existing utilities for this:, Fl„ : B
site are indicated partially upon the RFP drawings and the reference drawings for F' co
existing Building HP-237 included under Part Six of this RFP. ";
>r _
The 1" BN/9 Armory shall be constructed on a clear, near -flat site located in the_"�=';
middle of an enlisted personnel barracks complex off of 'C' Street in the Hadnot Point:'
p p
=
area, as shown on the RFP drawings. This site is surrounded by four existing thr
« K�.'An
story barracks. There are few significant features of site demolition; however, thy;r;,;'
Ph
Contractor must create a vehicle entrance to the site at an existing 90-degree turn ihT,,.
.
the existing driveway. This area is encumbered by a large number of POV's a6d.,
pedestrians. Existing underground steamlines also cross this site. It shall `
Go
necessary to elevate the Armory floor slab above existing grade in order to treat
p'fi'
positive drainage around the site_ Drainage shall be accomplished by collecting al,:,
t'
surface water and piping via catch basins, curb inlets and underground piping to the;:
existing underground storm drainage structures. Existing utilities for this site ar_
indicated partially upon the RFP drawings and the reference site drawings for thj
_ «
existing Enlisted Barracks complex included under Part Six of this RFP.
The medical wing Addition for 2" FORCE RECON shall be located in a relatively fl
paved area in front of existing Building A66. The existing heavy-duty pavement sh
be carefully sawcut, removed and patched in order to facilitate the work. An existi
8-inch diameter, underground waterline must be relocated to outside the propos
Addition's footprint. It is anticipated that a piled foundation for all new exterior wa
and load -bearing elements shall be provided for the medical wing Addition, matchi
the existing building's foundation.
r
Underground utility distribution to existing Shelters SA67 and SA68 shall be
and the Contractor shall carefully sawcut, remove and patch existing h
pavements to facilitate the work.
Care shall be exercised at this site to conduct ali construction operations in sL
way so as to minimize disruption of the 2n' FORCE RECON's ongoing operatio
the Building A66 complex.
3.2 Site Development Requirements
The RFP drawings include conceptual site layouts intended to delineate acceptal
appropriate design solutions. Although the RFP site layouts are not intended
definitive, the Contractor and its Architect -Engineer should avoid deviations
supported by justifying field data or considered by the Government to enhance the I
PROJECT PROGRAM Page 10

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4t.

�e
N[DENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permif(s).
FAX or email to Cameron. WeaverlRmcmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9.00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Lt. Commander John Anderson, Officer in Charge
Company Marine Corn, Camp Le'eune
Address 1005 Michael Road City/State Camp Leieune, NC Zip 28547 County Onslow
Phone [phone] Fax [phone] Email canal bd leieune.efdlant.navfac.nav .mil
PROJECT Name FSRG Ooerations & Maintenance Facilities — P-1149 —1 BN19 VMF
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) New River RIVER BASIN White Oak
ENGINEER/CONSULTANT Myra W. Jones, P.E.
Company Haskell Architects & Engineers
Address 111 Riverside Ave. City/State Jacksonville, FL Zip 32202 County Duval
Phone [phone] Fax [phone] Email [e-mail]
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determinafion; # of stream calls; Stream Name
® STORMWATER ❑ Low Density ❑ High Density -Detention Pond ® High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -infiltration ❑ Off Site
® COASTAL ® Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ® Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 3.2 Ac +1- to be disturbed.
WETLANDS (401) Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property [] yes ® No
Check all that apply Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts. NIA Acre(s)
Wetlands Delineation has been completed ❑ Yes ® No ® Buffers Impacted: NIA Acre(s)
USA COE Approval of Delineation completed ❑ Yes ® No
404 Application in process w/USACOE ❑Yes ®No 1 Permit received from USACE ❑Yes ®No
401 Application required ❑Yes ® No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR Use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

