SW8051065_HISTORICAL FILE_20060314

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 D 5 16 (o 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
7.o6(oo314
YYYYM M DD

Update Contact Information --Raiford Trask, III
Subject: Update Contact Information --Raiford Trask, III
From: "Lisa Thompson" <[e-mail]>
Date: Tue, 13 Feb 2007 09:44:45 -0500
To: <[e-mail]>
Noelle,
I believe I have the wrong number for your office, but I need to speak with you regarding an address change for
Raiford Trask.
After speaking with Jim Spangler yesterday, we understand you have a copy of the 401 water quality certification
and also an invoice from the EEP for Research Park that we never received. _
Raiford's new contact information is as follows:
Raiford G. Trask, III
1051 Military Cutoff Road
Suite 200
Wilmington, NC 28405
Please resend these documents to our new address and also reply via email or phone to confirm that you received
the updated contact information. If you have any questions at all, please do not hesitate to contact me directly.
Regards,
Lisa M. Thompson
Associate Director of Marketing
Cape Fear Commercial, LLC
1051 Military Cutoff Road, Suite 200
Wilmington, NC 28405
P: 910.332.4114 x114
F: 910.332.4145
M: 910.262.0404
Email: lisa ca efearcommercial.com
www.capefearcommercial.com
1 of 1 1 2/13/2007 11:52 AM

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STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FM;E ACCESS RECORD
SECTION
TIME/DATE
NAME L_qL4t
REPRESENTING ULS Cop& 9 ^2 3q Z_
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records i_u
our custody readily available to the public for review and copying. We also Dave the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the fallowing guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:001)rn. Viewing time ends at 4:45pm. Anyone arrivinE without au
appointment may view the Files to the_ extent that time and staff supervision is available.
2. You must specify files you want to review by faci.li_ty name. The number of files that you
may review at one tithe will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is .2.5 cents for ALL copies if you make more than 25 copies. There is no
charge fax 25 or less copies. Payment may be made by check, money order, or cash at the
reception desk Copies can also be invoiced for Your convenience.
4. FELES MUST BE KEPT IN ORDER YOU FOUND TI3EM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases lame totes, etc. are
permitted in the file review area.
S. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME
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3. Q51U _ P -..i� `3� 2nd LAL t'Z nc
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Please Lirach a business card to this form
COPIES MADE PAID
Time In
INVOICE
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EnglneemgResources Group, LLC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Ph. [phone] Fs [phone]
October 13, 2006
Mr. Cameron Weaver
NCDENR
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Revisions to Approved BMP for:
FSRG Operations & Maintenance Facilities
P-1 148 2" d LAR Armory
ERG Proj, No. 1200410.0
Dear Mr. Weaver:
We arc submitting for your review and approval revised drawings for the approved BMP at the above
mentioned facility. This revision is to repair the forebay berm in the BMP, and does not change the
overall BMP design and functionality.
During construction, it has been brought to our attention that the forebay berm has been breached due
to the occurrence of several large storm events.. The attached documents of the plan view and the cross
section of the BMP show how we are proposing to revise the approved design to provide reinforcement
to the forebay berm by the use of geogrid fabric and riprap.
Please notify us at your earliest convenience if these revisions meet your standards so we may notify
the contractor to begin this repair work.
Sincerely,
PFreAatkins, Jr., P.E.
Vice President
[e-mail]

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Michael 1'. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 14, 2006
CDR. Laurence Readal, Public Works Officer
United States Marine Corps
1005 Michael Road
Camp Lejuene, NC 28547
Subject: Stormwater Permit No. SW8 051064
FSRG Operations & Maintenance Facility, 2"d LAR Armory
High Density Project
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for FSRG Operations & Maintenance Facility, 2nd LAR Armory on March 10, 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 051065 dated March 14, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until March 14, 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 Robert Gordon, or me at [phone].
Sincer ry,
Edward'Beck
Regional Supervisor
Surface Water Protection Section
ENBlydg: S:IWQSISTORMWATIPERMIT1051065.mar06
cc: Fred Watkins, PE, Engineering Resources Group
Myra Jones, PE, Haskell Architects & Engineers
Robert Gordon
Wilmington Regional Office
Central Files Mr`thCarolin❑
Xattira!!!l
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1.877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: www.newatcrqualilL-
An Equal OppertunitylAifirmative Action Employer — 50% Recycledll0% Post Consumer Paper

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State Stormwater Management Systems
Permit No. SW8 051065
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
United States Marine Corps
FSRG Operations & Maintenance Facility, 2nd LAR Armory
McHugh Blvd & 0 Street, Camp Lejuene - Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H A 000 (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 14, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 106,722 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 built -upon area available for
future development in this permit.
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 051065
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
United States Marine Corps
FSRG Operations & Maintenance Facility, 2nd LAR Armory
McHugh Blvd & O Street, Camp Lejuene - 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 14, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 106,722 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 built -upon area available for
future development in this permit.
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 051065
CA
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9cres:
4.36
Onsite, ft :
189,922
Offsite, ftz:
0
b.
Total Impervious Surfaces, ftz:
106,722
G.
Design Storm jnches:
1
d.
Pond Depth, feet:
4.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
14.0
g.
Permanent Pool Surface Area, ftz:
9,890
h.
Permitted Storage Volume, ft3:
15,752
i.
Temporary Storage Elevation, FMSL:
15.4
j.
Controlling Orifice:
1.5" O pipe
k.
Permitted Forebay Volume, ft3:
4,916
I.
Receiving Stream/River Basin:
Cogdels Creek 1 White Oak
M.
Stream Index Number:
19-23
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 051065
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 051065
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 14`h day of March, 2006.
NORTH GAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
— (� ZZL-'t'G-1 -
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 051065
FSRG Operations & Maintenance Facility, 2nd LAR Armory
Stormwater Permit No. SW8 051065
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 6 of 7

