SW8050830_HISTORICAL FILE_20060504

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW8 d S c)8 3 a
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 D o ( o5 o `f

W A rFjgQ�
Michael F. Easley, Governor
O��F
William G. Ross Jr., Secretary
-
-
- North Ciro Iinabepartment of Environment and Natural Resources
-�
Alan W. Klimek, P.E. Director
Division of Water Quality
May 4, 2006
Commander Laurence Readal
Commanding General, MCB Camp Lejeune �COp 1
1005 Michael Road
Camp Lejeune, NC 28542 �V
Subject: Stormwater Permit No. SW8 050830
P-945 EOD Operations Facility
CC# N62470-05-13-5011
High Density Project
Onslow County
Dear Commander Readal:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for P-945 EOD Operations Facility on March 3, 2006, Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 21-1.1000. We are forwarding Permit No. SW8 050830
dated May 4, 2006, for the construction of the subject project.
This permit shall be effective from.the date of issuance until May 4, 2016, and shall be subject
to the conditions and limitations as specified therein. -Please pay special attention to the
�pcration �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 sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E 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 Linda Lewis, or me at [phone].
Sincerely,
Ed-
ward Beck
Regional Supervisor
Surface Water Protection Section
ENBlarl: S:IWQSISTORMWATIPERMIT1050830.may06
cc: David Jackson, P.E., NAVFAC Atlantic
Linda Lewis
Wilmington Regional Office
Central Fifes
o ` NhCarolina
Naturn!!il
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Custt7mer Service
Wilmington Regional Office Internet: www.ncwater ualit .or Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledll0% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 050830
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commander Readal & USMC Base Camp Lejeune
P-945 EOD Operations Facility (CC# N62470-05-B-5011)
McHugh Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) bio-retention basins 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
Ouality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 4, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the.application and other supporting data.
2: This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls Ipbeled B-1 anq B-2 have been designed to handle the runoff from
45,325 ft and 33,451 ft of impervious area, respectively.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit makes no provision for any
future development.
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 ail such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

T
State Stormwater Management
Systems
Permit No. SW8 050830
6. The following design criteria have been provided in the bio-retention
basins and
must be maintained at design condition:
Basin B-1
Basin B-2
a.
Drainage Area, 9cres:
1.554
1.214
Onsite, ft : -
67,692
52,882
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ft2:
45,325
34,964
C.
Design Storm, inches:
1
1
d.
Basin Design Depth, feet:
.985
.984
e.
Bottom Elevation, FMSL:
29.035
29.364
f.
Bottom Surface Area, ft2:
3,700
2,735
g.
Permitted Storage Volume, ft3:
4,158
3,142
h.
Storage Elevation, FMSL:
30.02
30.348
i.
Surface Area at Storage Elev., ft2:
4,743
3,651
j.
Total Number of Stems provided:
85
63
Trees:
31
23
Shrubs:
62
44
k.
Underdrain Provided?
No
No
I.
Receiving Stream/River Basin.
Cogdel's Creek /
White Oak
M.
Stream Index Number:
WOK02 19-23
n.
Classification of Water Body:
"SC NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
4. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050830
5. 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 replacement of diseased vegetation and mulch.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, catch basins and
piping.
g. Access to the stormwater facility must be available at all times.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at 'a11 times.
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, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, 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. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050830
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or -a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property.during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. 'Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this theAth day of May 2006.
NORTH,C-AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan lime P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050830
P-945 EOD Operations Facility
Stormwater Permit No. SW8 050830
CC# N62470-05-13-5011
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Mandgernent Systems
Permit No. SW8 050830
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area. .
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system..
5. The basin elevations are per the approved plans.
6. The basin is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. The required number of landscape plantings has been provided and are
correctly located in the basin per the approved plans.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. All required design depths are provided.
12. All required parts of the system are provided..
13. The required system dimensions are provided per the approved plans.
CC.' NCDENR-DWQ Regional Office
Page 7of7

1
f..,: r orrlc>;'USr:QtvLY �..'.• r.: k.. *,.
Date Received Fee Paid Permit Nurnber
4J0.ob ,swY 0S0830
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied for Use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
C N eLr�
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Gorn►l��ivDC72
3. Mailing Address for person listed in item 2 above:
lw 5�3 �t�EL—FDA D
City_ -P I- E State: AIC Zip: z 6 S4 Z.
Telephone Number: ( 91a _ ) 4 � � - 2-2 f-3
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
LK5 EDD o �oN G T`f G N�
5. Location of Project (street address):
City: T-IGILSDAI V/GGE AI GG County: d N 5 & 0 c.0
6. Directions to project (from nearest major intersection):
ism s" 48TG f_1ouQnI,8 &VD
5Z5- ,Q7- 12 l c1 lz,�J 91a1,r oA-) in G66 - IiMe>
g ?7°18t49+' (6/ p
7. Latitude: 3q' 39 08 tom! Longitude: of ro'ect
8. Contact person who can answer questions about the project:
Name: 7d��J t Tj J �Li�SaI.� P Telephone Number: (7S ?
lI. PERMIT INFORMATION:
1. Specify whether project is (check one): _X New Renewal
Modification
Form SWU-101 Version 3.99
Page 1 of 4

2., If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number _W—A and its issue date (if known)
3. Specify the type of project (check one):
Low Density _____High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
5 i 0 ZM boA T 72 4Ljig ,U TJI - Ifl,PDu�i f/ O UE,ZLi9,J _ G r�1T
AWA5S -- LEAVED S4vA 5 AAyiD 3A51AU S
2. Stormwater runoff from this project drains to the Gti ffl TE 0,4,L River basin.
3. Total Project Area: :3 - Sg acres 4. Project Built Upon Area: ¢� • %
5. How many drainage areas does the project have?
If-
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Ir�forrnat3on�� °
� DraindgerWreaxl �� x��
""'�..-.:7Jr.'•
,���r����Draina�c Area 2MV
'�
Receiving Stream Name
Receiving Stream Class
-5C , SW
SG • �VSc.v
Drainage Area
4554 Ar , 6-WZ 5F
/. Z14 A
Existing Impervious* Area
O
O
Proposed Impervious*Area
%. 041 Af _ 45, 325 ✓F
O, 763 A - 33, 4 5/ 5�
% Impervious" Area (total)
66• 9 ¢ 0`
3, 2-:5 Q�o
*
^Impervious a5urface Area �,r�
`'"Drainage, really
y � r . _ �w ,A fr
1]eama =eNArea�2��
g .. . ai ag r
On -site Buildings
0,146 A 5& 5F
to, zoa Ae- 9,060 5F
On -site Streets
0, Z01 Ac - I Z,Z23 5;
On -site Parking
0, 533 A c, - Z3,114? 51=
6 5-5-S A es
On -site Sidewalks
Q, D79 A G - 3,4ZZ Sr`
O. 007 A c. - 301 5F
Other on -site
6, 00 3 A c. - 124, SF
Off -site
p
Total: �, 0¢1,Ae - 45 3Z67-
I Total: p,768Ae- - 33,451 SF
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

,.Cx•'... �.i�, ..,.:... .x....l y'r:. r.. .� �. .:; i.:=l?i+. ,: ... ,.., t•'i L.a .:a;s �. ,o s�:I1-alp .r•=.�. ... 'i.x,t; ii.,r.�'.'". ea. d6Ri-. aa's!� ii, �
T. How was the�off=site iinpervi6ui -area listed above derived? r�L' Sv VP '
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may riot be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of ariy lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and Ceneral Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
F'orin SWU-101 Version 3.99 Page 3 of 4

