SW8030406_HISTORICAL FILE_20030626

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p3 c)4 v L
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2a03 b� ZC�
YYYYMMDD

Vq A rF9CID
Q�
Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7 - Alan W. Klimek, P,£.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 26, 2003
Commander Ben Pina
Camp Lejeune Marine Corp Base
1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit No. SW8 030406
Building 825 Parking Lot
High Density Stormwater Project
Onslow County
Dear Commander Pina:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Building 825 Parking Lot on June 24, 2003, 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 214.1000. We are forwarding Permit No. SW8 030406
dated June 26, 2003, for the construction of Building 825 Parking Lot.
This permit shall be effective from the date of issuance until June 26, 2013, 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
Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:Ism S:1WQSISTORMWATIPERMIT1030406.june03
cc: Joseph C. Avolis, P.E.
Onslow County Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]CDENR

State Stormwater Management Syslems
Permit No. SW8 036406
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
Camp Lejeune Marine Coip Base
Building 825 Parking Lot
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 June 26, 2013, 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.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 258,067 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.
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 030406
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
Camp Lejeune Marine Corp Base
Building 825 Parking Lot
i
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 June 26, 2013, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 258,067 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.
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 030406
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, sq. ft.:
Offsite, sq. ft.:
Total Impervious Surfaces, sq. ft..-
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, sq. ft.:
Permitted Storage Volume, cubic ft.:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, cubic ft.:
Building 825 Parking Lot
SW8 030406
Onslow County
Commander Ben Pina
Camp Lejeune Marine Corp Base
1005 Michael Road
Camp Lejeune, NC 28547
June 24, 2003
New River / White Oak
19-(15.5)
"SC NSW"
10.46
455,550
none
258,067
4.0
90% (no filter is required)
25.5
25,600@Permanent Pool
24,307
26.4
2.5" � (drawdown in 2-5 days)
15,313
V<

State Stormwater Management Systems
Permit No. SW8 030406
11. 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.
C. 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.
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 not be allowed in the stormwater treatment system.
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. 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, 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.
4

State Stormwater Management Systems
Permit No. SW$ 030406
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11, 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.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
II1. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, 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.
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 Penmittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. to 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.

State Stormwater Management Systems
Permit No. SW8 030406
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.
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 26`h day of June, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
J`C V- ft�A A,4—,o
Alan W. Klimek, P.E iD rector
Division of Water Quality
By Authority of the Environmental Management Commission
ro

State Stormwater Management Systems
Permit No. SW8 030406
Building 825 Parking Lot
Stormwater Permit No. SW8 030406
Onslow County
Designer's Certification
1, , 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
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
7

State Stormwater Management Systems
Permit No. SW8 030406
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. The outlet/bypass structure elevations are per the approved plan.
S. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outletibypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
IL . Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
CC' NCDENR-DWQ Regional Office
Onslow County Building Inspections
E:3

«� Permit No.
(to be provided by DIV&
State of North Carolina
Department of Envirorunent and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu form may be photocopied for use as an original
DWO Stormwater Management, Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT I.INTFORMA.TION
Project Name: Building 825 Parking Lot
Contact Person: —Joseph C. Avolis P.E. Phone Number: f 252 633-0068
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 21.5 ft.
Permanent Pool Elevation 25.5 ft.
Temporary Pool Elevation 26.4 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 251600 _ sq. ft. (water surface area at the orifice elevation)
Drainage Area 10.46 ac. (on -site and off -site drainage to the basin)
Impervious Area 5.92 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
S A(DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SNVU-102 Rev 3.99
76,565 _ cu. ft. (combined volume of main basin and forebay)
24,307 cu. ft. (volume detained above the permanent pool)
1 5, 31 3 cu. ft. (approximately 20% of total volume)
4.96 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85110 required)
Pasie 1 of 4

Footnotes:
1 When using the Division SAMA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries..
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach jt2sti illation.
Applicants Initials
a. The permanent pool. depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 2017o of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice. _
k. A recorded drainage easement is provided for each basin including access to nearest right -
of --way.
if the basin is used for stdirnent and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) Akdoax 0 does not incorporate a vegetated filter at the outlet..
This system (check one) 0 does x%O 1 x incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

;Vlaintena.nce activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed. .
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When .the permanent pool depth reads 3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads -i _ ' feet in the forebay, the sediment shall be removed.
B ASLN DUGK4M
(fill in the blanks)
r
0 Permaneot Pool Elevation
Sediment Re oval El. 2 2 . 5j75------------Sediment Removal Elevation 2 2. 5 75% .
Bottom
Eke atioo 21 _ 5-----------------------y-------------------- - --
�� Bottom Elevation 2 - 5' 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
.m SWU-102 Rev 3.99 Pa-e 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acltnowledae and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: B.D. P i na
Tide: CDR/CEC/USN
Address: 1 005 Michael Road Camp Lej eune, NC 28547
Phone: (91 0) 451 - 0 Ext. 203
Signature: 1 _�-�-
Date:
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
a Notary Public for the State of
County ofi_�!J _ , do hereby certify thati�
personally appeared before me this day of23 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL ..
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

STORMWATER MANAGEMENT NARRATIVE
CONSTRUCT PARKING LOT
BUILDING 825
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
Building 825 located on Stone Street at the Marine Corps Base Camp Lejeune was previously
used as a middle school. The building is presently no longer used. Renovation plans are in the
design process for converting the building and the site into use as the location of the base's
college programs. The building and its associated surrounding sidewalks will remain in their
present configuration. The front parking area will be demolished, regraded, repaved and
enlarged. An additional parking area will be constructed on the northern side of the site.
The existing Building 825 has a roof drainage system which collects roof runoff and discharges
to the rear of the building away from the drainage watershed associated with the new
construction. The runoff from the front parking and drive areas, the front grassed areas, the side
parking area and the western lane of the existing Stone Street are all collected for treatment. The
project built -upon area is 56.6%.
The stormwater treatment system for the site is a wet detention pond sired for 90% TSS removal.
The pond will have a four foot permanent pool depth. The minimum required permanent pool
surface area is 22,595 square feet. The provided surface area is 25,600 square feet. The pond is
designed to treat the runoff associated with the one -inch storm in less than five days.
The pond outlet structure will discharge into a 3:1 side sloped grassed swale prior to discharge
into an existing manmade drainage ditch. The stormwater detention pond is designed with a 3:1
length to width ratio and will incorporate a single forebay. All runoff will enter on the opposite
end from where it will discharge.
Approximately 60% of the stormwater runoff from this project will be pretreated in grass lined
drainage swales prior to discharging into the stormwater detention pond.
Section 404 Wetlands exist approximately 90 feet east of the proposed stormwater detention
pond. This project will not adversely impact these wetlands.

AVOLIS ENGINEERING, P.A.
P.O, Box 15564 • New Bern, North Carolina 28561 • [phone]
June 23, 2003
Ms. Laurie Munn
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
R!
JUN 2. 4 6003
B�.
RE: Additional Information, Stormwater Permit
#SW8 030406, Building 825, Marine Corps Base
Camp Lejeune, North Carolina
AE Project No. 02143
Dear Laurie:
Enclosed please find additional information for the above -referred project in response to your
letter of June 5, 2003.
We have provided distance and angles for the project area. There are not any property lines since
this project is on the base.
We appreciate your assistance with this project. If you should have any questions, please do not
hesitate to call.
Sincerely,
4ph . Avo is, P.E.
P si nt

P. 1
ESUf_T REPORT ( JUN. 6.2083 1.p4Afl )TTI NCDENR WIRO
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State of North Carolina
Department of 'Environment and Natural Resources
"Wilmington Regional Office
Michael F. Easley, Governor 'William G. Ross 7r., Secretary
FAX COVER SHEET
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To;"ror�: -1
FAX # D -- FA.X#: 910-O�zooa
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117 Cardinal Drive Utenalan, Wllmsngton, N.C.10405-394S TvItphnno [phone] Pas [phone]
An Equal Oppurtonity AfrarmutiVe Aston Employer

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O�pF W ATF,9QG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
r north Carolina Department of Environment and Natural Resources
.4 'r Alan W. Klimek, P. E., Director
Division of Water Quality
June 5, 2003
Commander Ben Pina
Camp Lejeune Marine Corp Base
1005 Michael Road
Camp Lejeune, NC 28547
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8.030406
Building 825 Parking Lot
Onslow County
Dear Commander Pina:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Building 825 Parking Lot on April 9, 2003. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
Please specify the wetland species to be planted on the 6:1 shelf of the pond.
2. Please provide dimensions on the pond and label the permanent pool elevation.
Please provide dimensions and bearings on the property lines.
Please provide separate tables for the forebay and main pool elevations, areas, and
volumes. I am unsure if the table in the calculations is for the entire pond or just the main
pond.
5. On Item 4 of Section III of the Wet Detention Basin Supplement, please provide the
actual depth, not the elevation, of the sediment removal. This will allow the sediment
depth to be determined without needing a reference elevation. I am returning the original
application to the engineer for this change to be made.
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 July 5, 2003, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCI)EN'.

Commander Pina
June 5, 2003
Stormwater Project No. SW$ 030406
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 Division is allowed 90
days from the receipt of a completed application to issue the permit.
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,
Laurie Munn
Environmental Engineer
RSS/:lsm S:1WQSlSTORMWATIADDINFO120031030406.june03.doc
cc: Laurie Munn
Joseph C. Avolis, P.E.