State Stormwater Management Systems
Permit No. SW8 051065
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
Page 7 of 7

WI IITE OAK RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Burnt House Branch
WOK02
19-10-2
H29SW9
SC;NSW
Cabs Creek
WOK05
21-35-3
132NE4
SA;ORW
Caggs Creek
WOK05
21-35-7-34-1
I33NW4
SA;ORW
Caleb Branch (City Weeks
Branch)
WOK01
20-23-3
H30SE7
SA;HQW
Calebs Creek
WOK01
20-15
H309WS'
C
Cales Creek
WOKol
20-22
H30SE7
SA;HQW
Calico Creek
WOK03
21-32
I32NW1
SC;HQW
Cartwheel Branch
WOK01
20-26-1
I30NW3
SA;HQW
Catfish Lake
WOK01
20-9-1
H30NE4
C
Catherine Lake
WOK02
19-17-1-1
H28SE5
B;NSW
Catherine Lake Creek
WOK02
19-17-1
H26SE5
C;NSW
Cedar Creek
WOK04
21-35-7-3-3-1
H33SW3
SA;HQW
Cedar Inlet
WOK05
21-35-7-6
H33SE4
SA;ORW
Cedar Swamp Creek
WOK03
21-7
H31SW9
C
Chadwick Bay
WOK02
19-39-4
I29SE7
SA;HQW
Chainey Creek
WOK02
19-10
H29SW8
SC;NSW
Charles Creek
WOK02
19-39-4-1-2
I29SW6
SA;HQW
Chinkapin Branch
WOK01
20-3-2
H29NE7
C
Clay Bank Branch
WOK02
19-41-5-2
I29SE3
SA;HQW
Codds Creek
WOK05
21-35-7-33
I33NW4
SA;ORW
Cogdels Creek (Coglin Creek)
WOK02
19-23
129NE7
SC;NSW
Core Creek (Intracoastal
waterway Adams Creek
NEU10
21-24
H32SW8
SA;HQW
Canal►
Core Creek (Intracoastal
Waterway Adams Creek
WOK03
21-24
H32SWB
SA;HQW
Canal)
Core Sound
WOK04
21-35-7i
H33NE8
SA;ORW
Core Sound
WOK05
21-35-7
H33NEB
SA;ORW
Courthouse Bay
WOK02
19-36
129SEI
SA;HQW
Cow Channel
WOKO1
19-41-15
130NW9
SA;ORW
Cowford Branch
WOK02
19-2
H28NE4
C;NSW
Cowhead Creek
WOK02
19-24-2
I29NE8
SC;NSW
Cowhorn Swamp
WOK02
19-4
H29NW7
C;NSW
Crab Point Say
WOK03
21-30
I32NW1
SA;HQW
Crabbing Creek
WOK04
21-35-1-3
H32SWG
SA;HQW
Cypress Drain
WOK03
21-2-2
H31SW5
C
Davis Bay (Cheney Bay)
WOK04
21-35-1-11
I32NE1
SA;HQW
Deep Creek
WOK03
21-11
H31SE4
C
Deep Creek
WOK04
21-35-1-2
H32SE4
SA;HQW
Deep Gully Creek (Elizabeth Lake)
WOK02
19-9-1
H29SW9
SC;NSW
Deep Run
WOK02
19-17-2
128NE2
C;NSW
Deer Creek
WOK03
20-36-1
I30NE5
SA;ORW
Deer Pond
WOK05
21-35-7-27
133NW2
SA;ORW
Dennis Creek (Demkis Creek)
WOK01
20-34
I3CNW6
SC
Dicks Creek
WOK01
19-41-16-5
I30NW9
SA;HQW
Ditch Cove
WOK04
21-35-7-22-2
H33SW4
SA;ORW
Dubling Creek
WOK01
20-30
I30NE4
SA;HQW
Duck Creek
WOK02
19-25•
I29SE1
SC;NSW
East Prong Broad Creek
WOK03
20-36-7-2
I31NW2
SA;HQW
East Prong Gales Creek
WOK03
20-36-8-1
I31NW3
SA;HQW
East Prong Jasons Branch
WOK03
21-3-5-1
H31SWS
C
East Prong Sanders Cr.
WOK03
20-36-6-1
I31NW1
SA;HQW
Eastman Creek
WOK03
21-24-1
H32SW5
SA;HQW
Eastmouth Bay
WOK04
21-35-1-12-3.5
I32NE6
SA;HQW
Edwards Creek
WOK02
19-13
I29NW2
SC;HQW,NSW
Ellis Cove
WOK02
19-33
I29SW3
SA;HQW
Everett Creek
WOK02
19-32
I29SW5
SA;HQW
Fannie Creek
WOK02
19-34
I29SW6
SA;HQW
Page 2 of 7

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ErlgMC07rlgResourees Group, LLC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Pha [phone] F= [phone]
March 9, 2006
Mr. Cameron Weaver
NCDENR
Express Permitting Coordinator
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Express Permit Application for:
FSRG Operations & Maintenance Facilities
P-1148 2"d LAR Armory
ERG Proj. No. 1200410.4C
Dear Mr. Weaver:
Per the request for additional information and clarification and our telephone conversation
with Mr. Rob Gordon resulting from his last review of the referenced project, we are
submitting revised sheets for slip sheeting into the Plans. Kindly remove and replace Sheets
C-130 and C-530 from the two sets of previously submitted Armory Plans and insert the
herein provided plans in their place. Kindly remove and replace the Application Form and the
Wet Detention Basin Form in the previous Application and Design packages for the site,
AFTER removing the original signature sheets for the. Application Form and the Wet
Detention Basin Supplement. We are resubmitting two sets of the Permit Application and
Design Package for the site. Please insert the original signature sheets (page 4 of the
Application and page 4 of the Wet Detention Basin Supplement) into the new packages.
Also please remove the BMP Design calculations and Pre and Post Drainage Maps in the
previously submitted sets and replace with the new sheets.
We have addressed and coordinated the review comments from Mr. Gordon in this submittal
based on our telephone conversation with him. The following responses are our
understanding of the results of that conversation:
a. The 1" rain event rise is elevation 14.90 and is used only to calculate the orifice drawdown
as required by the regulations. The 15.40 elevation is the top of the outfall structure,
determined by physical structure dimensions and is the elevation used in relation to the
temporary pool volume in all calculations.
b. The overall site is 5.28 acres. 4.36 acres of the project drain to the BMP while the
remaining 0.92 acres bypasses the BMP and continues on downstream. The additional
information regarding the bypass area has been added to the application form and the
drainage area numbers have been revised accordingly.
c. The square footage for streets draining into the BMP was initially shown as part of the
parking square footage. It has been shown separately for clarification and all numbers
verified accordingly.