VIi= SUBMITTAL REQUIREMENTS m .. „ , , ,�. .: r j,.....�r.,, .�: ; �, •, . _:.',�,
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP x,7C
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management Tp
• Two copies of plans and specifications, including: 'D
Development/Project name
Engineer and firm
-Legend
- North arrow
Scale
— - Revision number & date
- Mean high water line
Dimensioned property/project boundary
Location map with'named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage casements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):_DAU_1�D C --A6.CSn�JJ, �E NA.VfhG pTl,&d Tre
Mailing Address: GODrC OPC4B 3 4-504 bwW10 'oA-> 24 V
City: n��TjL,(� _ State,. VA Zip: 2-3 $D95
Phone: L -,j 1 ) 3 ZZ - 4Z97 - Fax: (_ 7577. ) 3 ZZ — n
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Infor on, item 2) /Y)yY1J¢7J��,e LAUD GE )Zff14D144_
certify that the information ' luded on this p r it al plication form is, to the best of my knowledge, correct and
that the project will be co s cted in confor 1, ce will the approved plans, that the required deed restrictions
and protective covenan . i e recorded, n that t e proposed project complies with the requirements of 15A
NCAC 21-1 .1000. !♦
J +
Signature: Date:
Form SWU-101 Version 3.99 Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 050830
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commander Reada! & USMC Base Camp Lejeune
P-945 EOD Operations Facility (CC# N62470-05-B-5011)
McHugh Boulevard, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of two (2) bio-retention basins 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 May 4, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls Ipbeled B-1 anq B-2 have been designed to handle the runoff from
45,325 ft and 33,451 ft of impervious area, respectively.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit makes no provision for any
future development.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050830
0
The following design criteria have been provided in the bio-retention basins and
must be maintained at design condition:
Basin B-'I
Basin B-2
a.
Drainage Area, 9cres:
1.554
1.214
Onsite, ft :
67,692
52,882
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ft2:
45,325
34,964
C.
Design Storm, inches:
1
1
d.
Basin Design Depth, feet:
.985
.984
e.
Bottom Elevation, FMSL:
29.035
29.364
f.
Bottom Surface Area, ft2:
3,700
2,735
g.
Permitted Storage Volume, ft3:
4,158
3,142
h.
Storage Elevation, FMSL:
30.02
30.348
i.
Surface Area at Storage Elev., ft2:
4,743
3,651
j.
Total Number of Stems provided:
85
63
Trees:
31
23
Shrubs:
62
44
k.
Underdrain Provided?
No
No
I.
Receiving Stream/River Basin:
Cogdel's Creek 1
White Oak
M.
Stream Index Number:
WOK02 19-23
n.
Classification of Water Body:
"SC NSW"
ll. 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 facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
4. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050830
5. 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 replacement of diseased vegetation and mulch.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, catch basins and
piping.
g. Access to the stormwater facility must be available at all times.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, 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. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

I
State Stormwater Management Systems
Permit No. SW8 050830
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The Permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 4th day of May 2006.
NO M CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�Z'6�
for Alan . Klimek, P.., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

DEPARTMENT OF THE NAVY TELEPHONE:
OFFICER IN CHARGE OF CONSTRUCTION 910-451-2581
i RESIDENT OFFICER IN CHARGE OF CONSTRUCTION FAX [phone]
NAVAL. FACILITIES ENGINEERING COMMAND CONTRACTS IN REPLY REFER TO:
1005 MICHAEL ROAD N62472-01-D-0075
CAMP LEJEUNE, NC 28547-2521 JAX/A2/khl
31 May 2007
State of North Carolina
Department of Environment SUS Zd41
Health & Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive
Wilmington, NC 28405
Re: Contract No. N62472-02-D-3583 Task Order 0029, P-945 EOD
Operations Facility, Marine Corps Base, Camp Lejeune, North
Carolina
Gentlemen:
In accordance with your letter of May 4, 2006 (Permit No SW8 050830), it is herein
certified that all work was accomplished in accordance with the approved plans land
specifications. f
For further information contact the undersigned at 910-451-2581 ext. 245.
Encl: Certification
Copy:
PW-Design
EMD (David Balog)
Sincerely,
0 —�
K. H. LACY, P.E.
Supervisory Assistant Officer
In Charge of Construction
Quality Performance ... Quality Results

State Stormwater Management Systems
Permit No. SW8 050830
P-945 EOD Operations Facility
Stormwater Permit No. SW8 050830
CC# N62470-05-B-5011
Onslow County
Designer's Certification
, as a duly registered /G S�a�� FI�14,eYr in the
State of North Carolina, having been authorized to obse (periodically
,Woe) the construction of the project,
L- qYr
(Project)
I
for 6,00 ke f (Ili e (Project Owner) hereby state that, to the
best of my abilities, Ae care'land diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
lot`pf�
Registration Number
IC11
Date S / 31 �� u '
h c a
SEAS.
14433 °
D
0
vLr rH N
�g yg"7fl � 99 i S4'=0�
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050830
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.
$13. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
�W_A_4. All roof drains are located such that the runoff is directed into the system.
/ 5. The basin elevations are per the approved plans.
/ 6. The basin is located per the approved plans.
111 7. A Trash Rack is provided on the outlet/bypass structure.
�8. The required number of landscape plantings has been provided and are
correctly located in the basin per the approved plans.
LX9. Vegetated slopes are no steeper than 3:1.
�10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. All required design depths are provided.
12. All required parts of the system are provided.
OJI The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Page 7 of 7

j% 1
Naval Facilities Engineering Command
NAVFAC ATLANTIC
BOD Operations Facility
At the
Camp Lejeune MCB, NC
(P945)
SPECIFICATION PREPARED BY:
Civil: D.C. Jackson, P.E.
Structural: R.C. Shaug, P.E.
Specifications: T.G. Owen, P.E.
Mechanical: J.A. Greissinger, P.E.
N62470-05-B-5011
NAVFAC
SPECIFICATION
NO. 05-05-5011
Appropriation: MCON
Electrical.: D.A. Melvin, P.E.
Fire Protection: M.W. Bowen, E.I.T.
Architectural: D.E. Robinson, R.A.
SPECIFICATION APPROVED BY:
Section Head: S.C. Ericson, _P.E./H.B. Williams, P.E.
Director, Capital Improvements: D.L. Bryant, P.E.
For Commander, NAVFAC Atlantic:
Date:

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
SECTION 02231
CLEARING AND GRUBBING
09/03
PART 1 GENERAL
1.1 SUBMITTALS
05055011
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval. The following shall be submitted in accordance with Section 01330
SUBMITTAL PROCEDURES:
SD-03 Product Data
Nonsaleable Materials; G
Written permission to dispose of such products on private
property shall be filed with the Contracting Officer.
SD-04 Samples
Tree wound paint
1.2 DELIVERY, STORAGE, AND HANDLING
Deliver materials to, store at the site, and handle in a manner which will
maintain the materials in their original manufactured or fabricated
condition until ready for use.
PART 2 PRODUCTS
2.1 TREE WOUND PAINT
Bituminous based paint of standard manufacture specially formulated for
tree wounds.
PART 3 EXECUTION
3.1 PROTECTION
3.1.1 Roads and Walks
Keep roads and walks free of dirt and debris at all times.
3.1.2 Trees, Shrubs, and Existing Facilities
Trees and vegetation to be left standing shall be protected from damage
incident to clearing, grubbing, and construction operations by the erection
of barriers or by such other means as the circumstances require.
3.1.3 Utility Lines
Protect existing utility lines that are indicated to remain from damage.
Notify the Contracting Officer immediately of damage to or an encounter
with an unknown existing utility .line. The Contractor shall be responsible
for the repairs of damage to existing utility lines that are indicated or
SECTION 02231 Page 1