STORMWATER SUBMITTAL REQUIREMENTS
DETENTION POND
A. Site Plan
1.
Development/Project Name
2.
Designer=s seal, signature, name and firm.
✓
3.
Legend
�✓
4.
North Arrow
5.
Location Map with direction, distance to named streets, NCSR numbers.
6.
Scale
✓
7.
Date
✓
S.
Revision number and date
,✓
9.
Original contours, proposed\contours, spot elevations, finished floor elevations.
✓
10.
Existing drainage, including off -site. Provide a map of any offsite areas.
11.
Property/Project boundary lines, dimensioned.
12.
Mean High Water Line, if project is adjacent surface waters.
13.
Drainage easements, catch basins, pipe sizes, inverts.
14.
Wetlands delineated, or a note on the plans that none exist. Ponds may not be located
in a wetland.
15.
Details of the road, parking, cul-de-sacs, including sidewalks, curb and gutter..
16.
Drainage area to each pond delineated.
l 7.
Dimensions of the permanent pool.
18
Vegetated filter detail if using 85% TSS. This is NOT a connector ditch.
19.
Dimensions of the road, parking cul-de-sacs, sidewalks, and curb and gutter.
20.
Unit footprint with dimensions and concrete wood deck areas noted.for apartments
—�C
or condo development.
21.
Forebay at each inlet. (Prefer one inlet)
22.
Inlets located such that entire pond is used for treatment and no short-circuiting.
23.
Pond/forebay section detail with:
Bottom elevation
Permanent pool elevation PP
Storage pool elevation SP
Slopes: 3:1 above permanent pool
Vegetated shelf located below permanent pool, 6:1 slope, with begin and end
elevations around main pond. (Not required inside forebay)
rebay bottom elevation, 3A slo es
N (� Forebay weir elevation between PP and D .
24.
Outlet structure detail with-rasli ack-arl�d3ifice size specified. Maximum trash rack
opening size is 4".
__-23'.
Note on plans that all roof drains must be directed so as to be picked up by the pond.
26.
A 3:1 L:W ratio has been provided for the pond.
27.
Maximum average pond depth of 6'. (Parts of pond may be deeper -up to 75)
�Z�8.
Vegetation requirements for pond slopes and wetland species for the 6:1 shelf are listed.
�
Weeping Love grass is not suitable for use in North Carolina.
r c�' a,nGt p e c�- p rod

STORMWATER SUBMITTAL REQUIREMENTS
DETENTION POND (cont)
B. Calculations
I . 85% or 90% TSS Chart noted.
2. Pond depth.
3. SA/DA ratio calculation.
4. Required surface area at permanent pool.
5. Provided surface area at permanent pool (Based on pond dimensions)
b. Provided surface area at temporary design pool.
7. Required volume calculation.
8. Provided volume calculation.
9. Orifice size based on required 1" volume, using average head to design pool elevation.
10. Designer=s seal.
11. Built -upon area to each pond.
12. Forebay designed to hold 20% of the permanent pool volume. (Range of 18-22 OK.)
13. Non -erosive flow for 10 yr, storm in the vegetated filter, if using 85% TSS.
C. Supporting Documentation
1. Completed permit application and supplement.
a. Is the person who signed the landowner or a leasee? Must be landowner.
b. All sections and blanks completely filled in.
C. Check signature per .1003 (e). Make sure title is provided.
d. If agent signs, signatory authorization from owner.-
C. Wet detention supplement sheet provided.
f. Mailing address & phone of applicant- no CIO.
g. Verify water body classification.
h. Justifications for not meeting a design requirement.
i. If a modification, include Designer=s Certification.
j. Hand initial design requirements.
2. Proposed deed restrictions
215 Y4
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o�OF wArF9QG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
June 5, 2003
Commander Ben Pina
Camp Lejeune Marine Corp Base
1005 Michael Road
Camp Lejeune, NC 28547
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8.030406
Building 825 Parking Lot
Onslow County
Dear Commander Pina:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Building 825 Parking Lot on April 9, 2003. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
I . Please specify the wetland species to be planted on the 6:1 shelf of the pond.
2. Please provide dimensions on the pond and label the permanent pool elevation.
Please provide dimensions and bearings on the property lines.
4. Please provide separate tables for the forebay and main pool elevations, areas, and
volumes. I am unsure if the table in the calculations is for the entire pond or just the main
pond.
On Item 4 of Section III of the Wet Detention Basin Supplement, please provide the
actual depth, not the elevation, of the sediment removal. This will allow the sediment
depth to be determined without needing a reference elevation. I am returning the original
application to the engineer for this change to be made.
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 July 5, 2003, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
NC ENR

Commander Pina
June 5, 2003
Stormwater Project No. SWS 030406
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 Division is allowed 90
days from the receipt of a completed application to issue the permit.
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,
Laurie Munn
Environmental Engineer
RSS/:Ism S:IWQSISTORMWATIADDINFO120031030406 june03.doc
cc: Laurie Munn
Joseph C. Avolis, P.E.

AVOLIS ENGINEERING, P.A.
Z::�,J P,O. Box 15564 • New Bern, North Carolina 28561 • [phone]
rJ
f .36 f/
2003
March 20, 2003�=
Ms. Linda Lewis
Environmental Engineer
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Coastal Stormwater Permit Application, Construct Parking Lot Building 825
Marine Corps Base Camp Lejeune, North Carolina
Dear Linda:
Enclosed please fund our submittal for the above -referenced project consisting of the following:
• Stormwater Permit Application and Wet Detention Basin Supplement
(Original and One Copy)
• Stormwater Management Narrative (Two Copies)
• Project Plans (Two Copies)
• Project Specifications (Two Copies)
• Calculations (Two Copies)
• $420 Permit Fee
Enclosed in the calculations is a copy of the USGS Map which also shows the project area.
Should you have any questions regarding this project, please do not hesitate to give me a call.
Sincerely,
o&sidnt
volis, P.E.
Pr

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CONSTRUCTION CONTRACT: N62470-02-13-3543
CONSTRUCT PARKING LOT, BUILDING 825
Marine Corps Base
Camp Lejeune, North Carolina
Prepared for:
Officer in Charge/Resident Officer in Charge
4 Jacksonville, North Carolina
Naval Facilities Engineering Command
Camp Lejeune, North Carolina
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, North Carolina 28561
February 19, 2003
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s ' CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEUEUNE 05023543
SECTION 01575
TEMPORARY ENVIRONMENTAL CONTROLS
10/01
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
U.S.
DEPARTMENT OF DEFENSE (DOD)
MIL-S-16165
(Rev E) Shielding Harnesses, Shielding
Items and Shielding Enclosures for Use in
the Reduction of Interference from Engine
Electrical Systems
MIL-STD-461
(Rev E) Control of Electromagnetic
Interference Emissions and Susceptibility
MIL-STD-462
(Rev D; Notice 4) Electromagnetic
Interference Characteristics
U.S.
ENVIRONMENTAL PROTECTION AGENCY (EPA)
EPA
832-R-92-005
(1992) Storm Water Management for
Construction Activities
U.S.
NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29
CFR 1910
Occupational Safety and Health Standards
40
CFR 122.26
EPA National Pollutant Discharge
Elimination System Permit Regulations
40
CFR 261
Identification and Listing of Hazardous
Waste
40
CFR 262
Generators of Hazardous Waste
40
CFR 263
Transporters of Hazardous Waste
40
CFR 264
Owners and Operators of Hazardous Waste
Treatment, Storage, and Disposal Facilities
40
CFR 265
Owners and Operators of Hazardous Waste
Treatment, Storage, and Disposal Facilities
SECTION 01575 Page 1

r ' CONSTRUCT PARKING LOTS, BUILDING 825, MCR CAMP LEJEUNE 05023543
40 CFR 300 National Oil and Hazardous Substances
Pollution Contingency Plan
49 CFR 171 General Information, Regulations, and
Definitions
49 CFR 172 Hazardous Materials Tables and Hazardous
Materials Communications Regulations
49 CFR 178 Shipping Container Specification
1.2 Contractor Liabilities for Environmental Protection
Contractors shall complete and provide environmental training documentation
for training required by Federal, State, and local regulations.
1.3 DEFINITIONS
1.3.1 Sediment
Soil and other debris that have eroded and have been transported by runoff
water or wind.
1.3.2 Solid Waste
Rubbish, debris, garbage, and other discarded solid materials, except
hazardous waste as defined in paragraph entitled "Hazardous Waste,"
resulting from industrial, commercial, and agricultural operations and from
community activities.
1.3.3 Sanitary Wastes
Wastes characterized as domestic sanitary sewage.
1.3.4 Rubbish
Combustible and noncombustible wastes such as paper, boxes, glass,
crockery, metal, lumber, cans, and bones.
1.3.5 Debris
Combustible and noncombustible wastes such as ashes and waste materials
resulting from construction or maintenance and repair work, leaves, and
tree trimmings.
1.3.6 Chemical wastes
This includes salts, acids, alkalies, herbicides, pesticides, and organic
chemicals.
1.3.7 Garbage
Refuse and scraps resulting from preparation, cooking, dispensing, and
consumption of food.
1.3.8 Hazardous Waste
Hazardous substances as defined in 40 CFR 261 or as defined by applicable
State and local regulations.
SECTION 01575 Page 2

I I CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
1.3.9 Hazardous Materials
Hazardous materials as defined in 49 CFR 171 and listed in 49 CFR 172.
1.3.10 Landscape Features
Trees, plants, shrubs, and ground cover.
1.3.11 Lead Acid Battery Electrolyte
The electrolyte substance (liquid medium) within a battery cell.
1.3.12 Oily Waste
Petroleum products and bituminous materials.
1.3.13 Class I Ozone Depleting Substance (ODS)
Class I and Class II ODS are defined in Sections 602 (a and b) of The Clean
Air Act.
1.4 SUBMITTALS
Submit the following in accordance with Section 01330, "Submittal
Procedures."
SD-01 Preconstruction Submittals
Environmental protection plan
Preconstruction survey report
Pollution Prevention Plan
SD-11 Closeout Submittals
Solid waste disposal permit
Disposal permit for hazardous waste
Environmental training documentation
Permit to transport hazardous waste
Hazardous waste certification
Erosion and sediment control inspection reports
Environmental Plan Review
Annual Report of Products Containing Recovered Materials
1.4.1 Solid Waste Disposal Permit
Submit one copy of a State and local permit or license for the solid waste
disposal facility.
1.4.2 Disposal Permit for Hazardous Waste
SECTION 01575 Page 3