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Engineering Resources Group, LLC
Mr. Cameron Weaver March 9, 2006
P 148 — 2ad LAR Armory, Camp Lejeune, NC Page 2
d. The 51 % project built upon area percentage was including the BMP as impervious area.
The number has been revised without the BMP, showing a new percentage of 48.1%.
e. The impervious areas between the application and the supplement have been verified and
revised as needed.
f. The 1" temporary pool volume in the supplement and calculation has been revised based
on the structure elevation of 15.40.
g. The permanent pool volume has been revised and verified on the supplement and
calculations with the stage -storage chart based on the structure elevation.
h. The forebay volume has been revised and verified with the stage -storage chart.
i. The numbers for Section 111 (4) of the supplement have been revised as directed. Round -
off problems have been corrected
j. The orifice diameter and design rainfall have been revised in the supplement.
We anticipate that these responses are sufficient for your prompt approval of this project.
The additional Resubmittal Fee of $1,000 is submitted herewith.
Should you have any questions regarding this submittal please contact this office.
Sperely,ins, Jr., P.E.dent
[e-mail]
cc: Mr. Gary Walo — The Haskell Company
Ms. Myra Jones — The Haskell Company

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P. 1
FILE MODE
333--MEMORY TX
COMMUNICATION RESULT REPORT ( MAR. 9.2006 9:52AM )
TTI NCDENR WIRO
---OPTION---------------ADDRESS -(GROUP)--------- -- R£L� PAGE
917579617244 - ----- r 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
FAX COVER SHEET
Date: March 9, 2006 No. of Pages: 3
To: Fred Watkins, PE From: Robert Gordon Co
Express permitting section
Company: Engineering Resources Group FAX # [phone]
FAX #: [phone] Phone [phone]
DWQ Stormwater Project Number: SW8 060301
Project Name: FSRG Operations & Maintenance Facility p-1148 -- 2nd LAR Armory
MESSAGE:
Attached is the request for additional information the FSRG Operations &
Maintenance Facility P-1148 — 2nd LAR Armory. The original will be mailed to
the applicant and a copy will also be mailed to you. Please call if you have any
questions.

FAX COVER SHEET
Date: March 9, 2006 No. of Pages: 3
To: Fred Watkins, PE From: Robert Gordon P0
Express permitting section
Company: Engineering Resources Group FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: SW8 060301
Project Name: FSRG Operations & Maintenance Facility P-1148 — 2nd LAR Armory
MESSAGE:
Attached is the request for additional information the FSRG Operations &
Maintenance Facility P-1148 — 2nd LAR Armory. The original will be mailed to
the applicant and a copy will also be mailed to you. Please call if you have any
questions.

'a
Michael F, I-asiey, Governor
O�OF WAT•F9 pG
March 9, 2006
CDR. Laurence Readal
United States Marine Corps
1005 Michael Road
Camp Lejuene, NC 28547
\k)' liam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.F. Director
Division o€' Water Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 051065
FSRG Operations & Maintenance Facility P-1148 — 2nd LAR Armory
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
FSRG Operations & Maintenance Facility P-1148 — 2nd LAR Armory on March 1, 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:
There are still discrepancies/inconsistencies in figures listed between the application,
narrative, plans and calculations. Several have been Wed below; but please verify all
elevations, volumes, surface areas and other figure'§Xtsted in the application package.
a. The calculations and narrative list the " s age elevation at 14.9. The drawing
detail and supplement list the elevation 154
b. The DA map and calculations list the dra'Cipplement
ea for the pond at 4.36 acres
the application shows 5.28 acres and th shows 4.31.
C. There are no streets listed on the �apgli ation, but the DA map clearly shows
portions of O Street and MacHugh lvd. Ining to the system.
d. The project built upon area liste on ction III (4) of the application appears
incorrect.
e. The impervious area listed on rfedon
ment is different than what is listed on
the application
f. The temporary pool (1 ") volume the supplement is much more than is
listed on the calculations.
g. The permanent pool volume is fist differently on the calculations and
supplement; neither are suppo d by the stage -storage chart provided on sheet
C-130.
h. The stage -storage chart doe support the forebay volume listed on the
calculations and supplement.
i. The figures in Section Ill (4) of the et Detention supplement are depths, not
elevations (the basin diagram �e ow requires elevations, not depths). Note —
have made the correction to "Y (for the forebay) and "3,37" (for the main pond).
Additional fees, not to exceed 50% of the original permit application fee, may be
charged for subsequent reviews due to the insufficiency of a permit application, as
specified by Section 11.4A of S.L. 2003-284.
nc
North Carolina
JUaturally
North Carolina Division of Water Quality 127 Cardinal Drivc Extension Phone [phone] Customer Service 1.877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: +a+aw.ttc+taferqualit�.ora
An Equal OpportunitylAttirmative Action Employer — 50% Recycled110% Post Consumer Paper