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
made known to the Contractor prior to start of clearing and grubbing
operations. When utility lines which are to be removed are encountered
within the area of operations, the Contractor shall notify the Contracting
Officer in ample time to minimize interruption of the service. Refer to
Section 01310, ADMINISTRATIVE REQUIREMENTS and Section 01575N, TEMPORARY
ENVIRONMENTAL CONTROLS for additional utility protection.
3.2 CLEARING
Clearing shall consist of the felling, trimming, and cutting of trees into
sections and the satisfactory disposal of the trees and other vegetation
designated for removal, including downed timber, snags, brush, and rubbish
occurring within the areas to be cleared. Trees, stumps, roots, brush, and
other vegetation in areas to be cleared shall be cut off flush with or
below the original ground surface, except such trees and vegetation as may
be indicated or directed to be left standing. Trees designated to be left
standing within the cleared areas shall be trimmed of dead branches 40 mm
or more in diameter and shall be trimmed of all branches the heights
indicated or directed. Limbs and branches to be trimmed shall be neatly
cut close to the bole of the tree or main branches. Cuts more than 40 mm
in diameter shall be painted with an approved tree -wound paint.
3.3 TREE REMOVAL
Where indicated or directed, trees and stumps that are designated as trees
shall be removed from areas outside those areas designated for clearing and
grubbing. This work shall include the felling of such trees and the
removal of their stumps and roots as specified in paragraph GRUBBING.
Trees shall be disposed of as specified in paragraph DISPOSAL OF MATERIALS.
3.4 PRUNING
Prune trees designated to be left standing within the cleared areas of dead
branches 38 mm or more in diameter; and trim branches to heights and in a
manner as indicated. Neatly cut limbs and branches to be trimmed close to
the bole of the tree or main branches. Paint cuts more than 32 mm in
diameter with an approved tree wound paint.
3.5 GRUBBING
Grubbing shall consist of the removal and disposal of stumps, roots larger
than 75 mm in diameter, and matted roots from the designated grubbing
areas. Material to be grubbed, together with logs and other organic or
metallic debris not suitable for foundation purposes, shall be removed to a
depth of not less than 455 mm below the original surface level of the
ground in areas indicated to be grubbed and in areas indicated as
construction areas under this contract, such as areas for buildings, and
areas to be paved. Depressions made by grubbing shall be filled with
suitable material and compacted to make the surface conform with the
original adjacent surface of the ground.
3.6 DISPOSAL, OF MATERIALS
3.6.1 Saleable Timber
The Government shall, by separate contract, harvest all saleable timber
from the project site. All remaining timber, limbs, tops, stumps, and
debris shall be cleared and disposed of by the Contractor as specified.
SECTION 02231 Page 2

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.6.2 Nonsaleable Materials
05055011
Logs, stumps, roots, brush, rotten wood, and other refuse from the clearing
and grubbing operations, except for salable timber, shall be disposed of in
the designated waste disposal area or outside the limits of
Government -controlled land at the Contractor's responsibility, except when
otherwise directed in writing. Such directive will state the conditions
covering the disposal of such products and will also state the areas in
which they may be placed.
-- End of Section --
SECTION 02231 Page 3

.4
if
EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
SECTION 02313N
EXCAVATION AND FILL
06/04
PART 1 GENERAL
1.1 REFERENCES
05055011
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.
AMERICAN WATER WORKS ASSOCIATION(AWWA)
AWWA C600 (1999) Installation of Ductile -Iron Water
Mains and Their Appurtenances
ASTM INTERNATIONAL (ASTM)
ASTM
C
136
(2004) Sieve Analysis of Fine and Coarse
Aggregates
ASTM
C
33
(2003) Concrete Aggregates
ASTM
D
1140
(2000) Amount of Material in Soils Finer
than the No. 200 (75-micrometer) Sieve
ASTM
D
1556
(2000) Density and Unit Weight of Soil in
Place by the Sand -Cone Method
ASTM
D
1557
(2002el) Laboratory Compaction
Characteristics of Soil Using Modified
Effort (56,000 ft-lbf/cu. ft. (2,700
kN-m/cu.m.))
ASTM D 2321
(2000) Underground Installation of
Thermoplastic Pipe for Sewers and Other
Gravity -Flow Applications
ASTM D 2487
(2000) Soils for Engineering Purposes
(Unified Soil Classification System)
ASTM D 2922
(2004) Density of Soil and Soil -Aggregate
in Place by Nuclear Methods (Shallow Depth)
ASTM D 3017
(2004) Water Content of Soil and Rock in
Place by Nuclear Methods (Shallow Depth)
ASTM D 3786
(2001) Hydraulic Bursting Strength of
Textile Fabrics -Diaphragm Bursting
Strength Tester Method
ASTM D 4318
(2000) Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
ASTM D 4355
(2002) Deterioration of Geotextiles from
Exposure to Light, Moisture and Heat in a
SECTION 02315N Page 1

' � t
EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
Xenon -Arc Type Apparatus
ASTM D 4491 (1999a) Water Permeability of Geotextiles
by Permittivity
ASTM D 4533 (1991•; R 1996) Trapezoid Tearing Strength
of Geotextiles
ASTM D 4632 (1991; R 2003) Grab Breaking Load and
Elongation of Geotextiles
ASTM D 4751 (1999a) Determining Apparent Opening Size
of a Geotextile
ASTM D 4759 (2002) Determining the Specification
Conformance of Geosynthetics
ASTM D 4833 (2000e1) Index Puncture Resistance of
Geotextiles, Geomembranes, and Related
Products
ASTM D 698 (2000ael) Laboratory Compaction
Characteristics of Soil Using Standard
Effort (12,400 ft-lbf/cu. ft. (600
kN-m/cu. m.))
U.S. ARMY CORPS OF ENGINEERS (USACE)
COE EM 385-1-1 (2003) Safety -- Safety and Health
Requirements
U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)
EPA 530/F-93/004 (1993; Rev O; Updates I, II, IIA, IIB, and
III) Test Methods for Evaluating Solid
Waste (Vol IA, IB, IC, and II) (SW-846)
EPA 600/4--79/020 (1983) Methods for Chemical Analysis of
Water and Wastes
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
NCDOT RS (1995) Roads and Structures
1.2 DEFINITIONS
1.2.1 Capillary Water Barrier
A layer of clean, poorly graded crushed rock, stone, or natural sand or
gravel having a high porosity which is placed beneath a building slab with
or without a vapor barrier to cut off the capillary flow of pore water to
the area immediately below a slab.
1.2.2 Degree of Compaction
Degree of compaction is expressed as a percentage of the maximum density
obtained by the test procedure presented in ASTM D 698, for general soil
types, abbreviated as percent laboratory maximum density.
SECTION 02315N Page 2

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
1.2.3 Hard Materials
05055011
Weathered rock, dense consolidated deposits, or conglomerate materials
which are not included in the definition of "rock" but which usually
require the use of heavy excavation equipment, ripper teeth, or jack
hammers for removal.
1.2.4 Pile Supported Structure
As used herein, a structure where both the foundation and floor slab are
pile supported.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval. The following shall be submitted in accordance with Section 01330
SUBMITTAL PROCEDURES:
SD-06 Test Reports
Borrow Site Testing; G
Fill and backfill test
Select material test
Porous fill test for capillary water barrier
Density tests
Copies of all laboratory and field test reports within 24 hours of the
completion of the test.
1.4 DELIVERY, STORAGE, AND HANDLING
Perform in a manner to prevent contamination or segregation of materials.
1.5 CRITERIA FOR BIDDING
Base bids on the following criteria:
a. Surface elevations are as indicated.
b. Pipes or other artificial obstructions, except those indicated,
will not be encountered.
C. Ground water elevations .indicated by the boring log were those
existing at the time subsurface investigations were made and do
not necessarily represent ground water elevation at the time of
construction.
d. Material character is indicated by the boring logs.
e. Hard materials and rock will not be encountered.
f. Borrow material and bedding material in the quantities required is
not available on Government property.
SECTION 02315N Page 3

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
g. Blasting will not be permitted. Remove material in an approved
manner,
1.6 REQUIREMENTS FOR OFF SITE SOIL
Soils brought in from off site for use as backfill shall be tested for TPH,
BTEX and full TCLP including ignitability, corrosivity and reactivity.
Backfill shall contain less than 100 parts per million (ppm) of total
petroleum hydrocarbons (TPH) and less than 10 ppm of the sum of Benzene,
Toluene, Ethyl Benzene, and Xylene (BTEX) and shall not fail the TCPL test.
TPH concentrations shall be determined by using EPA 600/4-79/020 Method
418.1. BTEX concentrations shall be determined by using EPA 530/F-93/004
Method 5030/8020. TCLP shall be performed in accordance with EPA
530/F-93/004 Method 1311. Provide Borrow Site Testing for TPH, BTEX and
TCLP from a composite sample of material from the borrow site, with at
least one test from each borrow site. Material shall not be brought on
site until tests have been approved by the Contracting Officer.
1.7 QUALITY ASSURANCE
1.7.1 Utilities
Movement of construction machinery and equipment over pipes and utilities
during construction shall be at the Contractor's risk. Excavation made
with power -driven equipment is not permitted within 600 mm 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 grade is assured. Support uncovered lines or
other existing work 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.
PART 2 PRODUCTS
2.1 SOIL MATERIALS
2.1.1 Satisfactory Materials
Any materials classified by ASTM D 2487 as GW, GP, GM, GP -GM, GW-GM, GC,
GP -GC, GM -GC, SW, SP, SM, SW-SM, free of debris, roots, wood, scrap
material, vegetation, refuse, soft unsound particles, and frozen,
deleterious, or objectionable materials. Unless specified otherwise, the
maximum particle diameter shall be one-half the lift thickness at the
intended location.
2.1.2 Unsatisfactory Materials
Materials which do not comply with the requirements for satisfactory
materials. Unsatisfactory materials also include man-made fills, trash,
refuse, or backfills from previous construction. Unsatisfactory material
also includes material classified as satisfactory which contains root and
other organic matter, frozen material, and stones larger than 100 mm. The
Contracting Officer shall be notified of any contaminated materials.
2.1.3 Cohesionless and Cohesive Materials
Cohesionless materials include materials classified in ASTM D 2487 as GW,
SECTION 02315N Page 4