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
Submit a copy of the applicable EPA and State permits, manifests, or
licenses for transportation, treatment, storage, and disposal of hazardous
waste by permitted facilities.
1.4.3 Permit to Transport Hazardous Waste
Submit one copy of the EPA or State permit license, or regulation for the
transporter who will ship the hazardous waste to the permitted Treatment,
Storage, and Disposal (TSD) facility.
1A .4 Hazardous Waste Certification
Submit written certification that hazardous waste turned in for disposal
was generated on Government property and is identified, packaged, and
labeled in accordance with 40 CFR 261, 40 CFR 262, and 40 CFR 263.
1.4.5 Erosion and Sediment Control Inspection Reports
Submit to the Contracting Officer once every 7 calendar days and within 24
hours of a storm event that produces 0.5 inch of rain.
1.5 ENVIRONMENTAL PROTECTION REGULATORY REQUIREMENTS
Provide and maintain, during the life of the contract, environmental
protection as defined in this Section. Plan for and provide environmental
protective measures to control pollution that develops during normal
construction practice. Plan for and provide environmental protective
measures required to correct conditions that develop during the
construction of permanent or temporary environmental features associated
with the project. Comply with Federal, State, and local regulations
pertaining to the environment, including but not limited to water, air,
solid waste, and noise pollution.
1.6 ENVIRONMENTAL PROTECTION PLAN
1.6.1 Contents of Environmental Protection Plan
a. Include any hazardous materials (HM) planned for use on the
station shall be included in the station HM Tracking Program
maintained by the Safety Department. To assist this effort,
submit a list (including quantities) of HM to be brought to the
station and copies of the corresponding material safety data
sheets (MSDS). Submit this list to the Contracting Officer. At
project completion, remove any hazardous material brought onto the
station. Account for the quantity of HM brought to the station,
the quantity used or expended during the job, and the leftover
quantity which (1) may have additional useful life as a HM and
shall be removed by the Contractor, or (2) may be a hazardous
waste, which shall then be removed as specified herein.
b. The Environmental Protection Plan shall list and quantify any
Hazardous Waste (HW) to be generated during the project.
C. In accordance with station regulations, store HW near the point of
generation up to a total quantity of one quart of hazardous waste
or 55 gallons of hazardous waste. Move any volume exceeding these
quantities to a HW permitted area within 3 days. Prior to
generation of HW, contact Contracting Officer for labeling
SECTION 01575 Page 4

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
requirements for storage of hazardous wastes.
d. In accordance with station regulations, substitute materials as
necessary to reduce the generation of HW and include a statement
to that effect in the Environmental Plan.
e. Contact Contracting Officer for conditions in the area of the
project which may be subject to special environmental procedures.
Include this information in the Preconstruction Survey. Describe
in the Environmental Protection Plan any permits required prior to
working the area, and contingency plans in case an unexpected
environmental condition is discovered.
f. Obtain permits for handling HW, and deliver completed documents to
Contracting Officer for review. File the documents with the
appropriate agency, and complete disposal with the approval of
Contracting Officer. Deliver correspondence with the State
concerning the environmental permits and completed permits to
Contracting Officer.
1.6.2 Environmental Protection Plan Format
The Environmental Protection Plan shall follow the following format:
ENVIRONMENTAL PROTECTION PLAN
Contractor Organization
Address and Phone Numbers
1. Hazardous materials to be brought onto the station
2. MSDS package
3. Employee training documentation
4. HW storage plan
5. HW to be generated
6. Preconstruction survey results
7. Permitting requirements identified
1.6.3 Environmental Plan Review
Fourteen days after the environmental protection meeting, submit the
proposed environmental plan for further discussion, review, and approval.
1.6.4 Preconstruction Survey
Perform a preconstruction survey of the project site with the Contracting
Officer, and document existing environmental conditions in and adjacent to
the site.
1.7 STORMWATER POLLUTION PREVENTION PLAN
40 CFR 122.26, EPA 832-R-92-005. Provide "Stormwater Pollution Prevention
Plan."
a. Identify potential sources of pollution which may reasonably be
expected to affect the quality of storm water discharge from the
site.
b. Describe and ensure implementation of practices which will be used
SECTION 01575 Page 5

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
to reduce the pollutants in storm water discharge associated with
industrial activity at the construction site.
C. Ensure compliance with terms of EPA general permit for storm water
discharge.
d. Select applicable management practices from EPA 832-R-92-005 and
State and Federal Regulations.
e. Provide completed copy of Notice of Intent and Notice of
Termination except for effective date.
1.7.1 Notice of Intent
The Contractor shall prepare a completed Notice of Intent (NOI) form in
accordance with the requirements of the State's general permit for storm
water discharges from construction sites. Submit NOI, and the appropriate
permit fee to the Contracting Office a minimum of 14 days prior to start of
construction.
The Contractor shall keep a copy of the approved permit on site at the
Contractor's trailer at all times.
1.7.2 Class I and II ODS Prohibition
Class I ODS as defined and identified herein shall not be used in the
performance of this contract, nor be provided as part of the equipment.
This prohibition shall be considered to prevail over any other provision,
specification, drawing, or referenced documents.
PART 2 PRODUCTS
2.1 ANNUAL REPORT OF PRODUCTS CONTAINING RECOVERED MATERIALS
The Contractor shall submit data annually (by December 1) products used
during the previous fiscal year (October 1 - September 30) as required by
6002 of the Solid Waste Disposal Act as amended by Resource Conservation
and Recovery Act (RCRA). Report forms is attached to end of this section
as "Appendix A."
PART 3 EXECUTION
3.1 PROTECTION OF NATURAL RESOURCES
Preserve the natural resources within the project boundaries and outside
the limits of permanent work. Restore to an equivalent or improved
condition upon completion of work. Confine construction activities to
within the limits of the work indicated or specified. Conform to the state
permitting requirements of the Clean Water Act.
3.1.1 Land Resources
Except in areas to be cleared, do not remove, cut, deface, injure, or
destroy trees or shrubs without Contracting Officer's permission. Do not
fasten or attach ropes, cables, or guys to existing nearby trees for
anchorages unless authorized by Contracting Officer. Where such use of
attach ropes, cables, or guys is authorized, the Contractor shall be
responsible for any resultant damage.
SECTION 01575 Page 6

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
3.1.1.1 Protection of Trees
Protect existing trees which are to remain and which may be injured,
bruised, defaced, or otherwise damaged by construction operations. Remove
displaced rocks from uncleared areas. By approved excavation, remove trees
with 30 percent or more of their root systems destroyed. Removal of trees
and the procedure for removal requires approval of the Contracting Officer.
3.1.1.2 Landscape Replacement
Remove trees and other landscape features scarred or damaged by equipment
operations, and replace with equivalent, undamaged trees and landscape
features. Obtain Contracting Officer's approval before removal or
replacement.
3.1.1.3 Temporary Construction
Remove traces of temporary construction facilities such as haul roads, work
area, structures, foundations of temporary structures, stockpiles of excess
or waste materials, and other signs of construction. Grade temporary
roads, parking areas, and similar temporarily used areas to conform with
surrounding contours.
3.1.2 Water Resources
3.1.2.1 Stream Crossings
The Contracting Officer's approval is required before any equipment will be
permitted to ford live streams. In areas where frequent crossings are
required, install temporary culverts or bridges. Remove temporary culverts
or bridges upon completion of work, and repair the area to its original
condition or as indicated.
3.1.2.2 Oily wastes
Prevent oily or other hazardous substances from entering the ground,
drainage areas, or local bodies of water. Surround all temporary fuel oil
or petroleum storage tanks with a temporary earth berm of sufficient size
and strength to contain the contents of the tanks in the event of leakage
or spillage.
3.1.3 Fish and Wildlife Resources
Do not disturb fish and wildlife. Do not alter water flows or otherwise
significantly disturb the native habitat adjacent to the project and
critical to the survival of fish and wildlife, except as indicated or
specified.
3.2 HISTORICAL AND ARCHAEOLOGICAL RESOURCES
Carefully protect in -place and report immediately to the Contracting
Officer historical and archaeological items or human skeletal remains
discovered in the course of work. Stop work in the immediate area of the
discovery until directed by the Contracting Officer to resume work. The
Government retains ownership and control over historical and archaeological
resources.
3.3 NOISE
SECTION 01575 Page 7

r I CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
Make the maximum use of low -noise emission products, as certified by the
EPA. Blasting or use of explosives will not be permitted without written
permission from the Contracting Officer, and then only during designated
times. Confine pile -driving operations to the period between 8 a.m. and 4
p.m., Monday through Friday, exclusive of holidays, unless otherwise
directed.
3.4 RESTRICTIONS ON EQUIPMENT
3.4.1 Electromagnetic Interference Suppression
a. Electric motors must comply with MIL-STD-461 relative to radiated
and conducted electromagnetic interference. A test for
electromagnetic interference will not be required for motors that
are identical physically and electrically to those that have
previously met the requirements of MIL-STD-461. An
electromagnetic interference suppression test will not be required
for electric motors without commutation or sliprings having no
more than one starting contact and operated at 3,600 revolutions
per minute or less.
b. Equipment used by the Contractor shall comply with MIL-S-16165for
internal combustion engines and MIL-STD-461 for other devices
capable of producing radiated or conducted interference.
C. Conduct tests for electromagnetic interference on electric motors
and Contractor's construction equipment in accordance with
MIL-STD-461 and MIL-STD-462. Test location shall be reasonably
free from radiated and conducted interference. Furnish testing
equipment, instruments, and personnel for making the tests; a test
location; and other necessary facilities.
3.4.2 Radio Transmitter Restrictions
Conform to the restrictions and procedures for the use of radio
transmitting equipment, as directed. Do not use transmitters without prior
approval.
3.5 EROSION AND SEDIMENT CONTROL MEASURES
3.5.1 Local Erosion and Sediment Control Plan
Follow the approved storm water management, erosion and sediment control
plan.
3.5.2 Burnoff
Burnoff of the ground cover is not permitted.
3.5.3 Borrow Pit Areas
Manage and control borrow pit areas to prevent sediment from entering
nearby streams or lakes. Restore areas, including those outside the borrow
pit, disturbed by borrow and haul operations. Restoration includes
grading, replacement of topsoil, and establishment of a permanent
vegetative cover. Uniformly grade side slopes of borrow pit to not more
than a slope of I part vertical to 2 parts horizontal. Uniformly grade the
bottom of the borrow pits to provide a flat bottom and drain by outfall
ditches or other suitable means. Stockpile topsoil removed during the
SECTION 01575 Page 8