FRG Operations & Maintenance Facility P-1148 — 2"d f_AR Armory
March 9, 2006
Stormwater Permit # SW8 051065
=> This application is not consistent with the expectations and standards of the
express review program. The last Request for Additional Information dated
February 21, 2006 required all items to be complete upon resubmittal or.the
project would be removed from the express program. Because the application
still has several inconsistencies/ deficiencies, a resubmittal fee of $1,000 will be
required in order for this project to remain in the express program.
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 April 6, 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].
Sincerely,
Robert D. Gordon
Environmental Engineer II
ENBIRDG: S:IWQSISTORMWATERIADDINFO120061051065mar9
cc: Fred Watkins, PE, Engineering Resources Group
Robert D. Gordon

Enoee 7gResolmes Group, LLC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Ph [phone] Fa: [phone]
February 28, 2006
Mr. Cameron Weaver
NCDENR
Express Permitting Coordinator
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Express Permit Application for:
FSRG Operations & Maintenance Facilities
P-1148 2"d LAR Armory
ERG Proj. No. 1200410AC
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. Robert Gordon, we are submitting revised sheets
for slip sheeting into the Plans. Kindly remove and replace Sheets C-130 and C-530 from the two sets
of previously submitted Armory Plans and insert the herein provided plans in their place. Kindly
discard the previous Application and Design packages for the site AFTER removing the original
signature sheets for the Application Form. We are resubmitting two sets of the Permit Application and
Design Package for the site. Please insert the original signature sheet (page 4 of the Application)
into the new packages..
We have addressed and coordinated your review comments in this submittal and attached a Response
Sheet for your use and information. The Application Fees were previously submitted. Should you need
additional information please contact this office.
Sincerely,
Fred Watkins, Jr., P.E.
Vice President
[e-mail]
RECEIVED
MAR 01 2006

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Response to DENR Letter February 21, 2006
P114�8 2" LAR Armory
1. Numbers have been verified and revised as needed.
2. Volume adjusted. Previously reported permanent pool volume was from water
surface elevation to top of bank of BMP.
3. Orifice calculation with estimated time of drawdown has been shown.
4. Cleanout elevations were reversed. They have been corrected.
5. Original Signature is supplied herein.
6. Receiving stream identification has been corrected.
7. Numbers converted to square feet and revised as needed.
8. The top of bank, elevation of 18.50, has been dimensioned.
9. The invert pipe has been adjusted as directed.
10. Normal water elevation is 14.00. The top of the outfall structure is 15.40. This is
the temporary pool elevation and all documents have been revised to show this as
the temporary pool elevation and the height of the 1" rise.
11. A stage -storage chart has been added to the grading sheet.

P. 1
FILE MODE OPTION
----------------------------
970 MEMORY TX
COMMUNICATION RESULT REPORT ( FEB.21.2006 10:41RM )
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
------------------------_------------------------------------------------
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
FAX COVER SHEET
Date: February 21, 2006 No, of Pages: 3
To: Fred Watkins, PE From: Robert Gordon
0-
Express permitting section
Company: Engineering Resources Group FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number; SW8 051065
Project Name: Camp Lejuene FSRG O&M Facilities P-1148 2"d LAR Armory
MESSAGE:
Attached is the request for additional information for Camp Lejuenes 210 LAR
Armory. The original will be mailed to the applicant and a copy will also be
mailed to you. Please call if you have any questions, Thanks.

FAX COVER SHEET
Date: February 21, 2006 No. of Pages: 3
To: Fred Watkins, PE From: Robert Gordon
Express permitting section
Company: Engineering Resources Group FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: SW8 051065
Project Name: Camp Lejuene FSRG O&M Facilities P-1148 2"d LAR Armory
MESSAGE:
Attached is the request for additional information for Camp Lejuenes 2nd LAIR
Armory. The original will be mailed to the applicant and a copy will also be
mailed to you. Please call if you have any questions. Thanks.

�QF \NA Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Khmek, P.E. Director
Division of Water Quality
February 21, 2006
CDR Laurence J. Readal, Public Works Officer
US Marine Corps - Camp Lejuene
1005 Michael Road
Camp Lejuene, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 051065
Camp Lejuene FSRG O&M Facilities P-1148 2"d LAR Armory
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Camp Lejuene FSRG O&M Facilities P-1148 2nd LAR Armory on February 13, 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.
1. There are many discrepancies in figures between the application, supplement and
calculations. Please make sure figures on these three documents are consistent.
2. The temporary pool volume is the pond volume from the permanent pool to the spillway
outlet structure. It does not include the permanent pool volume. Please correct on the
supplement.
3. Please show an actual drawdown alc/drawdown
A 1" orifice appears to draw the 1"
storage volume down in >5 days. orifice should draw the 1" volume in 2-
5 days.
4. On the supplement, the sediment cleanout elevations are incorrect. The 75125 ration
appears to be reversed. Also note that the sediment cleanout elevation in the forebay
cannot be above the designated inlet pipe invert elevation.
5. The supplement AA`o'es not contain an original signature of the applicant.
6. The (immediate) dr�age area appears to be Cogdels Creek, not the New River.
Please correct.
7. Please convert section III (6) f e application to square feet, not acres. Please note
that the pond itself is not cons dered impervious.
8. Please dimension the entire permanent pool, not just the main bay on the drawings.
9. The permanent pool (NWL) should be drawn at the bottom of the invert pipe (on the
outlet structure detail), not the top.
10. It is not clear what the temporary pool elevation is. The 1" rise on the BMP cross-
section is 14.9, the spillway elevation on the outlet structure is 15.5 and the supplement
lists the temporary pool at 15.4. Please clarify.
Norlh Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-823-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX {910) 350-2004 Internet: h2o.enr.state nc.us One
NorthCarollina
An Equal OpportunitylA(firmative Action Employer— 50% Recycled110% Post Consumer Paper Nati -ally