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
GP, SW, and SP. Cohesive materials include materials classified as GC, SC,
ML, CL, MH, and CH. Materials classified as GM, GP -GM, GW-GM, SW-SM,
SP-SM, and SM shall be identified as cohesionless only when the fines are
nonplastic (plasticity index equals zero). Materials classified as GM and
SM will be identified as cohesive only when the fines have a plasticity
index greater than zero.
2.1.4 Common Fill
Approved, unclassified soil material with the characteristics required to
compact to the soil density specified for the intended location.
2.1.5 Backfill and Fill Material
ASTM D 2487, classification GW, GP, GM, SW, SP, SM, with a maximum ASTM D
4318 liquid limit of 35, maximum ASTM D 4318 plasticity index of 12, and a
maximum of 25 percent by weight passing ASTM D 1140, 75 micrometers sieve.
2.1.6 Select Material
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 75 micrometers sieve
when tested in accordance with ASTM D 1140.
Sieve Size Percent Passing by Weight
63 mm 100
4.75 mm 40 - 85
2.00 mm 20 - 80
425 micrometers 10 - 60
75 micrometers 5 - 25
2.1.7 Topsoil
Provide as specified in Section 02921 SEEDING.
2.2 POROUS FILL FOR CAPILLARY WATER BARRIER
ASTM C 33 fine aggregate grading with a maximum of 3 percent by weight
passing ASTM D 1140, 75 micrometers sieve, or coarse aggregate Size 57, 67,
or 77 and conforming to the general soil material requirements specified in
paragraph entitled "Satisfactory Materials."
2.3 UTILITY BEDDING MATERIAL
Except as specified otherwise in the individual piping section, provide
bedding for buried piping in accordance with AWWA C600, Type 4, except as
specified herein. Backfill to top of pipe shall be compacted to 95 percent
of ASTM D 698 maximum density. Plastic piping shall have bedding to spring
line of pipe. Provide ASTM D 2321 materials as follows:
a. Class I: Angular, 6 to 40 mm, graded stone, including a number of
fill materials that have regional significance such as coral,
slag, cinders, crushed stone, and crushed shells.
b. Class II: Coarse sands and gravels with maximum particle size of
SECTION 02315N Page 5

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
40 mm, including various graded sands and gravels containing small
percentages of fines, generally granular and noncohesive, either
wet or dry. Soil Types GW, GP, SW, and SP are included in this
class as specified in ASTM D 2487.
2.3.1 Sand
Clean, coarse -grained sand classified as SW or SP by ASTM D 2487 for bedding
and backfill as indicated.
2.3.2 Gravel
Clean, coarsely graded natural gravel, crushed stone or a combination
thereof identified as #57 or having a classification of GW or GP in
accordance with ASTM D 2487 for bedding and backfill as indicated. Maximum
particle size shall not exceed 75 mm.
2.4 BORROW
Obtain borrow materials required in excess of those furnished from
excavations from sources outside of Government property.
2.5 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.
Fabric shall have the following manufacturer certified minimum average roll
properties as determined by ASTM D 4759:
Class A
Class B
a.
Grab tensile strength (ASTM D 4632)
min. 80D
356 N
machine and transversed direction
b.
Grab elongation (ASTM D 4632)
min. 15
15 percent
machine and transverse direction
C.
Puncture resistance (ASTM D 4833)
min. 356
111 N
d.
Mullen burst strength (ASTM D 3786)
min. 2,000
896 kPa
e.
Trapezoidal Tear (ASTM D 4533)
min. 222
111 N
f.
Apparent Opening Size (ASTM D 4751)
See Criteria
Below
(1) Soil with 50 percent or less particles by weight
passing 75
micrometers Sieve, AOS less than
0.6 mm (greater
than 600
micrometers Sieve)
(2) Soil with more than 50 percent particles by weight passing 75
mircometers Sieve, AOS less than 0.297 mm (greater than 300
micrometers Sieve)
g. Permeability (ASTM D 4491) k fabric greater
than k Soil
h. Ultraviolet Degradation (ASTM D 4355) 70 percent Strength
retained at 150 hours
SECTION 02315N Page 6

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
2.6 MATERIAL FOR RIP -RAP
05055011
Class A Class B
Bedding material, filter fabric and rock conforming to NCDOT RS State
Standard for construction indicated.
2.6.1 Bedding Material
Consisting of sand, gravel, or crushed rock, well graded, (or poorly
graded] with a maximum particle size of 50 mm. Material shall be composed
of tough, durable particles. Fines passing the 75 micrometers standard
sieve shall have a plasticity index less than six.
2.6.2 Grout
Composed of cement, water, an air -entraining admixture, and sand mixed in
proportions of one part portland cement to two parts of sand, sufficient
water to produce a workable mixture, and an amount of admixture which will
entrain sufficient air to produce durable grout, as determined by the
Contracting Officer, Mix grout in a concrete mixer. Mixing time shall be
sufficient to produce a mixture having a consistency permitting gravity
flow into the interstices of the rip -rap with limited spading and brooming.
2.6.3 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 68 kg and that no more than
10 percent of the mixture, by weight, consists of fragments weighing 0.91 kg
or less each. Specific gravity of the rock shall be a minimum of 2.50.
The inclusion of more than trace 1 percent quantities of dirt, sand, clay,
and rock fines will not be permitted.
2.7 BURIED WARNING AND IDENTIFICATION TAPE
Polyethylene plastic and metallic core or metallic -faced, acid- and
alkali -resistant, polyethylene plastic warning tape manufactured
specifically for warning and identification of buried utility lines.
Provide tape on rolls, 75 mm minimum width, color coded as specified below
for the intended utility with warning and identification imprinted in bold
black letters continuously over the entire tape length. Warning and
identification to read, "CAUTION, BURIED (intended service) LINE BELOW" or
similar wording. Color and printing shall be permanent, unaffected by
moisture or soil.
Warning Tape Color Codes
Yellow:
Electric
Yellow:
Gas, Oil; Dangerous Materials
Orange:
Telephone and Other
Communications
Blue:
Water Systems
Green:
Sewer Systems
White:
Steam Systems
SECTION 02315N Page 7

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
2.7.1 Warning Tape for Metallic Piping
05055011
Acid and alkali -resistant polyethylene plastic tape conforming to the
width, color, and printing requirements specified above. Minimum thickness
of tape shall be 0.08 mm. Tape shall have a minimum strength of 10.3 MPa
lengthwise, and 8.6 MPa crosswise, with a maximum 350 percent elongation.
2.7.2 Detectable Warning Tape for Non -Metallic Piping
Polyethylene plastic tape conforming to the width, color, and printing
requirements specified above. Minimum thickness of the tape shall be 0.10
MM. Tape shall have a minimum strength of 10.3 MPa lengthwise and 8.6 MPa
crosswise. Tape shall be manufactured with integral wires, foil backing,
or other means of enabling detection by a metal detector when tape is
buried up to 920 mm deep. Encase metallic element of the tape in a
protective jacket or provide with other means of corrosion protection.
2.8 DETECTION WIRE FOR NON-METALLIC PIPING
Detection wire shall be insulated single strand, -solid copper with a
minimum of 12 AWG.
PART 3 EXECUTION
3.1 PROTECTION
3.1.1 Shoring and Sheeting
Provide shoring bracing cribbing trench boxes and sheeting. In addition to
Section 25 A and B of COE EM 385-1-1 and other requirements set forth in
this contract, include provisions in the shoring and sheeting plan that
will accomplish the following:
a. Prevent undermining of pavements, foundations and slabs.
b. Prevent slippage or movement in banks or slopes adjacent to the
excavation.
C. Allow for the abandonment of shoring and sheeting materials in
place in critical areas as the work is completed. In these areas,
backfill the excavation to within 900 mm of the finished grade and
remove the remaining exposed portion of the shoring before
completing the backfill.
3.1.2 Drainage and Dewatering
Provide for the collection and disposal of surface and subsurface water
encountered during,construction,
3.1.2.1 Drainage
So that construction operations progress successfully, completely drain
construction site during periods of construction to keep soil materials
sufficiently dry. The Contractor shall establish/construct storm drainage
features (ponds/basins) at the earliest stages of site development, and
throughout construction grade the construction area to provide positive
surface water runoff away from the construction activity and/or provide
temporary ditches, swales,,and other drainage features and equipment as
required to maintain dry soils, prevent erosion and undermining of
SECTION 02315N Page 8