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
borrow pit operation, and use as part of restoring the borrow pit area.
3.5.4 Protection of Erodible Soils
Immediately finish the earthwork brought to a final grade, as indicated or
specified. Immediately protect side and back slopes upon completion of
rough grading. Plan and conduct earthwork to minimize duration of exposure
of unprotected soils.
3.5.5 Temporary Protection of Erodible Soils
Use the following methods to prevent erosion and control sedimentation:
3.5.5.1 Mechanical Retardation and Control of Runoff
Mechanically retard and control the rate of runoff from the construction
site. This includes construction of diversion ditches, benches, berms, and
use of silt fences and strawbales to retard and divert runoff to protected
drainage courses.
3.5.5.2 Sediment Basins
Trap sediment in temporary sediment basins. Select a basin size to
accommodate the runoff of a local 10-year storm. Pump dry and remove
accumulated sediment, after each storm. Use a paved weir or vertical
overflow pipe for overflow. Remove collected sediment from the site.
Institute effluent quality monitoring programs.
3.5.5.3 Borrow
Permit only in areas where suitable environmental controls are possible.
3.5.5.4 Vegetation and Mulch
Provide temporary protection on sides and back slopes as soon as rough
grading is completed or sufficient soil is exposed to require erosion
protection. Protect slopes by accelerated growth of permanent vegetation,
temporary vegetation, mulching, or netting. Stabilize slopes by
hydroseeding, anchoring mulch in place, covering with anchored netting,
sodding, or such combination of these and other methods necessary for
effective erosion control.
a. Provide new seeding where ground is disturbed. Include topsoil or
nutriment during the seeding operation necessary to establish a
suitable stand of grass. Provide seeding as specified in Section
02823, "Re -Establishing vegetation."
3.6 CONTROL AND DISPOSAL OF SOLID WASTES
Pick up solid wastes, and place in covered containers which are regularly
emptied. Do not prepare or cook food on the project site. Prevent
contamination of the site or other areas when handling and disposing of
wastes. At project completion, leave the areas clean.
3.6.1 Disposal of Metal Paint Cans
All metal paint cans shall be taken to Building 962 for recycling. The
cans shall be empty and completely dry. The cans shall be triple rinsed
and stenciled "Triple Rinsed" prior to turn in. The Contractor shall give
SECTION 01575 Page 9

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
the Government 72 hours advance notice prior to turn -in. Contractor is
responsible for rinsing, stenciling, crushing, and deposting in Government
owned receptable, located at Building 962.
3.6.2 Disposal of Rubbish and Debris
Rubbish and debris, except metals, shall be taken to the Government
landfill site indicated or specified. Conform to Regulations of Base
Sanitary Landfill as set forth in Base Order 11350.2C.
Metals shall be taken to the DRMO disposal area at Lot 201, as specified.
SECTION 01575 Page 10

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITARY LANDFILL EXAMPLE/GENERAL
CATEGORY INFORMATION FOR DEPOSIT IN THE LANDFILL
Mixed Debris The following materials may be placed in
the landfill in a location designated by
the landfill operator. These items may
be mixed together.
Sheetrock - plaster - glass (broken).
Non -asbestos insulation - (fiberglass and
mineral wool shall be bagged).
Packing paper, styrofoam, and pasteboard
boxes.
Non -asbestos roofing materials such as
shingles built-up and single roofing.
Painted wood such as doors, windows,
siding, and trim.
Plastic/fiberglass such as pipe, electrical
boxes, cover plates, etc.
Ceramic and vinyl flooring or tile - ceiling
tile.
Painted Masonry and Deliver concrete, block, brick, mortar to
Concrete the landfill separate from any other items,
and place in a location designated by the
landfill operator. Reinforcement wire and
rebar shall be removed flush with exposed
surfaces.
Unpainted Masonry Deliver concrete, block, brick, mortar to
and Concrete the landfill separate from any other items,
and place in a location designated by the
landfill operator. Reinforcement wire and
rebar shall be removed flush with exposed
surfaces.
Nonrecyclable Cardboard Breakdown corrugated cardboard boxes
and deliver to the Base Recycling
Center located at Building 982. If base
personnel rejects the cardboard, take
cardboard to the landfill.
Nonrecyclable Wood Pallets Deliver usable pallets to the Base Recycling
Center located at Building 982. If base
personnel rejects the pellets, take pallets
to the landfill.
Treated Wood Deliver treated wood, and such as piling and
power poles, to the landfill separated from
any other items, and place in locations as
designated by the landfill operator.
SECTION 01575 Page 11

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE
05023543
CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITARY LANDFILL EXAMPLE/GENERAL
CATEGORY INFORMATION FOR DEPOSIT IN THE LANDFILL
Untreated/Unpainted Wood Deliver lumber, trees, stumps, limbs, tops,
tops, and shrubs to the landfill separated
from any other items, and place in locations
as designated by the landfill operator.
Organic Matter Deliver leaves, pine straw, grass clippings,
and shrub clippings to the landfill separated
from any other items, and place in locations
as designated by the landfill operator. No
bags or containers are allowed.
Fiberglass Tanks Clean tanks before delivery to landfill.
550 Gallons
or Less
Asphalt Pavement Remove pavement from Government property and
deliver to an asphalt recycling establishment.
Provide a record of the total tons of asphalt
recycled and the corporate name and location
of the recycling establishment receiving the
removed asphalt.
***** Separate each category of construction debris
debris at the construction site and deliver
separately to the landfill.
***** Place each category of construction debris
in the landfill at a location designated by
the landfill operator.
***** Weigh each and every vehicle delivering debris
upon entrance and exit. Cover debris.
Metals Metals will not be accepted at the landfill.
Remove metals from each and every category
before delivery to landfill.
(Example: Remove hardware from doors and
windows.)
Dispose of metal construction debris at
Defense Reutilization Maintenance Office
( DRMO ) .
Aluminum, brass, copper, lead, other metal,
electrical wiring, cable (cut in 3 foot or
less sections)
SECTION 01575 Page 12

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
3.6.3 Garbage Disposal
Place garbage in approved containers, and dispose of same in an approved
manner.
3.6.4 Disposal Off -Base
a. Provide 24-hour advance written notice to the Contracting Office
of Contractor's intention to dispose of oft base.
b. Disposal at sites or landfills not holding a valid State of North
Carolina permit is specifically prohibited. The prohibition also
applies to sites where a permit may have been applied for but not
yet obtained.
c. Off -base disposal of construction debris outside the parameters of
this paragraph at site without State permits and/or not in
accordance with regulatory requirements shall require the
Contractor at his own expense to remove, transport and relocate
the debris to a State approved site. The Contractor shall also be
required to pay any fines, penalties, or fees related to the
illegal disposal of construction debris
3.7 CONTROL AND DISPOSAL OF HAZARDOUS WASTE
3.7.1 Hazardous Waste Generation
Handle generated hazardous waste in accordance with 40 CFR 262.
3.7.2 Hazardous waste Disposal
Dispose of hazardous waste in accordance with Federal, State, and local
regulations, especially 40 CFR 263, 40 CFR 264, and 40 CFR 265. Removal of
hazardous waste from Government property shall not occur without prior
notification and coordination with the Contracting officer. Transport
hazardous waste by a permitted, licensed, or registered hazardous waste
transported to a TSD facility. Hazardous waste shall be properly
identified, packaged, and labeled in accordance with 49 CFR 172. Provide
completed manifest for hazardous waste disposed of off -site to the
Contracting Officer within 7 days of disposal. Hazardous waste shall not
be brought onto the station.
3.7.3 Hazardous waste Storage
Store hazardous waste in containers in accordance with 49 CFR 178.
Identify hazardous waste in accordance with 40 CFR 261 and 40 CFR 262_
Identify hazardous waste generated within the confines of the station by
the station's EPA generator identification number.
3.7.4 Spills of Oil and Hazardous Materials
Take precautions to prevent spills of oii and hazardous material. In the
event of a spill, immediately notify the Contracting Officer. Spill
response shall be in accordance with 40 CFR 300 and applicable State
regulations.
3.7.5 Lead -Acid Batteries
Dispose of lead -acid batteries that are not damaged or leaking at a
SECTION 01575 Page 13

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
State -approved battery recycle or at a permitted or interim status
hazardous waste TSD facility. For lead -acid batteries that are leaking or
have cracked casings, dispose of the electrolyte solution using one of the
following alternatives:
a. An industrial waste water treatment plant, if available and
approved by the Contracting Officer for disposing of lead -acid
battery electrolyte.
b. Dispose of the lead -acid battery electrolyte at a permitted or
interim status hazardous waste TSD facility.
The management and disposal of waste lead -acid batteries and electrolyte
shall comply with requirements for management and disposal of hazardous
wastes.
3.7.6 Mercury Control
Prior to starting work, remove thermostats, switches, and other components
that contain mercury. Upon removal, place items containing mercury in
doubled polyethylene bags, label, and turn over to the Contracting Officer
for disposal.
3.7.7 Petroleum Products
Protect against spills and evaporation during fueling and lubrication of
equipment and motor vehicles.• Dispose of lubricants to be discarded and
excess oil.
3.8 DUST CONTROL
Keep dust down at all times, including nonworking periods. Sprinkle or
treat, with dust suppressants, the soil at the site, haul roads, and other
areas disturbed by operations. Dry power brooming will not be permitted.
Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming.
Air blowing will be permitted only for cleaning nonparticulate debris such
as steel reinforcing bars. Only wet cutting will be permitted for cutting
concrete blocks, concrete, and bituminous concrete. Do not shake bags of
cement, concrete mortar, or plaster unnecessarily.
3.8.1 Abrasive Blasting
3.8.1.1 Blasting Operations
The use of silica sand is prohibited in abrasive blasting.
Provide tarpaulin drop cloths and windscreens to enclose abrasive blasting
operations to confine and collect dust, abrasive agent, paint chips, and
other debris . Perform work involving removal of hazardous material in
accordance with 29 CFR 1910.
3.8.1.2 Disposal Requirements
Collect dust, abrasive, paint, and other debris resulting from abrasive
blasting operations and store in 55 gallon drums with watertight lids.
Take a representative sample of this material, and test for EP toxicity
with respect to lead, chromium, and cadmium content. The sampling and
testing shall be performed in accordance with 40 CFR 261. Handle debris
resulting from the abrasive blasting operations as a hazardous material,
SECTION 01575 Page 14