Camp Lejuene FSRG O&M Facilities P-1148 2nd LAR Armory
February 21, 2006
Stormwater Permit # SW8 051065
11. Please provide a stage -storage chart for the pond and forebay. This chart should show
surface area and volumes at regular intervals from the bottom elevation to the 1" water
quality volume elevation in the pond. It is used to verify forebay volume, permanent
pool volume and the water quality volume of the BMP.
=> Several of the above items were requested in the previous request for additional
information dated January 18, 2006. All of the above items must be addressed in the
next resubmittal or the project will be removed from the express program.
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 March 3, 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].
Sincerely,
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:IWQSISTORMWATERIADDINFO120061051065feb21
cc: Fred Watkins, PE, Engineering Resources Group, LLC
Robert D. Gordon

Eagmeawg Resources Group, I LC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Ph (757) %1-6215 Fx: [phone]
February 9, 2006
Mr. Cameron Weaver
NCDENR
Express Permitting Coordinator
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Express Permit Application for:
FSRG Operations & Maintenance Facilities
P-1148 2"d LAR Armory
ERG Proj. No. 1200410.0
Dear Mr. Weaver:
We are resubmitting for your review and approval two (2) originals of a Storm Water Management
Permit Application for the referenced with two (2) sets of Plans and attachments. Also included is a
check for $1,000.00 (Check #60680) for the processing fee for the second submittal.
We have included resolution to your preliminary review comments in this submittal and appreciate
your assistance in this completion. Should you need additional information please contact this office.
Sin'
,
red Watkins, Jr., P.E.
Vice President
[e-mail]
CEIVED
FEB Y s 2006
BY:

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Camp Lejeune--??
Subject: Camp Lejeune--??
From: Cameron Weaver <[e-mail]>
Date: Wed, 25 .Tan 2006 15:45:28 -0500
To: Robert Gordon <[e-mail]>, Paul Bartlett <[e-mail]>
Hi guys.
There appears to be some confusion about the Camp Lejeune projects. Fred received
Rob's add info request of January 18 and the subject refers to: * P-1151 Building
Addition to O&M Bldg.* with a* SW8 051065* permit number. This letter was your list
of 20 items and indicates that a resubmittal fee of $1000 is required because we held
the 1st meetings with Myra and then Fred has been down as well. I saw the copy of
this in the file here.
The r� cblem_ is that this /site name/ is listed as PAUL'S project in your SW
spreadsheet but with an *SW8 991204 * permit number and Paul has put down in the
spreadsheet that he issued this plan revision on January 18, presumably with,a copy
to Myra because Fred says P-1151 is not his project.
So, assuming that this is correct, the proper site name for the add info request Rob
sent to Fred should have been: *P1148 - 2nd LAR Armory, **FSRG Operations &
Maintenance Facilities, SW8 051065.
*As an aside, Fred indicated that he will be putting the other two P-1149 projects in
the mail to us soon for those reviews, as well.
Let me know if this is not correct.
Thanks!
Cameron
Cameron Weaver <Cameron.Weaver u,ncmai1.net>
One -Stop Permitting/ Express Permit Coordinator
NC DENR
Customer Service Center - Wi RO
1 of 1 1/25/2006 4:11 PM

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 18, 2006
Commander L.J. Readal
United states Marine Corps
1005 Michael Road
Camp Lejuene, NC 28547
Subject: Request for Additional Information
Stormwater Project No. SW8 SW8051065
FSRG Operations & Maintenance Facilities, P1151- Bldg. Addition to O&M Bldg
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for
FSRG Operations & Maintenance Facilities, P1151- Bldg. Addition to O&M Bldg on January
10, 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:
1. It appears page 2 of the application was for a different Camp Lejuene project. All site
data appears incorrect. Please resubmit.
2. The top portion of the entire application (not the supplement) was cut off (bad copy?).
Please resubmit a complete application.
3. Please include the applicants title on section 1 (2) of the application.
4. Please use square feet on Section 111 (6) of the application, not acres.
5. Please submit 2 drawing sets, only one was received.
6. The calculations must be PE stamped and signed.
7. Please hand initial section 11 of the wet detention supplement.
8. The sediment removal elevations listed in the operation & maintenance section of the
wet detention supplement are incorrect.
9. The applicant must sign both the application and supplement. The supplement (page 4)
was not signed by the applicant.
10. A project area must be defined and dimensioned on the plans. This area must
correspond to the project area listed on the application. For an area (such as Camp
Lejuene) where there is no defined parcel, any area may be used as long as it contains
all proposed improvements. Please note this area will provide the distinction between
on -site and off -site drainage area in section III (6) of the application.
11. The proposed impervious area listed on the application, supplement and calculations
are not consistent.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748 One
Wilmington Regional Office Wilmington, NC 26405-3845 FAX [phone] Internet: h2o.enr.state.nc.us IVorthCaroli na
An Equal Opportunity/Affirmative Act+on Employer - 50% Recycied110% Post Consumer Paper Nay jmall y

FSRG Operations & Maintenance Facilities, P1151- Bldg. Addition to O&M Bldg
January 18, 2006
Stormwater Permit # SW8 051065
12. Please show the dimensions of the permanent pool for the proposed pond.
13. The wet detention pond is required to have a 3:1 length:width ratio. Only about 2:1 is
provided. The flow path of the pond may be aincreased by reconfiguring the pond,
specifying baffles or providing a weir in the forebay (or any combination of the above).
14. The elevations listed in the project narrative are not consistent with the drawings,
calculations or the supplement.
15. The 1" required storage volume appears incorrect (the runoff coefficient appears off a
decimal). Please recalculation the runoff volume.
16. Please provide the following stage -storage information for the pond: forebay (from
bottom to permanent pool) & the entire pond (from the bottom to the 1" storage
elevation).
17. Please show the forebay berm elevation on the detail.
18. Please add a note specifying all roof drains from the building will be directed to the
permitted wet detention pond.
19. Please provide detail of the proposed trash rack. It must have a max opening size of 4".
20. The bottom elevations listed on the two pond details are not consistent.
=> Additional fees, not to exceed 50% of the original permit application fee, may be
charged for subsequent reviews due to the insufficiency of a permit application, as
specified by Section 11.4A of S.L. 2003-284.
=> Because the application has significant deficiencies, in spite of several pre -
application meetings, a resubmittal fee of $1,000 will be required for this project
in order to remain in the express review program.
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 2, 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.