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
foundations. When unsuitable working platforms for equipment operation and
unsuitable soil support for subsequent construction features develop,
remove unsuitable material and provide new soil material as specified
herein. It is the responsibility of the Contractor to assess the soil and
ground water conditions presented by the plans and specifications and to
employ necessary measures to permit construction to proceed. Excavated
slopes and backfill surfaces shall be protected to prevent erosion and
sloughing. Excavation shall be performed so that the site, the area
immediately surrounding the site, and the area affecting operations at the
site shall be continually and effectively drained.
3.1.2.2 Dewatering
Groundwater flowing toward or into excavations shall be controlled to
prevent sloughing of excavation slopes and walls, boils, uplift and heave
in the excavation and to eliminate interference with orderly progress of
construction. French drains, sumps, ditches or trenches will not be
permitted within 0.9 m of the foundation of any structure, except with
specific written approval, and after specific contractual provisions for
restoration of the foundation area have been made. Control measures shall
be taken by the time the excavation reaches the water level in order to
maintain the integrity of the in situ material. While the excavation is
open, the water level shall be maintained continuously, at least 0.3 m
below the working level.
3.1.3 Underground Utilities
Location of the existing utilities indicated is approximate. The
Contractor shall physically verify the location and elevation of the
existing utilities indicated prior to starting construction. The
Contractor shall contact the Public Works Department for assistance in
locating existing utilities. The Contractor shall scan the construction
site with electromagnetic and sonic equipment and mark the surface of the
ground where existing underground utilities are discovered.
3.1.4 Machinery and Equipment
Movement of construction machinery and equipment over pipes during
construction shall be at the Contractor's risk. Repair, or remove and
provide new pipe for existing or newly installed pipe that has been
displaced or damaged.
3.2 SURFACE PREPARATION
3.2.1 Clearing and Grubbing
Unless indicated otherwise, remove trees, stumps, logs, shrubs, brush and
vegetation and other items that would interfere with construction
operations within the clearing limits. Remove stumps entirely. Grub out
matted roots and roots over 50 mm in diameter to at least 460 mm below
existing surface.
3.2.2 Stripping
Strip suitable soil from the site where excavation or grading is indicated
and stockpile separately from other excavated material. Material
unsuitable for use as topsoil shall be stockpiled and used for backfilling.
Locate topsoil so that the material can be used readily for the finished
grading. Where sufficient existing topsoil conforming to the material
SECTION 02315N Page 9

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
requirements is not available on site, provide borrow materials suitable
for use as topsoil. Protect topsoil and keep in segregated piles until
needed.
3.2.3 Unsuitable Material
Remove vegetation, debris, decayed vegetable matter, sod, mulch, and
rubbish underneath paved areas or concrete slabs.
3.3 EXCAVATION
Excavate to contours, elevation, and dimensions indicated. Reuse excavated
materials that meet the specified requirements for the material type
required at the intended location. Keep excavations free from water.
Excavate soil disturbed or weakened by Contractor's operations, soils
softened or made unsuitable for subsequent construction due to exposure to
weather. Excavations below indicated depths will not be permitted except
to remove unsatisfactory material. Unsatisfactory material encountered
below the grades shown shall be removed as directed. Refill with
satisfactory material and compact to 95 percent of ASTM D 698 maximum
density. Unless specified otherwise, refill excavations cut below
indicated depth with satisfactory material and compact to 95 percent of
ASTM D 698 maximum density. Satisfactory material removed below the depths
indicated, without specific direction of the Contracting Officer, shall be
replaced with satisfactory materials to the indicated excavation grade;
except as specified for spread footings. Determination of elevations and
measurements of approved overdepth excavation of unsatisfactory material
below grades indicated shall be done under the direction of the Contracting
Officer.
3.3.1 Structures With Spread Footings
Ensure that footing subgrades have been inspected and approved by the
Contracting Officer prior to concrete placement. Fill over excavations
with concrete during foundation placement.
3.3.2 Pile Cap Excavation and Backfilling
Excavate to bottom of pile cap prior to placing or driving piles, unless
authorized otherwise by the Contracting Officer. Backfill and compact
overexcavations and changes in grade due to pile driving operations to 95
percent of ASTM D 698 maximum density.
3.3.3 Pipe Trenches
Excavate to the dimension indicated. Grade bottom of trenches to provide
uniform support for each section of pipe after pipe bedding placement.
Tamp if necessary to provide a firm pipe bed. Recesses shall be excavated
to accommodate bells and joints so that pipe will be uniformly supported
for the entire length. Rock, where encountered, shall be excavated to a
depth of at least 150 mm below the bottom of the pipe.
3.3.4 Excavated Materials
Satisfactory excavated material required for fill or backfill shall be
placed in the proper section of the permanent work required or shall be
separately stockpiled if it cannot be readily placed. Satisfactory material
in excess of that required for the permanent work and all unsatisfactory
material shall be disposed of as specified in Paragraph "DISPOSITION OF
SECTION 02315N Page 10

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
SURPLUS MATERIAL."
3.3.5 Final Grade of Surfaces to Support Concrete
Excavation to final grade shall not be made until just before concrete is
to be placed. For pile foundations, the excavation shall be stopped at an
elevation 150 to 300 mm inches above the bottom of the footing before
driving piles. After pile driving has been completed, the remainder of the
excavation shall be completed to the elevations shown. Only excavation
methods that will leave the foundation rock in a solid and unshattered
condition shall be used. Approximately level surfaces shall be roughened,
and sloped surfaces shall be cut as indicated into rough steps or benches
to provide a satisfactory bond. Shales shall be protected from slaking and
all surfaces shall be protected from erosion resulting from ponding or flow
of water.
3.4 SUBGRADE PREPARATION
Unsatisfactory material in surfaces to receive fill or in excavated areas
shall be removed and replaced with satisfactory materials as directed by
the Contracting Officer. The surface shall be scarified to a depth of 150
mm before the fill is started. Sloped surfaces steeper than 1 vertical to
4 horizontal shall be plowed, stepped, benched, or broken up so that the
fill material will bond with the existing material. When subgrades are
less than the specified density, the ground surface shall be broken up to a
minimum depth of 150 mm, pulverized, and compacted to the specified
density. When the subgrade is part fill and part excavation or natural
ground, the excavated or natural ground portion shall be scarified to a
depth of 300 mm and compacted as specified for the adjacent fill.
Material shall not be placed on surfaces that are muddy, frozen, or contain
frost. Compaction shall be accomplished by sheepsfoot rollers,
pneumatic -tired rollers, steel -wheeled rollers, or other approved equipment
well suited to the soil being compacted. Material shall be moistened or
aerated as necessary to provide the moisture content that will readily
facilitate obtaining the specified compaction with the equipment used.
Minimum subgrade density shall be as specified herein.
3.5 FILLING AND BACKFILLING
Fill and backfill to contours, elevations, and dimensions indicated.
Compact each lift before placing overlaying lift.
3.5.1 Common Fill Placement
Provide for general site. Place in 150 mm lifts. Compact areas not
accessible to rollers or compactors with mechanical hand tampers. Aerate
material excessively moistened by rain to a satisfactory moisture content.
Finish to a smooth surface by blading, rolling with a smooth roller, or
both.
3.5.2 Backfill and Fill Material Placement
Provide for paved areas and under concrete slabs, except where select
material is provided. Place in 150 mm lifts. Do not place over wet or
frozen areas. Place backfill material adjacent to structures as the
structural elements are completed and accepted. Backfill against concrete
only when approved. Place and compact material to avoid loading upon or
against the structure.
SECTION 02315N Page 11