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
and dispose of in accordance with 40 CFR 262, 40 CFR 263, 40 CFR 264, and
40 CFR 265. Transport hazardous material by a transporter licensed and
permitted for transportation of hazardous materials. Dispose of hazardous
material in an EPA -approved and permitted facility specifically designated
for hazardous waste disposal.
3.9 QUARANTINE FOR IMPORTED FIRE ANT (4/82)
Onslow, Jones, and Cartaret Counties and portions of Duplin and Craven
Counties have been declared a generally infested area by the United States
Department of Agriculture (USDA) for the imported fire ant. Compliance
with the quarantine regulations established by this authority as set forth
in USDA Publication 301.81 of 31 December 1992, is required for operations
hereunder. Pertinent requirements of the quarantine for materials
originating on the Camp Lejeune reservation, the Marine Corps Air Station
(Helicopter), New River and the Marine Corps Air Station, Cherry Point,
which are to be transported outside Onslow County or adjacent suppression
areas, include the following:
a. Certification is required for the following articles and they
shall not be moved from the reservation to any point outside
Onslow County and adjacent designated areas unless accompanied by
a valid inspection certificate issued by an Officer of the Plant
Protection and Quarantine Program (PPQ) of the U.S• Department of
Agriculture.
(1) Bulk soil
(2) Used mechanized soil -moving equipment. (Used mechanized
soil -moving equipment is exempt if cleaned of loose noncompacted
soil).
(3) Other products, articles, or means of conveyances, if it is
determined by an inspector that they present a hazard of
transporting spread of the imported fire ant and the person in
possession thereof has been so notified.
b. Authorization for movement of equipment outside the imported fire
and regulated area shall be obtained from USDA, Animal and Plant
Health Inspection Service (APHIS), Plant Protection and Quarantine
(PPQ), Box 28, Goldsboro, North Carolina, 27533-0028, Attn:
Mr. William Scroggins or Mr. Frank Rest, telephone [phone].
If Mr. Scroggins or Mr. Best are not available, contact Mr. Jim
Kelley at [phone], the supervisor's office in Wilmington.
Requests for inspection shall be made sufficiently in advance of
the date of movement to permit arrangements for the services of
authorized inspectors. The equipment shall be prepared and
assembled so that it may be readily inspected. Soil on or
attached to equipment, supplies, and materials shall be removed by
washing with water or such other means as necessary to accomplish
complete removal. Resulting spoil shall be wasted as necessary
and as directed.
SECTION 01575 Page 15

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
ANNUAL REPORT OF PRODUCTS CONTAINING RECOVERED MATERIALS
Page 1 of 3
Contractor shall submit data annually (By 1 December) for the following
products used during the previous fiscal year (1 October - 30 September) as
required by 6002 of the Solid waste Disposal Act as ammended by Resource
Conservation and Recovery Act (RCRA):
Contract Number: Fiscal Year:
MATERIAL I UNIT I QUANTITY (CRM) I TOTAL QUANTITY I
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
IA. Insulation # I I l
I 1. Loose fill I Ft3 I I I
I---------------------------- I--------- I------------------- I ----------------I
1 2. Blanket or batt I Ft2 I I I
I---------------------------- I--------- I------------------- 1----------------I
1 3. Board I Ft2 I i
---------------------------- 1--------- I------------------- I ----------------I
I 4. Spray -in -place I m3 I I I
I---------------------------- I --------- I ------------------- I -_--------------
1 5. Other I I I !
IB. Cement and Concrete I yd3-
IC. Paper and Paper Products I I I I
1 1. Copy Paper _ I Box 1 I I
I------------------------------ I --------- I-------------------1---------------- I
I 2. Printing/writing Paperl Box I I I
---------------------------- I --------- I-------------------f----------------I
3. Corrugated and I 1 I 1
I fiberboard boxes I Box I I
I---------------------------- 1--------- I ------------------- I ---------------- I
1 4. Folding boxboard and I I I I
I cartons I Box I I I
#----------------------------- I --------- I -------------------- I ---------------- I
I 5. Stationary, office I I I I
I papers, envelopes, andl I I I
I computer paper I $Amt i 1 I
I---------------------------- I--------- I-------------------- I---------------- I
I 6. Toilet tissue, paper I I I I
I towels, fasial tissue,) I I I
I paper napkins, doilies) I I I
I and industrial wipes I $Amt I I I
---------------------------- 1--------- I ------------------- I ---------------- I
1 7. Brown papers and I I I I
I coarse papers I Box I I I
I---------------------------- I --------- I ------------------- I ---------------- I
1 8. Other I I I I
1-------------------------------- I---------- I------------------- I---------------- I
I I I E I
APPENDIX A
SECTION 01575 Page 16

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
Page 2 of 3
MATERIAL I DEFINITION
11.
Quantity .(CRM)
I Quantity used containing recovered materials.)
---------------------------------------
----------------------------
12.
Total Quantity
I Quantity used containing recovered materials I
j plus quantity used not containing recovered I
I
I materials. I
------------
13_
-----------
Unit
-----------------------------------
I Ft3 (cubic feet), Ft2 (square feet), I
} m3 (cubic meters), yd3 (cubic yards), box I
I
i (number of boxes used), $ Amt (dollar value I
I
I of material used) I
14.
Loose -Fill Insulation
--------------------------------------
I Includes, but is not limited to..."cellulose I
1
1 fiber, mineral fibers (fiberglass and rock I
I
I-----------------------------I----------------------------------------------I
I wool), vermiculite, and perlite. I
15.
Blanket or Batt
} Includes, but is not limited to... "mineral I
4
Insulation
1 fibers (fiberglass and rock wool)." I
----------------------------
16.
Board Insulation
I----------------------------------------------1
1 This category refers to sheathing, roof I
I
I decking, and wood panel insulation. It
I
I includes, but is not limited to... "cellulose)
1
I fiber fiberboard, perlite composite board, 1
I
I polyurethane, polyisocyanurate, polystyrene, I
I
I phenolics, and composites." I
17.
-----------------------
Spray -in -place
----------------------------
I Includes, but is not limited to... "foam -in- i
i
Insulation
I place polyurethane and polyisocyanurate, I
----------------------------
1 and spray -on cellulose." I
1
18.
Cement or Concrete
1----------------------------------------------
I I
I
Containing Recovered
I 1
Materials, Cement, or
1 I
1
Concrete Containing
I I
j
Fly Ash
I i
I----------------------------1----------------------------------------------
19.
Copy Paper
I
1 This item refers to... "any grade of paper I
1
f suitable for copying by the xerographic I
I
I method." I
1----------------------------
110.
Printing & Writing
I ----------------------------------------------I
I This item refers to... "paper designed for I
I
Paper
I printing, other than newsprint, such as I
I
I offset or book paper," and... "paper I
I
I suitable for pen and ink, pencil, typewriter }
I
I or printing." I
APPENDIX A
SECTION 01575 Page 17

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAM? LEJEUNE 05023543
Page 3 0£ 3
MATERIAL I DEFINITION
111. Corrugated & Fiberboard I Corrugated boxes refer to... "boxes made of
I Boxes I
corrugated paperboard, which, in turn, is I
I I
made from a fluted corrugating medium pasted I
I I
to two flat sheets of paperboard I
I I
(linerboard)." Fiber or fiberboard boxes I
I I
refer to... "boxes made from containerboard, I
I I
either solid fiber or corrugated paperboard 1
! !
(general term); or boxes made from solid #
I I
paperboard of the same material throughout."
---------------
112. Folding Boxes and I
-----------------------
This item refers to... "a paperboard 1
1 Cartons I
suitable for the manufacture of folding I
I !
cartons." I
I---------------------------- I
113. Stationery, Office I
----------------------------------------------I
This item is considered self-explanatory, I
Papers, Envelopes, and I
however, if questions arise refer to I
1 Manifold Business Forms 140
CFR 250.4 for definitions of any of these I
1 I
----------------------------
items. {
I----------------------------------------------1
114. Toilet Tissue, Paper I
This item is considered self-explanatory, I
I Towels, Facial Tissue, I
however, if questions arise refer to I
I Paper Napkins, Doilies, 140
CFR 250.4 for definitions of any of these !
1 and Industrial Wipes j
items. #
1---------------------------- 1----------------------------------------------1
115. Brown Papers, and Coarsel
Brown papers refer to... "papers usually I
Papers I
made from unbleached kraft pulp and used I
1
for bags, sacks, wrapping paper, and so #
I i
forth." Coarse papers refer to... "papers I
I I
used for industrial purposes, as I
I I
distinguished from those used for cultural 1
f I
----------------------------(-----------------------------------------------I
or sanitary purposes." 1
116. Other !
Any other type of paper not included in any
I I
1---------------------------- I
1 I
I----------------------------
I I
{----------------------------1----------------------------------------------1
i I
I----------------------------I----------------------------------------------1
I !
I I
I----------------------------
I I
of the above categories. I
----------------------------------------------I
I
----------------------------------------------1
I
I
I
---------
I
1------------------------------------------------ I
I
-----------------------
--------------------------
-- End of Section --
APPENDIX A
SECTION 01575 Page 18

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
SECTION 02301
EARTHWORK FOR STRUCTURES AND PAVEMENTS
09/99
PART I GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
ASPHALT INSTITUTE (AI)
AI MS-10 (1986) Soils Manual. for Design of Asphalt
Pavement Structures
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM C 33 (1997) Concrete Aggregates
ASTM C 136 (1996; Rev. A) Sieve Analysis of Fine and
Coarse Aggregates
ASTM D 698 (1991) Laboratory Compaction
Characteristics of Soil Using Standard
Effort (12,400 ft-lbf/ft (600 kN-m/m))
ASTM D 1140 (1997) Amount of Material in Soils Finer
Than the No. 200 (75-Micrometer) Sieve
ASTM D 1557 (1991) Laboratory Compaction
Characteristics of Soil Using Modified
Effort (56,000 ft-lbf/ft (2,700 kN-m/m))
ASTM D 2487 (1993) Classification of Soils for
Engineering Purposes (Unified Soil
Classification System)
ASTM D 2922 (1996) Density of Soil and Soil -Aggregate
in Place by Nuclear Methods (Shallow Depth)
ASTM
D
3017
(1996) Water Content of Soil and Rock in
Place by Nuclear Methods (Shallow Depth)
ASTM
D
3786
(1987) Hydraulic Bursting Strength of
Knitted Goods and Nonwoven Fabrics -
Diaphragm Bursting Strength Tester Method
ASTM
D
4253
(1993) Maximum Index Density of Soils
Using a Vibratory Table
ASTM
D
4254
(1991) Minimum Index Density and Unit
Weight of Soils and Calculation of
Relative Density
ASTM
D
4318
(1995; Rev. A) Liquid Limit, Plastic
SECTION 02301 Page 1