F,SRG Operations & Maintenance Facilities, P1151- Bldg. Addition to O&M Bldg
January 18, 2006
Stormwater Permit # SW8 051065
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].
Sincerely,
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:IWQSISTORMWATERIADDINFO120051051065jan18
cc: Fred Watkins, PE, Engineering Resources Group
Edward Beck, Wilmington Regional Office
Robert D. Gordon

Engrtle07M'Resources Group, LLC
5265 Providence Road, Suite 202
Virginia Beach, VA 23464
Ph [phone] Fa: [phone]
January 6, 2006
Mr. Cameron Weaver
NCDENR
Express Permitting Coordinator
127 Cardinal Dr.
Wilmington, NC, 28405
Re: Express Permit Application for:
FSRG Operations & Maintenance Facilities
P-1148 2nd LAR Armory
ERG Proj. No. 1200410.0
Dear Mr. Weaver:
I z
JAN 1 0 2006
BX: �- ��
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 Plans and attachments. Also included is a
check for $4,000.00 (Check #54302) for the processing fee.
We have included resolution to your preliminary review comments in this submittal. Should you need
additional information please contact this office.
Si cerely,
Fred 4Watkins, Jr., P.E.
Vice President
[e-mail]

r
VENDOR NUMBERA9109
INVOICE
DATE
AMOUNT
DISCOUNT
NET
DESCRIPTION
SDV111605
11/16/05
4,OMOU7
R
B
4,000.00
6804921 WB
EC-11EIVED
JAB! 1 0 2006
HASK ELL
Amerka's Deslgn-Bulld Leaded'
CHECK TOTAL AMOUNT 44,000.00
DATE CHECK NO. AMOUNT
11/17/05 00054302 $****.*4,000.00
70-1558
719
PAYFOUR THOUSAND AND 00l100***'*************"`**`***"`*•••••`•••*••,••`•••••`••••••,•,
TO THE ORDER OF
,North Carolina Dept. of environmental <
/l
and Natural Resources —4
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Harris N.A.
Roselle, Illinois
Ln n Amount > $23000.00 requires 2 signatures

ip Ujucne FSRG N-ojCM r]
Subject: Camp Lejuene FSRG Projects
I1rom: Jones, Myra W <rnyra.lones ci.thcliaskcllco.com> 1� Date: Fri, 23 Sep 2005 10:56:02 -0400
4'o: "Cameron Weaver" <Can]ci-orl.WeaverCl nciiiail.net> rr
CC: "Walo, Gary R." <[e-mail]>, "Willis, Larry W."
<Larr-y.Willis cr thehaskellco.com>, "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. I
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 gesday, Septemb 7 My flight gets in
late morning so early afternoon would be great for me. Thanks agar for or all of y ur assistance. I look
forward to meeting every n Tuesday. Thanks again and hope you have a great weekend. Myra O
-��F--
«P-1151,p�Cf?> « -1148 p d f > «P-1149a.pdf <'-1149v.pdf»
Myra W. Jonts, �._..�
1 �(:
Senior Civil Engineer
The Haskell Company
111 Riverside Avenue
Jacksonville, Florida' 32202
P: 904/791-4666
F: 904/791-4699
_.
Content -Description: P-1151.pdf
P-1151.pdf i Content -'Type: appIicat] or -/octet -stream
Content -Encoding: basc64
_.. _.. - -
;1
.P-1148.pdf Content -Description: P-I148.pdf
I of 2 9/23/2005 1:07 PM

New Camp Lejuene Projects
Subject: NcNv Camp Lejuene Projects ]� 1� ✓
From: "Jones, Myra W" <[e-mail]> t l 1
Date: Tue, 20 Sep 2005 17:12:49 -0400 �) 2—
To: <[e-mail]>
l I�
CC: "Salem, Charlie" <[e-mail]>, "Walo, Gary R." f
<gary.,A,[e-mail]>, "Willis, Larry W." <[e-mail]>, "Gillum, Paul
E." <[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 projects. Please 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 LAR 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 ;,
P-1149 contains two different buildings and two different building locations.
The first building will be 1BN/9 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
of 2. 9/2 1/2005 11.08 AM

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WDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive. Wilmington NC 28405 [phone] FAX (91C) 350-2004
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 Coro, Came Le eune
Address 1005 Michael Road City/State Camp Leieune, NC Zip 28547 County Onslow
Phone [phone] Fax 910I451-5889 Email canadvbd c( leieune.efdlant.navfac.navy.mil
PROJECT Name FSRG Ooerations & Maintenance Facilities — P-1149 --1 BNl9 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,'[e-mail]
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream cads; 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 1.6 Ac +I- to be disturbed.
WULANDS (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: NIA Acre(s)
USACOE Approval of Delineation completed ❑ Yes ® No
404 Application in process wIUSACOE ❑Yes ®No l 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 $