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.5.3 Select Material Placement
05055011
Provide under structures not pile supported. Place in 150 mm lifts. Do
not place over wet or frozen areas. Backfill adjacent to structures shall
be placed as structural elements are completed and accepted. Backfill
against concrete only when approved. Place and compact material to avoid
loading upon or against structure.
3.5.4 Backfill and Fill Material Placement Over Pipes and at Walls
Backfilling shall not begin until construction below finish grade has been
approved, underground utilities systems have been inspected, tested and
approved, forms removed, and the excavation cleaned of trash and debris.
Backfill shall be brought to indicated finish grade. Where pipe is coated
or wrapped for protection against corrosion, the backfill material up to an
elevation 600 mm above sewer lines and 300 mm above other utility lines
shall be free from stones larger than 25 mm in any dimension. Heavy
equipment for spreading and compacting backfill shall not be operated
closer to foundation or retaining walls than a distance equal to the height
of backfill above the top of footing; the area remaining shall be compacted
in layers not more than 100 mm in compacted thickness with power -driven
hand tampers suitable for the material being compacted. Backfill shall be
placed carefully around pipes or tanks to avoid damage to coatings,
wrappings, or tanks. Backfill shall not be placed against foundation walls
prior to 7 days after completion of the walls. As far as practicable,
backfill shall be brought up evenly on each side of the wall and sloped to
drain away from the wall.
3.5.5 Porous Fill Placement
Provide under floor and area -way slabs on a compacted subgrade. Place in
100 mm lifts with a minimum of two passes of a hand -operated plate -type
vibratory compactor.
3.5.6 Trench Backfilling
Backfill as rapidly as construction, testing, and acceptance of work
permits. Place and compact backfill under structures and paved areas in 150
mm lifts to top of trench and in 150 mm lifts to 300 mm over pipe outside
structures and paved areas.
3.6 BORROW
Where satisfactory materials are not available in sufficient quantity from
required excavations, approved borrow materials shall be obtained as
specified herein.
3.7 BURIED WARNING AND IDENTIFICATION TAPE
Provide buried utility lines with utility identification tape. Bury tape
300 mm below finished grade; under pavements and slabs, bury tape 150 mm
below top of subgrade.
3.8 BURIED DETECTION WIRE
Bury detection wire directly above non-metallic piping at a distance not to
exceed 300 mm above the top of pipe. The wire shall extend continuously
and unbroken, from manhole to manhole. The ends of the wire shall
terminate inside the manholes at each end of the pipe, with a minimum of
SECTION 02315N Page 12

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
C5055011
0.9 m of wire, coiled, remaining accessible in each manhole. The wire
shall remain insulated over it's entire length. The wire shall enter
manholes between the top of the corbel and the frame, and extend up through
the chimney seal between the frame and the chimney seal. For force mains,
the wire shall terminate in the valve pit at the pump station end of the
pipe.
3.9 COMPACTION
Determine in -place density of existing subgrade; if required density
exists, no compaction of existing subgrade will be required.
3.9.1 General Site
Compact underneath areas designated for vegetation and areas outside the
1.5 meter line of the paved area or structure to 85 percent of ASTM D 698.
3.9.2 Structures, Spread Footings, and Concrete Slabs
Compact top 300 mm of subgrades to 95 percent of ASTM D 698. Compact fill
and backfill material to 95 percent of ASTM D 698.
3.9.3 Adjacent Area
Compact areas within 1.5 m of structures to 90 percent of ASTM D 698.
3.9.4 Paved Areas
Compact top 300 mm of subgrades to 95 percent of ASTM D 698. Compact fill
and backfill materials to 95 percent of ASTM D 698.
3.10 RIP -RAP CONSTRUCTION
Construct rip -rap on filter fabric with grout in accordance with NCDOT RS
State Standard.
3.10.1 Preparation
Trim and dress indicated areas to conform to cross sections, lines and
grades shown within a tolerance of 30 mm.
3.10.2 Bedding Placement
Spread filter fabric bedding material uniformly to a thickness of at least
75 mm on prepared subgrade as indicated. Compaction of bedding is not
required. Finish bedding to present even surface free from mounds and
windrows.
3.10.3 Stone Placement
Place rock for rip -rap on prepared bedding material to produce a well
graded mass with the minimum practicable percentage of voids in conformance
with lines and grades indicated. Distribute larger rock fragments, with
dimensions extending the full depth of the rip -rap throughout the entire
mass and eliminate "pockets" of small rock fragments. Rearrange individual
pieces by mechanical equipment or by hand as necessary to obtain the
distribution of fragment sizes specified above.
SECTION 02315N Page 13

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.11 FINISH OPERATIONS
3.11.1 Grading
05055011
Finish grades as indicated within 30 mm. Grade areas to drain water away
from structures. Maintain areas free of trash and debris. For existing
grades that will remain but which were disturbed by Contractor's
operations, grade as directed.
3.11.2 Topsoil and Seed
Provide as specified in Section 02921 SEEDING.
3.11.3 Protection of Surfaces
Protect newly backfilled, graded, and topsoiled areas from traffic,
erosion, and settlements that may occur. Repair or reestablish damaged
grades, elevations, or slopes.
3.12. DISPOSITION OF SURPLUS MATERIAL
Remove from Government property surplus or other soil material not required
or suitable for filling or backfilling, and brush, refuse, stumps, roots,
and timber.
3.13 FIELD QUALITY CONTROL
3.13.1 Sampling
Take the number and size of samples required to perform the following tests.
3.13.2 Testing
Perform one of each of the following tests for each material used. Provide
additional tests for each source change.
3.13.2.1 Fill and Backfill Material Testing
Test fill and backfill material in accordance with ASTM C 136 for
conformance to ASTM,D 2487 gradation limits; ASTM D 1140 for material finer
than the 75 micrometers sieve; ASTM D 4318 for liquid limit and for plastic
limit; ASTM D 698 or ASTM D 1557 for moisture density relations, as
applicable.
3.13.2.2 Select Material Testing
Test select material in accordance with ASTM C 136 for conformance to ASTM
D 2487 gradation limits; ASTM D 1140 for material finer than the 75
micrometers sieve; ASTM D 698 or ASTM D 1557 for moisture density
relations, as applicable.
3.13.2.3 Porous Fill Testing
Test porous fill in accordance with ASTM C 136 for conformance to gradation
specified in ASTM C 33.
3.13.2.4 Density Tests
Test density in accordance with ASTM D 1556, or ASTM D 2922 and ASTM D 3017,
SECTION 02315N Page 14

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
When ASTM D 2922 and ASTM D 3017 density tests are used, verify density
test results by performing an ASTM D 1556 density test at a location
already ASTM D 2922 and ASTM D 3017 tested as specified herein. Perform an
ASTM D 1556 density test at the start of the job, and for every 10 ASTM D
2922 and ASTM D 3017 density tests thereafter. Test each lift at randomly
selected locations every 200 square meters of existing grade in fills for
structures and concrete slabs, and every 250 square meters for other fill
areas and every 200 square meters of subgrade in cut. Include density test
results in daily report.
a. Bedding and backfill in trenches: One test per 15 meters in each
lift.
-- End of Section --
SECTION 02315N Page 15

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
SECTION 02630N
STORM DRAINAGE
08/03
PART 1 GENERAL
05055011
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.
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO)
AASHTO
M 198
(2003) Joints for Concrete Pipe, Manholes
and Precast Box Sections Using Preformed
Flexible Joint Sealants
AASHTO
M 252
(2002) Corrugated Polyethylene Drainage
Pipe
AMERICAN CONCRETE
PIPE ASSOCIATION (ACPA)
ACPA 01-102
(2000) Concrete Pipe Handbook
ACPA 01-103
(1999) Concrete Pipe installation Manual
AMERICAN WELDING SOCIETY
(AWS)
AWS D1.1/D1,1M
(2002) Structural Welding Code - Steel
ASTM INTERNATIONAL
(ASTM)
ASTM A
497
(2002) Steel Welded Wire Reinforcement,
Deformed, for Concrete
ASTM A
615/A 615M
(2003a) Deformed and Plain Billet -Steel
Bars for Concrete Reinforcement
ASTM
A
653/A 653M
(2003) Steel Sheet, Zinc -Coated
(Galvanized) or Zinc -Iron Alloy -Coated
(Galvannealed) by the Hot -Dip Process
ASTM
A
74
(2003b) Cast Iron Soil Pipe and Fittings
ASTM
C
150
(2002ael) Portland Cement
ASTM
C
443M
(2002) Joints for Concrete Pipe and
Manholes, Using Rubber Gaskets (Metric)
ASTM
C
478M
(2003) Precast Reinforced Concrete Manhole
Sections (Metric)
ASTM
C
564
(2003) Rubber Gaskets for Cast Iron Soil
Pipe and Fittings
SECTION 02630N Page 1