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
Limit, and Plasticity Index of Soils
ASTM D 4533 (1991; R 1996) Trapezoid Tearing Strength
of Geotextiles
ASTM D 4632 (1991; R 1996) Grab Breaking Load and
Elongation of Geotextiles
ASTM D 4759 (1988; R 1996) Determining the
Specification Conformance of Geosynthetics
ASTM D 4833 (1988; R 1996) Index Puncture Resistance
of Geotextiles, Geomembranes, and Related
Products
DEPARTMENT OF AGRICULTURE (DOA)
DOA SSIR (April 1984) Soil Survey Investigation
Report No. 1, Soil Survey Laboratory
Methods and Procedures for Collecting Soil
Samples, Soil Conservation Service
STATE OF NORTH CAROLINA, DEPARTMENT OF TRANSPORTATION (NCDOT)
STANDARD (SSS)
SSS-NCDOT Standard Specifications for RoadS and
Structures , State of North Carolina,
Department of Transportation, 2002 Edition.
1.2 DEFINITIONS
1.2.1 Backfill
A specified material used in refilling a cut, trench, or other excavation,
placed at a specified degree of compaction.
1.2.2 Cohesive Materials
Cohesive materials include materials classified by ASTM D 2487 as GC, SC,
ML, CL, MH, and CH. Materials classified as GM and SM will be identified
as cohesive only when the fines have a plasticity index greater than zero.
1.2.3 Cohesionless Materials
Cohesionless materials include materials classified by ASTM D 2487as GW,
GP, SW, and SP. Materials classified as GM and SM will be identified as
cohesionless only when the fines have a plasticity index of zero.
1.2.4 Compaction
The process of mechanically stabilizing a material by increasing its
density at a controlled moisture condition. "Degree of Compaction" is
expressed as a percentage of the maximum density obtained by the test
procedure described in ASTM D 698 or ASTM D 1557 for general soil types
abbreviated in this specification as percent ASTM D 1557 maximum density."
1.2.5 Controlled Fill and Controlled Backfill
A specified soil mix or gradation of materials constructed to attain
SECTION 02301 Page 2

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
maximum bearing strength and minimize consolidation or differential
settlement under a load. Controlled fill is sometimes called "structural
fill."
1.2.6 Embankment
A "fill" having a top that is higher than adjoining ground.
1.2.7 Excavation
The removal of soil, rock, or hard material to obtain a specified depth or
elevation.
1.2.8 Fill
Specified material placed at a specified degree of compaction to obtain an
indicated grade or elevation.
1.2.9 Hard Material
Weathered rock, dense consolidated deposits or conglomerate materials,
(excluding manmade materials such as concrete) which are not included in
the definition of "rock" but which usually require the use of heavy
excavation equipment with ripper teeth or the use of jack hammers for
removal.
1.2.10 In Situ Soil
Existing in place soil.
1.2.11 Lift
A layer (or course) of soil placed on top of a previously prepared or
placed soil.
1.2.12 Rock
Solid, homogeneous, interlocking crystalline material with firmly cemented,
laminated, or foliated masses or conglomerate deposits, neither of which
can be removed without systematic drilling and blasting, drilling and the
use of expansion jacks o,r feather wedges, or the use of backhoe-mounted
pneumatic hole punchers or rock breakers; also large boulders, buried
masonry, or concrete other than pavement, exceeding 1/4 cubic yard in
volume.
1.2.13 Soil
The surface material of the earths crust resulting from the chemical and
mechanical weathering of rock and organic material.
1.2.14 Subgrade
The material in excavation (cuts) and fills (embankments) immediately below
any subbase, base, pavement, or other improvement. Also, as a secondary
definition, the level below which work above is referenced.
1.2.15 Topsoil
In natural or undisturbed soil formations, the fine-grained, weathered
SECTION 02301 Page 3

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
material on the surface or directly below any loose or partially decomposed
organic matter. Topsoil may be a dark -colored, fine, silty, or sandy
material with a high content of well decomposed organic matter, often
containing traces of the parent rock material.
1.2.16 Unsatisfactory Material
Existing, in situ soil or other material which can be identified as having
insufficient strength characteristics or stability to carry intended loads
in fill or embankment without excessive consolidation or loss of stability.
Materials classified as PT, OH, or OL by ASTM D 2487 are unsatisfactory.
1.2.17 Working Platform
A layer of compacted crushed rock or natural stone that replaces the in
situ soil to provide a stable, uniform bearing foundation for construction
equipment to facilitate further site construction.
1.3 SUBMITTALS
Submit the following in accordance with Section 01330, "Submittal
Procedures."
SD-06 Test Reports
Controlled fill and Controlled backfill material tests
Fill tests
1.4 REGULATORY REQUIREMENTS
Materials and workmanship specified herein with reference to SSS-NCDOT
State Standard shall be in accordance with the referenced articles,
sections and paragraphs of the standard except that contractual and payment
provisions do not apply. Where the term "Engineer" is used, it shall mean
the Contracting Officer. Where the term "state" is used, it shall mean
"Federal Government."
1.5 DELIVERY AND STORAGE
Deliver and store materials in a manner to prevent contamination or
segregation. Store synthetic fiber filter cloth to prevent exposure to
direct sunlight in accordance with the manufacturer's recommendations.
1.6 CRITERIA FOR BIDDING
Base bids on the following criteria:
a. Surface elevations as indicated.
b. No pipes or other man-made obstructions, except those indicated,
will be encountered.
C. The character of the material to be excavated or used for subgrade
is as indicated. Rock or hard material as defined in paragraph
entitled "Definitions," will not be encountered.
d. Suitable fill material in the quantities required is available on
Government property at the locations indicated. Crushed rock or
SECTION 02301 Page 4

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
ABC is not available on Government property.
g. Blasting will not be permitted.
1.7 SITE CONDITIONS
1.7.1 Dewatering Plan
Base on site surface and subsurface conditions and available soils and
hydrological data.
1.7.2 Utilities
The Contractor shall be responsible for procuring the services of a
professional utility service to locate all utilities at the project site.
Movement of construction machinery and equipment over pipes and utilities
during construction shall be at the Contractor's risk. Contact the utility
companies for location(s) of their utility lines. Perform work adjacent to
privately owned utilities in accordance with procedures outlined by the
utility company. Excavation made with power -driven equipment is not
permitted within two feet of known Government -owned utility or subsurface
construction. For work immediately adjacent to or for excavations exposing
a utility or other buried obstruction, excavate by hand. Start hand
excavation on each side of the indicated obstruction and continue until the
obstruction is uncovered or until clearance for the new arade is assured.
Support uncovered lines or other existing work as affected by the contract
excavation until approval for backfill is granted by the Contracting
Officer. Report damage to utility lines or subsurface construction
immediately to the Contracting Officer.
1.8 QUALITY ASSURANCE
1.8.1 Dewatering System
Describe methods to be employed in removing water from exposed surfaces and
diverting surface water from other areas or structures. Describe the basic
components of the dewatering system proposed and its planned method of
operation.
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Soil Materials
Provide materials free from debris, roots, wood, scrap materials, vegetable
matter, refuse or frozen material. Maximum particle size permitted is 2
inches. Use excavated material from the site for the work indicated when
material falls within the requirements specified herein.
2.1.1.1 Controlled Fill and Controlled Backfill
Provide materials classified as GW, GP, SW, or SP by ASTM D 2487 where
indicated. The liquid limit of such material shall not exceed 35 percent
when tested in accordance with ASTM D 4318. The plasticity index shall not
be greater than 12 percent when tested in accordance with ASTM D 4318, and
not more than 35 percent by weight shall be finer than No. 200 sieve when
tested in accordance with ASTM 0 1140.
SECTION 02301 Page 5

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
2.1.1.2 General Backfill Beside Structures
Soft, spongy, highly plastic, or otherwise unstable material is prohibited.
Material shall be classified as GP, GM, GC, SP or SM ASTM D 2487. If more
material is required than is available from on -site excavation, then
provide that material from approved sources.
2.1.1.3 General Site Fill, Backfill and Embankment Material
Provide a soil material from the site or borrow that can be readily
compacted to the specified densities. Materials shall be classified as GP,
GM, GC, SP, SM or SC ASTM D 2487.
2.1.1.4 Working Platform
Material and thicknesses of working platform for support of construction
equipment shall be at the discretion of the construction contractor. The
gradation and placement of such material shall not create large void spaces
upon which overlying work is indicated to be placed.
2.1.1.5 Topsoil
Provide salvaged topsoil from stockpile. Provide additional topsoil from
approved sources off the site if stockpiled material is not sufficient to
complete all indicated work.
Provide material free of subsoil, stumps, rocks larger than 3/4 inch
diameter (with maximum 3 percent retained on 1/4 inch screen), brush,
weeds, toxic substances, and other material or substance detrimental to
plant growth. Topsoil shall be a natural, friable soil representative of
productive soils in the vicinity. Modify topsoil provided if necessary
conform with the requirements specified in Table II.
DOA SSIR Laboratory Test for:
Sand Content
Silt Content
Clay Content
Organic Material
pH
Soluble Salts
Absorption Rate
2.1.1.6 Borrow
(Walkley-Block)
TABLE II
Acceptable Limits
20 - 45 percent by weight
25 - 50 percent by weight
10 - 30 percent by weight
5 percent minimum
5.0 to 7.6
600 ppm maximum
0.5 inch per hour minimum
Provide materials meeting requirements for general site fill, controlled
fill, controlled Backfill and topsoil. Obtain borrow materials in excess
of those furnished from excavations described herein from borrow areas
indicated.
2.2 FILTER FABRIC
Provide a pervious sheet of polyester, nylon, glass or polypropylene,
ultraviolet resistant, filaments woven, spun bonded, fused, or otherwise
manufactured into a nonraveling fabric with uniform thickness and strength.
The fabric shall have the following manufacturer certified minimum average
roll properties as determined by ASTM D 4759:
SECTION 02301 Page 6

CONSTRUCT PARKING LOTS, BUILDING 825, MCE CAMP LEJEUNE 05023543
Class B
Grab tensile strength 80 lbs
(ASTM D 4632) machine
and transversed direction
Grab elongation 15 percent
(ASTM D 4632) machine
and transverse direction
Puncture resistance 25 lbs
(ASTM D 4833)
Mullen burst strength 130 psi
(ASTM D 3786)
Trapezoidal tear strength 25 lbs
(ASTM D 4533)
2.3 MATERIAL FOR RIP -RAP
Bedding material, filter fabric and rock conforming to these requirements.
2.3.1 Bedding Material
Consisting of sand, gravel, or crushed rock, well graded, with a maximum
particle size of 2 inches. Material shall be composed of tough, durable
particles. Fines passing the No. 200 standard sieve shall have a
plasticity index less than six.
2.3.2 Rock
Rock fragments sufficiently durable to ensure permanence in the structure
and the environment in which it is to be used. Rock fragments shall be
free from cracks, seams, and other defects that would increase the risk of
deterioration from natural causes. The size of the fragments shall be such
that no individual fragment exceeds a weight of 50 pounds and that no more
than 10 percent of the mixture, by weight, consists of fragments weighing 2
pounds or less each. Specific gravity of the rock shall be a minimum of
2.50. The inclusion of more than trace quantities of dirt, sand, clay, and
rock fines will not be permitted.
PART 3 EXECUTION
3.1 PROTECTION
3.1.1 Drainage and Dewatering
Plan for and provide the structures, equipment, and construction for the
collection and disposal of surface and subsurface water encountered in the
course of construction.
3.1.1.1 Drainage
Dispose of surface water which may accumulate in open excavations,
unfinished fills, or other low areas. Remove water by trenching where
approved, pumping, or other methods to prevent softening of exposed
SECTION 02301 Page 7