050550jj�SRG Operations and Maintenance Facilities, MCB Camp Lejeune, NC
:onduit r-k
3.
SITE ANALYSIS
under tha5j`
��°
,
lily? and tlr:
Existing Site Conditions
;'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
the
following pages are intended to covey a general understanding of the existing sites
Jified under-,°
_gin
;character,
features and conditions. A general characterization of each site is as follows:
const�uct�p
a'
IoT'nd LAR lru1)dinS75
ig struCtur
and subrriit';'
:h structurat>%';
The existing 2°' LAR Complex is located in and around Building 575, as indicated on
'O'
the RFP drawings, off McHugh Boulevard near Street. A portion of renovation/
e structurj:'�:
.., , s
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 to'4ep;
to sustain Company storage access inside Building 575.
penings ans�-.
load -bearing''
The new 2"' LAR Armory, 'Echo' Company's tactical vehicle parking area, and a POV
:s:,,.
door jarntsE,of
;4
parking area shall be located on a partially wooded site immediately to the northwest
,ings wiftUt=J.
Building 575. This site is relatively flat and bordered to the south by a deep ditch.
-
-upants.
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
of
t
site, and shall be demolished under this contract. Drainage shall be accomplished by
providing; F
and adding:
.
collecting all surface water and piping via catch basins, curb inlets and underground
for analyzing L
piping to a new BMP, or stormwater retention pond, to be located at the southwest
ti'
; ,
corner of the site, with outfall to the existing ditch. Existing utilities for this site are
making:alii
indicated partially upon the RFP drawings, and the reference drawings for existing
the existing; 4
if
�;<
Building 575 included under Part Six of this RFP. There are no known wetland areas
,ure walls.;
the exteriaF'
;':
delineated at the edge of the ditch immediately adjacent to the site.
r':
that was r14t
ed to submit".
{
Pro ect P-1149, V, BN/9 Armory and Vehicle/Electronic Communications
=ndations fOor-
G....
s'„
arntenance
necessary
shall be ,;r
;;
The 1" BN/9 Vehicle/Electronic Communications Maintenance Facility shall be
ng
used shelters:';=":, y
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
r
west to Julian C. Smith Drive. The site gently slopes downward from 'F' Street south
toward 'C' 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 i5
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
y
surface water a��d piping via catch basins, curb inlets and underground piping to a
PROJECT PROGRAM

FSRG Operations and Maintenance Facilities, MCB Cam Lejeune, NC 05055023 '
p 1 r _- F5
C.
new 6MP, or stormwater retention pond, to be located along the south side of the
site, v%,ith 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 th,
middle of an enlisted personnel barracks complex off of 'C' Street in the Hadnot Poin
area, as shown on the RFP drawings. This site is surrounded by four existing three
story barracks. There are few significant features of site demolition; however, th,
Contractor must create a vehicle entrance to the site at an existing 90-degree turn it
the existing driveway. This area is encumbered by a large number of POV's ant
pedestrians. Existing underground steamlines also cross this site. It shall
necessary to elevate the Armory floor slab above existing grade in order to cre4
positive drainage around the site. Drainage shall be accomplished by collecting of
surface water and piping via catch basins, curb inlets and underground piping to the
existing underground storm drainage structures. Existing utilities for this site ari
indicated partially upon the RFP drawings and the reference site drawings for thi
existing Enlisted Barracks complex included under Part Six of this RFP. iz
The medical wing Addition for 2" FORCE RECON shall be located in a relatively f!
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 requi€
and the Contractor shall carefully sawcut, remove and patch existing heavy_.
pavements to facilitate the work.
Cafe shall be exercised at this site to conduct all construction operations in
way so as to minimize disruption of the 2n' FORCE RECON's ongoing opera
the Building A66 complex.
3.2 Site Development Requirements
The RFP drawings include conceptual site layouts intended to delineate acceptabl
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 pr
PROJECT PROGRAM Page 10
Ph
all
Co

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AT 3-7� J
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($).
FAX or email to Cameron. Weaver(d)ncmail.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 Corp, -Camp Leieune
Address 1005 Michael Road City/State Camp Leieune, NC Zip 28547 County Onslow
Phone [phone] Fax [phone] Email canadybd@le'eune.efdlant.navfac.payy.mil
PROJECT Name FSRG Operations & Maintenance Facilities — P-1151 Buildina Addition to 0 & M Buildin
PROJECT SYSTEM(S) TRIBUTARY TO Courthouse Bay (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 Determination; # 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 .
Z Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY
Z Erosion and Sedimentation Control Plan with 0.3 Ac to be disturbed.
WETLANDS (401)
Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that appi
Wetlands Will Be Impacted ❑ Yes ® No Wettand Impacts: NIA 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 $

FSRG Operations and Maintenance Facilities, 1ACB Camp l.ejeurie, NC 05055023
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
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
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 in
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 bi�l
necessary to eEevate the Armory floor slab above existing grade in order to create:
positive drainage around the site. Drainage shall be accomplished by collecting all'r
surface water and piping via catch basins, curb inlets and underground piping to the:
existing underground storm drainage structures. Existing utilities for this site are!;
indicated partially upon the RFP drawings and the reference site drawings for th,
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 s
be carefully sawcut, removed and patched in order to facilitate the work. An exis
8-inch diameter, underground waterline must be relocated to outside the prope
Addition's footprint. It is anticipated that a piled foundation for all new exterior w
and load -bearing elements shall be provided for the medical wing Addition, matcl
the existing building's foundation.
Underground utility distribution to existing Shelters SA67 and SA68 shall be repui
and the Contractor shall carefully sav,Icut, 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" 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 td
definitive, the Contractor and its Architect -Engineer should avoid deviations Lin
supported by justifying field data or considered by the Government to enhance the prof
PROJECT PROGRAM Page 10
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I
NtDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-111 all information below and CHECK required Permit(s).
FAX or email to Cameron. [e-mail] along with a narrative and vicini 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 Le'eune
Address 1005 Michael Road City/State Camp Leieune, NC Zip 28547 County Onslow
Phone 910A51-2581 Fax [phone] Email canadybd�ieieune.efdla_nt.navtac.navY.m_ iI
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 Determination; # 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 +I- to be disturbed.
WETLANDS (401)
Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ❑ yes ® No
Check all -that aA�1y
, Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts: NIA Acre(s)
Wetlands Delineation has been completed ❑ Yes ® No ® Suffers Impacted: NIA 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 DFNR use only
SUBMITTAL DATES:
Fee Split for multiple permits:
SW
$
CAMA
$
LQS
$
401
$ Total Fee Amount $ __