EOD OPERATIONS FACILITY
05055011
Camp Lejeune MCB, NC
ASTM
C
76M
(2003) Reinforced Concrete Culvert, Storm
Drain, and Sewer Pipe (Metric)
ASTM
C
923M
(2002) Resilient Connectors Between
Reinforced Concrete Manhole Structures,
Pipes and Laterals (Metric)
ASTM
D
2321
(2000) Underground Installation of
Thermoplastic Pipe for Sewers and Other
Gravity -Flow Applications
ASTM
D
2564
(2002) Solvent Cements for Poly(Vinyl
Chloride) (PVC) Plastic Piping Systems
ASTM
D
2680
(2001) Acrylonitrile-Butadiene-Styrene
(ABS) and Poly(Vinyl Chloride) (PVC)
Composite Sewer Piping
ASTM
D
2729
(2003) Poly(Vinyl Chloride) (PVC) Sewer
Pipe and Fittings
ASTM
D
3034
(2000) Type PSM Poly(Vinyl Chloride) (PVC)
Sewer Pipe and Fittings
ASTM
D
3212
(1996a; R 2003) Joints for Drain and Sewer
Plastic Pipes Using Flexible Elastomeric
Seals
ASTM
D
4101
(2003) Polypropylene Injection and
Extrusion Materials
ASTM
F
402
(1993; R 1999) Safe Handling of Solvent
Cements, Primers, and Cleaners Used for
Joining Thermoplastic Pipe and Fittings
ASTM
F
477
(2002e1) Elastomeric Seals (Gaskets) for
Joining Plastic Pipe
ASTM
F
949
(2003) Poly(Vinyl Chloride) (PVC)
Corrugated Sewer Pipe with a Smooth
Interior and Fittings
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
FS A-A-60005
(Basic) Frames.Covers, Gratings, Steps,
Sump and Catch Basin, Manhole
1.2 SUBMITTALS
Submit the following in accordance with Section 01330 SUBMITTAL PROCEDURES.
SD-02 Shop Drawings
Precast concrete structures
Metal items
SD-03 Product Data
SECTION 02630N Page 2

EOD OPERATIONS FACILITY
Camp Lejeune MCS, NC
05055011
Cast-iron soil piping including fittings and jointing materials
Concrete piping including fittings and jointing materials
Polyvinyl chloride (PVC) plastic piping including fittings and
jointing materials
Corrugated plastic piping including fittings and jointing materials
Subsurface drainage piping including fittings and jointing
materials
SD-04 Samples
Pipeline materials
SD-07 Certificates
Pipeline and fittings, including factory -applied linings and joint
materials
Cast --iron frames, covers, and gratings
Precast concrete structures
Submit certificates attesting that tests set forth in each
applicable referenced publication have been performed, whether
specified in that publication to be mandatory or otherwise and
that production control tests have been performed at the frequency
or intervals specified in the publication. Other tests shall have
been performed within 3 years of the date of submittal of
certificates on the same type, class, grade, and size of material
as is being provided for the project.
1.3 DELIVERY, STORAGE, AND HANDLING
1.3.1 Delivery and Storage
1.3.1.1 Piping
Inspect materials delivered to site for damage; store with minimum of
handling. Store plastic piping and jointing materials and rubber gaskets
under cover out of direct sunlight. Do not store materials directly on the
ground. Keep inside of pipes and fittings free of dirt and debris.
1.3.1.2 Metal Items
Check upon arrival; identify and segregate as to types, functions, and
sizes. Store off the ground in a manner affording easy accessibility and
not causing excessive rusting or coating with grease or other objectionable
materials.
1.3.1.3 Cement, Aggregates, and Reinforcement
Store as specified in Section 0330ON CAST -IN -PLACE CONCRETE.
1.3.2 Handling
Handle pipe, fittings, and other accessories in a manner to ensure delivery
SECTION 0263ON Page 3

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
to the trench in sound undamaged condition. Carry, do not drag pipe to
trench.
PART 2 PRODUCTS
2.1 PIPELINE AND CULVERT MATERIALS
2.1.1 Cast -Iron Soil Piping
2.1.1.1 Cast -Iron Soil Pipe and Fittings
ASTM A 74, service -weight.
2.1.1.2 Jointing Materials for Cast -Iron Soil Piping
Gaskets shall be compression -type rubber gaskets conforming to ASTM C 564.
2.1.2 Concrete Piping
2.1.2.1 Concrete Pipe and Fittings
Storm drainage pipe shall be reinforced concrete pipe conforming to ASTM C
76M, Class IV. Culvert pipe shall be Class IV reinforced pipe conforming to
ASTM C 76M. Circular pipe with elliptical reinforcement shall have a
readily visible line no less than 300 mm long painted or otherwise applied
on the inside and,outside of the pipe at each end so that when the pipe is
laid in the proper position, the line will be at the center of the top of
the pipe. Fittings and specials shall conform to the applicable
requirements specified for the pipe and shall be of the same strength as
the pipe. Cement used in manufacturing pipe and fittings shall be Type II
conforming to ASTM C 150.
2.1.2.2 Joint Sealants
Provide primers and lubricants as recommended by the manufacturer.
Concrete pipe joints shall be suitable for use with the joint sealants
specified.
a. Butyl gaskets.
b. ASTM C 443M rubber 0-ring gaskets.
C. AASHTO M 198, Type B preformed plastic gaskets.
2.1.3 Composite Plastic Piping
2.1.3.1 ABS Composite Plastic Pipe and Fittings
Acrylonitrile-Butadiene Styrene (ABS) or Poly(Vinyl Chloride) (PVC)
composite pipe and fittings, ASTM D 2680.
2.1.3.2 Jointing Materials for ABS Composite Plastic Piping
ASTM D 2680 solvent cement and primer or ASTM D 3212 elastomeric gasket
joints. Ends of pipe and fittings shall be suitable for either Type SC or
Type OR joints.
SECTION 02630N Page 4

,
EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
2.1.4 Polyvinyl Chloride (PVC) Plastic Piping
2.1.4.1 PVC Plastic Pipe and Fittings
ASTM D 3034, shall be SDR 35, having ends adaptable for elastomeric gasket
joints.
2.1.4.2 Joints and Jointing Material for PVC Plastic Piping
Joints shall conform to ASTM D 3212, Gaskets shall conform to ASTM F 477,
Polyvinyl Chloride (PVC) Pipe and Fittings, 250 mm Diameter and Smaller:
ASTM D 3034, SDR 35, with ends suitable for elastomeric gasket joints.
ASTM F 949 with solvent cement joints or elastomeric gasket joints. ASTM D
3212 elastomeric gasket joints, ASTM D 2564 solvent cement joints and ASTM
F 477 gaskets.
2.1.5 Corrugated Plastic Piping
2.1.5.1 Pipe and Fittings
Corrugated, high density polyethylene pipe (HDPE) conforming to AASHTO M 252.
2.1.5.2 Joints and Jointing Materials
Manufacturer's recommendations for HDPE joints.
2.1.6 Subsurface Drainage Piping Materials
2.1.6.1 Perforated Polyvinyl Chloride (PVC) Piping
ASTM D 2729.
2.2 CONCRETE MATERIALS
Provide as specified in Section 0330ON CAST -IN -PLACE CONCRETE.
2.3 MISCELLANEOUS MATERIALS
2.3.1 Drainage Structures
Construct of concrete. Precast structures may be provided in lieu of
cast -in -place concrete except for headwalls, and gutters. Pipe -to -wall
connections shall be mortared to produce smooth transitions'and watertight
joints or provided with ASTM C 923M resilient connectors. Sases shall have
smooth inverts accurately shaped to a semicircular bottom conforming to the
inside contour of the adjacent sewer sections.. Changes in direction of the
sewer and entering branches into the manhole shall have a circular curve in
the manhole invert of as large a radius as the size of the manhole will
permit.
2.3.1.1 Precast Concrete Structures
ASTM C 478M, except as specified herein. Provide an air content of 6
percent, plus or minus 2 percent and a minimum wall thickness of 125 mm.
ASTM A 615/A 615Mreinforcing bars. ASTM A 497 welded wire fabric. ASTM C
443M or AASHTO M 198, Type B gaskets for joint connections. Provide a 100
mm layer of clean gravel bedding with a maximum size of 50 mm.
SECTION 02630N Page 5