050550 SRG Operations and Maintenance Facilities, MCB Camp Lejeune, NC 05055023
-onduit 64SITE ANALYSIS
under :thisrK
lity) and
.1 Existing Site Conditions
ite locations are indicated on the RFP drawings, Existing site locations are indicated on
he RFP drawings and reference drawings included with this solicitation. The photographs
on
the following pages are intended to covey a general. understanding of the existing sites'
Jified und
2'
haracter,
features and conditions. A general characterization of each site is as follows:
4M
e propo§,edl,^,
construct
!7,C
1V
Mohr,lo
-ig struct
and su
ch structdra
n
The existing 2 LAR Complex is located in and around Building 575, as indicated on
'0'
e qtructufa�
the RFP drawings, off McHugh Boulevard near Street. A portion of renovation/
alteration work lies inside and immediately adjacent to Building 575. An existing
truck loading dock with ramp and apron shall be filled under this contract and paved
posed
X`
to sustain Company storage access inside Building 575.
penings affd2,,'*.
load-bearili.
The new 2"d LAR Armory, 'Echo' Company's tactical vehicle parking area, and a POV
door jarri S
parking area shall be located on a partially wooded site immediately to the northwest
ings withc{i..
of Building 575. This Site is relatively flat and bordered to the south by a deep ditch.
'upants. i,
A small weapons cleaning shelter and Slab (5733), two paved athletic courts, concrete
pole-mounted lights, fences, and a short cell hone tower are located on the existing
of providing:;
site, and shall be demolished under this contract. Drainage shall be accomplished by
and adding
collecting all surface water and piping via catch basins, curb inlets and underground
or analyzing
piping to a new BMP, or stormwater retention pond, to be located at the southwest
I making.911
Corner of the site, with outfall to the existing ditch. Existing utilities for this site are
the existing-
indicated partially upon the RFP drawings and the reference drawings for existing
Y_G
;ure
Building 575 included under Part Six of this RFP. There are no known wetland areas
the exterior
delineated at the edge of the ditch immediately adjacent to the site.
that was
to sub i
Project P-1149, I" BN/9 Armory an��Veh�iclelElectronic Communications
ed
!ndations
Maintenance Faciliti:
—
necessary
------
The I' BN/9 Vehicle/Electronic Communications Maintenance Facility shall be
ng Shall
used shelters ,"
constructed on a relatively clear site located next to existing Building HP237 in the
Hadnot Point area, as shown on the RFP drawings, along 'F' Street, and extending
west to Julian C. Smith Drive, The site gently slopes downward from 'F' Street South
wF
toward 'G' Street, Existing features to be demolished under this contract include a
ballfield with pole -mounted lighting, a judo it, and an obstacle course. The
Contractor shall coordinate with the Camp Lejeune Facilities Planning Department to
determine disposition of existing judo pit and obstacle course equipment. The site is
bordered closely to the rear by a natural, wooded area leading to a deep ravine and
wetland area that shall remain undisturbed. An existing ballfield to the south at 'C'
Street shall remain undisturbed. Drainage shall be accomplished by collecting all
ik.5
surface water and piping via catch basins, curb inlets and underground piping to a
PROJECT PROGRAM Page 9

FSRG Operations and Maintenance Facilities, MCB Camp Lejeune, NC 05055023 t `. FS
C.
new BMP, or stormwater retention pond, to be located along the south side of the-.: :Sit
site, with outfall to an existing ditch at Julian C. Smith Drive. Existing utilities for this.:y s'r Bu
site are indicated partially upon the RFP drawings and the reference drawings for.-,,
existing Building HP-237 included under Part Six of this RFP.
The 1' BNl9 Armory shall be constructed on a clear, near -flat site located in the'
middle of an enlisted personnel barracks complex off of 'C' Street in the Hadnot Point:
area, as shown on the RFP drawings. This site is surrounded by four existing three=?; "'A
story .•
story barracks. There are few significant features of site demolition; however, they
Contractor must create a vehicle entrance to the site at an existing 90-degree turn in
al
the existing driveway. This area is encumbered by a large number of POV's and;
pedestrians. Existing underground steamlines also cross this site. It shall bet
necessary to elevate the Armory floor slab above existing grade in order to create,' .s
positive drainage around the site. Drainage shall be accomplished by collecting al r' �> wiq
r
surface water and piping via catch basins, curb inlets and underground piping to the; '
existingunderground storm drainage structures. Existingutilities for this site are° 4`h€n
indicated partially. upon the RFP drawings and the reference site drawings for th; ` t
existing Enlisted Barracks complex included under Part Six of this RFP.;";'
The medical wing Addition for 2" FORCE RECON shall be located in a relatively
paved area in front of existing Building A66. The existing heavy-duty pavement
be carefully sawcut, removed and patched in order to facilitate the work. An exi
8-inch diameter, underground waterline must be relocated to outside the props
Addition's footprint. It is anticipated that a piled foundation for all new exterior v
and toad -bearing elements shall be provided for the medical wing Addition, matt
the existing building's foundation.
underground utility distribution to existing Shelters SA67 and SA68 shall be requ
and the Contractor shall carefully sawcut, remove and patch existing heavy -
pavements to facilitate the work.
Care shall be exercised at this site to conduct all construction operations in
way so as to minimize disruption of the 2"d FORCE RECON's ongoing operati
the Building A66 complex.
3.2 Site Development Requirements
The RFP drawings include conceptual site layouts intended to delineate acceptable
appropriate design solutions. Although the RFP site layouts are not intended t,
definitive, the Contractor and its Architect -Engineer should avoid deviations u1
supported by justifying field data or considered by the Government to enhance the pry
PROJECT PROGRAM Page 10

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