05055044Wf5RG Operations and Maintenance Facilities, MCB Camp Lejeune,
onduit ri b SITE ANALYSIS
under it
lily} and the
3.1 Existing Site Conditions
:: 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
�ified and on the following pages are intended to covey a general. understanding of the existing sites'
e proposed '
'character, features and conditions. A general characterization of each site is as follows:
-onstructi
48,2n_dBARPe'w1k"'`^� g�--,•�r - .7
ig structu5ir:n — — _
and submit` The existing 2'� LAR Complex is located in and around Building 575, as indicated on
_h structurl the RFP drawings, off McHugh Boulevard near 'O' Street. A portion of renovation/
e struCtdi1 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.
)osed to-ii
penings and``
load-bearings'parking
-';'
The new 2" LAR Armory, 'Echo' Company's tactical vehicle parking area, and a POV
hoar jams
area shall be located on a partially wooded site immediately to the northwest
ings withOLttx;
,`
-
• '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
:upants
pole -mounted lights, fences, and a short cellphone tower are located on the existing
"r
of providirig�
~`
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 analyzingr�
piping to a new BMP, or stormwater retention pond, to be located at the southwest
1 making ail^_
,..
;;•:.
corner of the site, with outfall to the existing ditch. Existing utilities for this site are
the existii� g4°
indicated partially upon the RFP drawings and the reference drawings for existing
ure vtralls.:�
Building 575 included under Part Six of this RFP. There are no known wetland areas
the exteriors:
delineated at the edge of the ditch immediately adjacent to the site.
hat was not'
to submi#''
}
Project P-1 149, 1 ° BN/9 Armor an Vehicle/Electronic Communications
ed
�ndations fajP i
Maintenance Facilit ,:
necessary
shall be �'�� .. �
.r;:.•
The 1' BN19 Vehicle/Electronic Communications Maintenance Facility shall be
n g
Shelters'.
;.
constructed on a relatively clear site located next to existing Building HP237 in the
used
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 fit, 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'
r '
Street shall remain undisturbed. Drainage shall be accomplished by collecting all
JN
_.,>-`
�•;..
surface water and piping via catch basins, curb inlets and underground piping to a
PROJECT PROGRAM

FSRG Operations and Maintenance Facilities, MCB Camp l_ejeune, NC 05055023 FS
C.
new BMP, or stormwater retention pond, to be located along the south side of the : ' sit
site, with outfah 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,;,
or,..°:.to
existing Building HP-237 included under Part Six of this RFP. h,
The I' BN/9 Armory shall be constructed on a clear, near -flat site located in then
middle of an enlisted personnel barracks complex off of 'C' Street in the Hadnot Point ::J
area, as Shown on the RFP drawings. This site is surrounded by four existing three=_,
:. r
story barracks. There are few significant features of site demolition; however, the;h
�:..
Contractor must create a vehicle entrance to the site at an existing 90-degree turn ing
ra all
the existing driveway. This area is encumbered by a large number of POWs an&t' E
pedestrians. Existing underground steamlines also cross this site. It shall
necessary to elevate the Armory floor slab above existing grade in order to create_::r`sp1
positive drainage around the site. Drainage shall be accomplished by collecting alf:�
to;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 th!
s.,
existing Enlisted Barracks complex included under Part Six of this RFP. .r=
The medical wing Addition for 2"' FORCE RECON shall be located in a relatively fl
paved area in front of existing Building AGG. 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, match'i
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" FORCE RECON's ongoing operas
the Building AGG 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 to,
definitive, the Contractor and its Architect -Engineer should avoid deviations uri.
supported by justifying field data or considered by the Government to enhance the prof'
PROJECT PROGRAM Pagel 0

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NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
10/26/2005
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
C�
USMC
Cdr. L. J. Readal, Public Works Officer
1005 Michael Road
Camp Legeune, NC 28547
RE: Project Name: 2nd LAR Armory Operations & Maintenance Facilities FSRG
Project ID: Onslo-2006-112
County, Street: Onslow, McHugh Blvd & "O" Street
River Basin: White Oak
Submitted By: Haskell Archetcts & Eng.
Date Received by LQS: October 25, 2005
Plan Type: NEW
Dear Cdr. Readal:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)). The
Act requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil
erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The review period for an express review is three days of receipt of a complete plan. If additional
information is requested, it must be submitted within five working days of receipt.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have' performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted_ before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Carol N. Miller
Assistant Regional Engineer
cc: Ms. Myra W. Jones, P.E., Haskell Architects & Engineers
LQS-WiRO; 5WS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: 2nd LAR Armory_Oper._&_Main. Fac. FSRG DATE: 1012512005
PROJECT NO.: Onslo-2006-112 COUNTY. Onslow
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received by this office no later than November 1, 2005 . Failure to meet this schedule may result in
disapproval of your plan. The following items shall be incorporated with respect to specific site conditions, in an erosion and sediment
control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams, lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shah be considered
separate land -disturbing activities and must be permitted either thru the
Sedimentation PolIution ControlActas a one -use borrow site or through the
Wring Act,
Required Army Corps 404 permit and Water Quality 401 certification (e,g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations for Acreage of land
being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course
(only where stormwater discharges are to occur)
Comments: See Attachment.
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design talcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
Design talcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design talcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 15 working days or 30 calendar
days (whichever is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FRIO Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOffice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control (ind udi ng installation of critical measures prior to
the initiation of the land -disturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
Project Name: 2nd LAR Armory Operations & Maintenance Facility FSRG
Project # Onslo-2006-112
Please respond by: November 1, 2005
1. Please provide maintenance schedule for the silt sacks proposed for drop inlets.
2. Replace hay bales with rock check dams in swales.
3. Denote all proposed site improvements in darker lines (to distinguish from existing features) and/or label.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]