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
surfaces. Surface dewatering plan shall include rerouting of any storm
water runoff or natural drainage if necessary and shall comply with
requirements specified in Section 01575, "Temporary Environmental Controls."
3.1.1.2 Dewatering
Groundwater flowing toward or into excavations shall be controlled to
prevent sloughing or excavation slopes and walls, boils, uplift and heave
in the excavation and to eliminate interference with orderly progress of
construction.
3.1.2 Protection and Restoration of Surfaces
Protect newly graded areas from traffic, erosion, and settlements. Repair
and reestablish damaged or eroded slopes, elevations or grades and restore
surface construction prior to acceptance. Protect existing streams,
ditches and storm drain inlets from water -borne soil by means of filter
fabric dams as indicated.
3.1.2.1 Disposal of Excavated Material
Dispose of excavated material in such a manner that it will not obstruct
the flow of runoff, streams, endanger a partly finished structure, impair
the efficiency or appearance of facilities, or be detrimental to the
completed work.
3.2 SURFACE PREPARATION
3.2.1 Clearing and Grubbing
Perform as specified in Section 02231, "Clearing and Grubbing."
3.2.2 Stockpiling Topsoil
Strip approved topsoil to a depth of 4 inches from the site where
excavation or grading is indicated and stockpile separately from other
excavated material. Locate topsoil so that the material can be used
readily for the finished grading. Protect and store in segregated piles
until needed.
3.2.3 Unsatisfactory Material
Remove organic matter, muck, rubbish, and unsuitable soils under
embankments which are less than 3 feet in thickness and under pavements or
slabs on grade. Typical depth of removal of such unsuitable material shall
be 8 inches.
3.2.3.1 Subgrade Proof Rolling
After removal of topsoil or other overburden, proof roll the existing
subgrade with six passes of a minimum 15 tonpneumatic-tired roller.
Operate the roller in a systematic manner to assure the number of passes
over all areas, and at speeds between 2.5 and 3.5 miles per hour. Proof
rolling shall be done in the presence of the Contracting Officer. Rutting
or pumping shall indicate unsatisfactory material and that material shall
be undercut as directed by the Contracting Officer, and replaced with the
appropriate fill material. Perform proof rolling only when weather
conditions permit. Do not proof roll wet or saturated subgrades.
Materials degraded by proof rolling a wet or saturated subgrade shall be
SECTION 02301 Page 8

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
replaced by the Contractor as directed by the Contracting Officer at no
cost to the Government. Notify the Contracting Officer 3 days prior to
proof- rolling.
3.3 EXCAVATION
Excavate to contours and dimensions indicated. Keep excavations free from
water while construction is in progress. Notify the Contracting Officer
immediately in writing in the event that it becomes necessary to remove
rock, hard material, or other material defined as unsatisfactory to a depth
greater than indicated and an adjustment in contract price will be
considered in accordance with the Contract clause entitled "Differing Site
Conditions." Refill excavations cut below the depths indicated with
controlled fill and compact as specified herein. Excavate soil disturbed
or weakened by construction operations or soils softened from exposure to
weather. Refill with controlled fill.
3.3.1 Excavations for Structures
Excavate to depth indicated. If excavation is deeper than indicated, then
fill with controlled backfill material .
3.4 BORROW MATERIALS
Select borrow materials to meet requirements and conditions of the
particular fill or backfill materials to be used. Perform necessary
clearing, grubbing, disposal of debris, and satisfactory drainage of borrow
pits as incidental operations to the borrow excavation. Obtain borrow
materials from sources within the limits of Government property as
indicated.
3.4.1 Sorrow Pits
Do not open borrow pits without approval of the Contracting Officer or
before elevations and measurements are completed on the undisturbed
surface. Excavate borrow pits to afford adequate drainage. Overburden and
other soil material shall be used for special purposes.
3.5 FILLING AND BACKFILLING
3.5.1 Subgrade Preparation
Scarify the underlying subgrade surface to a depth of 6 inches before the
fill is started. Step, bench, or break up sloped surfaces steeper than one
vertical to 4 horizontal so that the fill material will bond with or be
securely keyed to the existing material. Scarify existing surface to a
minimum depth of 6 inches if subgrade density is.less than the degree of
compaction specified and recompact. When the subgrade is part fill and
part excavation or natural ground, scarify the excavated or natural ground
portion to a depth of 6 inches and recompact as specified for the adjacent
or overlying fill. Compact with equipment well suited to the soil being
compacted. Moisten or aerate material as necessary to provide the moisture
content that will readily facilitate obtaining the specified compaction
with the equipment used. .
3.5.2 Fill and Backfill Beside Structures
Place required backfill material adjacent to structures and compact in a
manner that prevents wedging action or eccentric loading upon or against
SECTION 02301 Page 9

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
the structures. Step or serrate slopes bounding or within areas to be
backfilled to prevent sliding of the fill. Moisten or aerate material as
necessary to provide the moisture content that will readily facilitate
obtaining the specified compaction with the equipment used. Do not place
material on surfaces that are muddy, frozen, or contain frost. Do not use
equipment for backfilling operations or for the formation of embankments
against structures that will overload the structure.
3.5.3 Controlled Fill and Controlled Backfill
Place controlled fill and controlled backfill under concrete slabs not pile
supported, and pavements in loose lifts of 6 inches. Do not place material
on surfaces that are muddy, frozen, or contain frost. Compact with
equipment well suited to the soil being compacted. Moisten or aerate
material as necessary to provide the moisture content that will readily
facilitate obtaining the specified compaction with the equipment used.
Compact each lift as specified herein before placing the overlaying lift.
Compaction shall be accomplished continuously over the entire area.
Sufficient passes shall be made to ensure that specified density is
obtained.
3.5.4 General Fill, and General Backfill
Construct fill, backfill and embankment at the locations and to lines and
grades indicated. Use only approved materials in constructing fill on the
prepared subgrade. Place satisfactory material in horizontal lifts not
exceeding 8 inches in loose depth. Do not place material on surfaces that
are muddy, frozen, or contain frost. Compact with equipment well suited to
the soil being compacted. Moisten or aerate material as necessary to
provide the moisture content that will readily facilitate obtaining the
specified compaction with the equipment used. Compact each lift as
specified before placing the overlaying lift.
3.5.5 Final Backfill for Utilities
Construct backfill (final backfill) for storm drains, manholes, utility
lines, and other utility appurtenances using the material and compaction
requirements specified herein for the adjacent or overlying work.
3.5.6 Weather Limitations
Fill and backfill shall not be constructed when weather conditions
detrimentally affect the quality of the finished course. Place fill and
backfill only if the atmospheric temperature is above freezing in the shade
and is rising. Do not construct fill and backfill in the rain or on
saturated subgrades. If weather conditions are windy, hot or arid, with
high rate of evaporation, schedule the placement in cooler portions of the
day and furnish equipment to add moisture to the fill or backfill during
and after placement.
3.6 BORROW
Strip the top 12 inches of soil material from designated borrow area and
stockpile. After removal of the borrow material and depositing of any
approved waste soil material, regrade the borrow pit using stockpiled soil
materials. Shape surface to contours which provide positive drainage and
which will blend in with the adjacent topography. Maximum side slopes
shall be two horizontal to one vertical.
SECTION 02301 Page 10

• CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
3.7 COMPACTION
Compact each layer or lift of material specified so that the in -place
density tested is not less than the percentage of maximum density specified
in Table III.
TABLE III
Percent ASTM D 1557
Maximum Density
Cohesive Cohesionless
Material Material
Fill, Embankment and Backfill
General Fill and General Backfill
90
95
under steps and parking lots
General Fill and General Backfill
85
90
under sidewalks and grassed areas
General Backfill and General Fill
90
95
beside structures
Controlled fill and Controlled
95
100
backfill under footings, pavements
and structures
Refill, overblasts and undercut
N/A
100
materials
Under Roadways, top
95
100
12 inches
Subgrade (Top of fill, backfill or
cut)
Under building slabs, steps
93
98
and parking lots, top 12 inches
Under footings, top 12 inches
95
100
Under sidewalks, and grass
85
90
areas, top 6 inches
3.8 FINISH OPERATIONS
3.8.1 Site Grading
Grade to finished grades indicated within 0.10 foot. Grade areas to drain
water away from structures and to provide suitable surfaces for mowing
machines. Existing grades which are to remain but are disturbed by the
Contractor's operations shall be restored.
3.8.2 Finishing Subgrades Under Structures and Pavements
Finish surface of top lift of fill or top of subgrade to the elevation and
cross section indicated. Finished surface shall be smooth and of uniform
SECTION 02301 Page 11

` CONSTRUCT PARKING LOTS, BUILDING 825, MCS CAMP LEJEUNE 05023543
texture. Lightly scarify or blade the finished surface to bring the
finished surface to within 0.05 foot of the indicated grade and to
eliminate imprints made by compaction and shaping equipment. Surface shall
show no deviations in excess of 3/8 inch when tested with a 10 foot
straightedge.
3.8.3 Spreading Topsoil
Clear areas indicated or specified to receive topsoil of materials
interfering with planting and maintenance operations. Do not place topsoil
when subgrade is frozen, extremely wet or dry, or in other conditions
detrimental to seeding, planting, or grading. Spread topsoil to a uniform
depth of 4 inches over the designated area.
3.8.4 Borrow Areas
Excavation and backfilling of borrow pit shall ensure proper drainage.
3.8.5 Disposition of Surplus Material
Surplus or other soil material not required or suitable for filling,
backfilling, or embankment shall be removed from Government property.
3.8.6 Protection of Surfaces
Protect newly graded areas from traffic, erosion, and settlements that may
occur. Repair or reestablish damaged grades, elevations, or slopes prior
to acceptance of work.
3.9 FIELD QUALITY CONTROL
3.9.1 Sampling
Furnish one 50 pound composite sample of borrow material to be used.
Submit samples, in the number directed, whenever the source or character of
the fill, backfill, or embankment material changes. Contain each sample in
a clean container and fasten to prevent loss of material. Tag each sample
for identification. Tag shall contain the following information:
Contract No.
Sample No. _
Date of Sample
Sampler
Source
Intended Use
3.9.2 Tests
Test fill and backfill using ASTM C 136 for conformance to ASTM C 33, and
ASTM D 2487 gradation limits. Test fill and backfill for material finer
than the No. 200 sieve using ASTM D 1140. Test fill and backfill for
liquid limit and plasticity index using ASTM D 4318. Test fill, backfill
and subgrade in cut materials for moisture density relations using ASTM D
698, ASTM D 1557 or ASTM D 4253 and ASTM D 4254. Perform one of each of
the required tests for each material used when directed. Provide
additional tests as specified above for each source change. Perform
density tests in randomly selected locations using ASTM D 2922 and ASTM D
3017 as follows: one test per 10,000 square feet in each layer of lift_
SECTION 02301 Page 12

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
3.9.3 Controlled Fill
Method of in -place density tests shall be in accordance with paragraph
entitled "Tests." Acceptance of the compacted material shall be
determined in each location by the results of a minimum of two consecutive
tests. The average of two tests shall Equal or exceed the specified
density. The location of the tests for each compacted layer will be
randomly selected by the Contracting Officer.
3.9.4 Controlled Fill
Method of in -place density tests on the fill area by use of a system of
grid lines covering the entire fill area.
3.9.4.1 Locations
The location of field density tests on the established grid for the unit of
fill being tested will be selected by the Contracting Officer using a table
of random numbers similar to the Asphalt Institute Publication, Appendix B,
Manual Series No. 10 (AI MS-10).
3.9.4.2 Acceptance
Acceptance of the compacted materials shall be determined in each unit by
the results of a series of three consecutive field in -place density tests.
Method of in -place tests shall be in accordance with paragraph "Tests."
The average of three tests shall equal or exceed the specified average
density requirement. Fill shall be accepted or rejected by units with a
complete unit being reworked in the event of rejection. A unit shall
consist of 25 percent of the total embankment or fill quantity, whichever
is less and have a minimum of 2 feet of fill.
-- End of Section --
SECTION 02301 Page 13

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE
05023543
SECTION 02823
RE-ESTABLISHING VEGETATION
1.0/99
PART 1 GENERAL
1.1. GENERAL REQUIREMENTS
The work covered by this section consists of preparing seedbeds; furnishing
and placing limestone, fertilizer, and seed compacting seedbeds;
furnishing, placing, and securing mulch; mowing; and other operations
necessary for the permanent establishment of grasses.
Seeding and mulching shall be performed on all earth areas disturbed by
construction. Provide seeding and mulching of all areas. The Contractor
shall adapt his operations to variations in weather or soil conditions as
necessary for the successful establishment and growth.
The quantity of mowing to be performed will be
conditions which occur during the construction
quantity of mowing may be increased, decreased,
the direction of the Contracting Officer. Such
not be considered as alterations in the details
in the character of the work.
PART 2 PRODUCTS
2.1 FERTILIZER
affected by the actual
of the project. The
or eliminated entirely at
variations in quantity will
of construction or a change
The quality of all fertilizer and all operations in connection with the
furnishing of this material shall comply with the requirements of the North
Carolina Fertilizer Law and with the rules and regulations, adopted by the
North Carolina Board of Agriculture in accordance with the provisions of
said law, in effect at the time of sampling. Fertilizer shall be 10-10-10.
Dry fertilizer shall have been manufactured from cured stock. Liquid
fertilizer shall be stored and cared for after manufacture in a manner that
will prevent loss of plant food values.
2.2 LIMESTONE
The quality of all limestone and all operations in connection with the
furnishing of this material shall comply with the requirements of the North
Carolina Lime Law and with the rules and regulations adopted by the North
Carolina Board of. Limestone shall be agricultural grade ground Dolomitic
limestone. All limestone shall contain not less than 90 percent calcium
carbonate equivalents. Dolomitic limestone shall contain not less than 10
percent of magnesium. Dolomitic limestone shall be so graded that at least
90 percent will pass through a U.S. Standard 20 mesh screen, and at least
35 percent will pass through a U.S. Standard 100 mesh screen.
2.3 SEED
The quality of all seed and all operations in connection with the
furnishing of this material shall comply with the requirements of the North
Carolina Seed Law and with the rules and regulations adopted by the North
SECTION 02823 Page 1

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
Carolina Board of Agriculture. Seed shall have been approved by the North
Carolina Department of Agriculture before being sown. No seed will be
accepted with a date of test more than 8 months prior to the date of
sowing, excluding the month in which the test was completed. Seed mix by
weight shall be 50% KY-31 Fescue, 20% Annual Rye, 30% Unhulled Bermuda.
2.4 MULCH FOR EROSION CONTROL
Mulch for erosion control shall consist of grain straw or other acceptable
material, and shall have been approved by the Contracting Officer before
being used. All mulch shall be reasonably free from mature seed bearing
stalks, roots, or bulblets. Material for holding mulch in place shall be
asphalt or other approved binding material.
2.5 MATTING FOR EROSION CONTROL
2.5.1 General
Matting for erosion control shall be or excelsior matting. Other
acceptable material manufactured especially for erosion control may be used
when approved by the Contracting Officer in writing before being used.
Matting for erosion control shall not be dyed, bleached, or otherwise
treated in a manner that will result in toxicity to vegetation.
2.6 WATER
Water used in the planting or care of vegetation shall meet the requirements
of Class C fresh waters as defined in 15 NAC 2B.0200.
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
The work shall be performed immediately upon completion of earthwork areas.
No exception will be made to this requirement unless otherwise permitted
in writing by the Contracting Officer. Upon failure or neglect on the part
of the Contractor to coordinate his grading with seeding and mulching
operations and diligently pursue the control of erosion and siltation, the
Contracting Officer may suspend the Contractor's operations until such time
as the work is coordinated in a manner acceptable to the Contracting
Officer.
3.2 SEEDBED PREPARATION
The Contractor shall cut and satisfactorily dispose of weeds or other
unacceptable growth on the areas to be seeded. The soil shall then be
scarified or otherwise loosened to a depth of not less than 3 inches except
as otherwise provided below or otherwise directed by the Contracting
Officer. Clods shall be broken and the top 2 to 3 inches of soil shall be
worked into an acceptable seedbed by the use of soil pulverizers, drags, or
harrows; or by other methods approved by the Contracting Officer. All rock
and debris 3 inches or larger shall be removed prior to the application of
seed and fertilizer. On cut slopes that are 2:1 and steeper, both the
depth of preparation and the degree of smoothness of the seedbed may be
reduced as permitted by the Contracting Officer, but in all cases the slope
surface shall be scarified, grooved, trenched, or punctured so as to
provide pockets, ridges, or trenches in which the seeding materials can
lodge. On cut slopes that are either 2:1 or steeper, the Contracting
Officer may permit the preparation of a partial or complete seedbed during
SECTION 02823 Page 2

CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
the initial grading of the slope. If at the time of final seeding and
mulching operations such initial preparation is still in a condition
acceptable to the Contracting Officer, additional seedbed preparation may
be reduced or eliminated. Seedbed preparation within 2 feet of the edge of
any pavement shall be limited to a depth of 2 to 3 inches. The preparation
of seedbeds shall not be done when the soil is frozen, extremely wet, or
when the Contracting Officer determines that it is an otherwise unfavorable
working condition.
3.3 LIMESTONE AND FERTILIZER
Limestone may be applied as a part of the seedbed preparation, provided it
is immediately worked into the soil. If not so applied, limestone and
fertilizer shall be distributed uniformly over the prepared seedbed and
then harrowed, raked, or otherwise thoroughly worked into the seedbed.
Apply fertilizer at the rate of 25'pounds per 1000 square feet. Apply lime
at the rate of 40 pounds per 1000 square feet. Application equipment for
liquid fertilizer, other than a hydraulic seeder, shall be calibrated to
ensure that the required rate of fertilizer is applied uniformly.
3.4 SEEDING
Seed shall be distributed uniformly over the seedbed at the rate of 2
pounds per 1000 square feet. Seed shall be harrowed, dragged, raked, or
otherwise worked so as to cover the seed with a layer of soil. The depth
of covering shall be 1/4 inch. when a hydraulic seeder is used for
application of seed and fertilizer, the seed shall not remain in water
containing fertilizer for more than 30 minutes prior to application unless
otherwise permitted by the Contracting Officer. Immediately after seed has
been properly covered the seedbed shall be compacted in the manner and
degree approved by the Contracting Officer.
3.5 MULCHING
All seeded areas shall be mulched. Grain straw or excelsior mat may be
used as mulch at any time of the year. Mulch shall be applied within 24
hours after completion of seeding unless otherwise permitted by the
Contracting Officer. Care shall be exercised to prevent displacement of
soil or seed or other damage to the seeded area during the mulching
operations. Mulch shall be uniformly spread by hand or by approved
mechanical spreaders or blowers which will provide an acceptable
application. An acceptable application will be that which will allow some
sunlight to penetrate and air to circulate but also partially shade the
ground, reduce erosion, and conserve soil moisture. Mulch shall be held in
place by applying a sufficient amount of asphalt or other approved binding
material to assure that the mulch is properly held in place. The rate and
method of application of binding material shall meet the approval of the
Contracting Officer. Where the binding material is not applied directly
with the mulch it shall be applied immediately following the mulch
application. During the application of binding material, adequate
precautions shall be taken to prevent damage to vehicles, structures,
guardrails, and devices. Areas where seeding and mulching have been
performed shall be maintained in a satisfactory condition until final
acceptance of the project. Maintenance shall include mowing at the
location and times directed by the Contracting Officer. Areas of damage or
failure due to any cause shall be corrected by being repaired or by being
completely redone as may be directed by the Contracting Officer.
Excelsior matting shall be installed on all seeded slopes greater than 3:1
(h:v). Install the matting per the manufacturer's printed instructions.
SECTION 02823 Page 3

v CONSTRUCT PARKING LOTS, BUILDING 825, MCB CAMP LEJEUNE 05023543
-- End of Section --
SECTION 02823 Page 4

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