0
EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
2.3.2 Metal Items
2.3.2.1 Frames, Covers, and Gratings
05055011
Shall be cast iron conforming to FS A-A-60005, figure numbers as follows.
Fabricate frames, covers, and gratings for airfield use of standard
commercial grade steel or ductile iron, welded by qualified welders in
accordance with AWS D1.1/D1.1M. Covers shall be of rolled steel floor
plate or ductile iron having an approved anti -slip surface. Steel gratings
shall be of commercial grade steel or ductile iron and be of welded
construction.
a. Traffic manhole: Provide in paved areas.
For solid circular cover and frame use:
Frame: Figure 1, Size 22A
Cover: Figure S, Size 22A
Steps: Figure 19
For square frames and covers:
a. Frame: Figure 6, Type VI
b. Cover: Figure 14, 22A, Style 1
C. Steps: Figure 19
r '
b. Non -traffic manhole:
L For grated circular frames and covers:
Frame: Figure 1, Size 22A
Cover: Figure 15, Size 22, Style 1
Steps: Figure 19
For square frames and covers:
Frame: Figure 6, Type VI
Cover:: Figure 14, 22A, Style 1
Steps: Figure 19
2.3.2.2 Drainage Structure Steps
Plastic or rubber coating pressure -molded to steel. Plastic coating shall
conform to ASTM D 4101, copolymer polypropylene. Rubber shall conform to
ASTM C 443M, except shore A durometer hardness shall be 70 plus or minus 5.
Aluminum steps or rungs will not be permitted. Steps are not required in
manholes, curb inlets, or catch basins less than 1.2 m deep.
2.4 FLARED ENDS
Flared end sections shall be same material as pipe material except that
only reinforced concrete flared ends shall be provided for concrete pipe.
Flared ends are included in the lengths of pipe indicated.
2.5 EROSION CONTROL RIPRAP
Provide nonerodible rock not exceeding 375 mm in its greatest dimension and
choked with sufficient small rocks to provide a dense mass with a minimum
thickness of 200 mm.
SECTION 02630N Page 6

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
PART 3 EXECUTION
3.1 INSTALLATION OF PIPELINES AND APPURTENANT CONSTRUCTION
3.1.1 General Requirements for Installation of Pipelines
These requirements shall apply to pipeline installation except where
specific exception is made under paragraph entitled "Special Requirements."
3.1.1.1 Location
The work covered by this section shall terminate at a point approximately
1.5 m from the building,' unless otherwise indicated on the drawings.
3.1.1.2 Earthwork
Perform earthwork operations in accordance with Section 02315N EXCAVATION
AND FILL.
3.1.1.3 Pape Laying and Jointing
Inspect each pipe and fitting before and after installation; remove those
found defective from site and replace with new. Provide proper facilities
for lowering sections of pipe into trenches. Lay pipe with the bell [or
groove] ends in the upgrade direction. Adjust spigots in bells [and
tongues in grooves] to produce a uniform space. Blocking or wedging
between bells and spigots [or tongues and grooves] will not be permitted.
Replace by one of the proper dimensions any pipe or fitting that does not
allow sufficient space for proper calking or installation of joint
material. At the end of each work day, close open ends of pipe temporarily
with wood blocks or bulkheads. Provide batterboards not more than 7.5 m
apart in trenches for checking and ensuring that pipe invert elevations are
as indicated. Laser beam method may be used in lieu of batterboards for
the same purpose.
3.1.1.4 Connections to Existing Lines
Notify Contracting Officer in writing at least 10 days prior to date that
connections are to be made. Obtain approval of the Contracting Officer
before interrupting service. Conduct work so that there is minimum
interruption of service on existing line.
3.1.2 Special Requirements
3.1.2.1 Installation of Concrete Piping
Install pipe and fittings in accordance with paragraph entitled "General
Requirements for Installation of Pipelines" of this section and with the
provisions for rubber gasket jointing and jointing procedures of ACPA 01-103
or of ACPA 01-102, Chapter 9. Make joints with the gaskets previously
specified for joints with this piping. Clean and dry surfaces receiving
lubricants, cements, or adhesives. Affix gaskets to pipe not more than 24
hours prior to the installation of the pipe. Protect gaskets from sun,
blowing dust, and other deleterious agents at all times. Before
installation of the pipe, inspect gaskets and remove and replace loose or
improperly affixed gaskets. Align each pipe section with the previously
installed pipe section, and pull the joint together. If, while pulling the
joint, the gasket becomes loose and can be seen through the exterior joint
recess when the pipe is pulled up to within 25 mm of closure, remove the
SECTION 02630N Page 7

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
pipe and remake the joint.
3.1.2.2 Installation of ABS or PVC Composite Plastic Piping
Install pipe and fittings in accordance with the "General Requirements for
Installation of Pipelines" and with the recommendations of the plastic pipe
manufacturer. Make joints with the primer and solvent cement specified for
this joint; assemble in accordance with the recommendations of the pipe
manufacturer. Handle solvent cement in accordance with ASTM F 402.
3.1.2.3 Installation of PVC Plastic Piping
Install pipe and fittings in accordance with the "General Requirements for
Installation of Pipelines" and with the requirements of ASTM D 2321 for
laying and joining pipe and fittings. Make joints with the gaskets
specified for joints with this piping; assemble in accordance with the
requirements of ASTM D 2321 for assembly of joints. Make joints to other
pipe materials in accordance with the recommendations of the plastic pipe
manufacturer.
3.1.2.4 Installation of Corrugated Plastic Piping
Install pipe and fittings in accordance with the "General Requirement for
Installation of Pipelines" and with the recommendations of the PVC or HDPE
pipe manufacturer.
3.1.2.5 Installation of Subsurface Drainage Piping
Laying and jointing shall be in accordance with paragraph entitled "General
Requirements for Installation of Piping" of this section, except as
specified hereinafter, and with the additional requirements specified
hereinafter.
a. Laying and jointing: The laying of pipe and the shall proceed
upgrade from the lower end of the line, and shall have a uniform
pitch to the outlets. Lay drain tile with 3 to 6 mm open joints.
Joints between the tile shall be covered with one thickness of the
jointing material specified; material shall overlap the joint not
less than 100 mm on each side and shall cover the tile for not
less than the upper half or more than the upper two-thirds of the
circumference of the tile. Provide vertical pipe at the high
points in each drain run, for testing purposes. Connect the
vertical pipe sections into the drains by means of tees, and
extend to the height indicated. Fit the upper hub ends with
screwed plugs. Make joints in cast-iron sections with fiber
gaskets and 1 to 2 portland cement mortar.
3.1.3 Concrete Work
Perform cast -in -place concrete work in accordance with Section 0330ON
CAST -IN -PLACE CONCRETE.
3.1.4 Manhole, Curb Inlet, and Catch Basin Construction
Construct base slab of cast -in -place concrete or use precast concrete base
sections. Make inverts in cast -in -place concrete and precast concrete
bases with a smooth -surfaced semi -circular bottom conforming to the inside
contour of the adjacent drainage sections. For changes in direction of
drains and entering branches into the manhole, make a circular curve in the
SECTION 0263ON Page 8

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
manhole invert of as large a radius as manhole size will permit. For
cast -in -place concrete construction, either pour bottom slabs and walls
integrally or key and bond walls to bottom slab. For precast concrete
construction, make joints between sections with the gaskets specified for
this purpose; install in the manner specified for installing joints in
concrete piping. Give a smooth finish to inside joints of precast concrete
manholes, curb inlets, and catch basins. Parging will not be required for
precast concrete manholes. Cast -in -place concrete work shall be in
accordance with the paragraph entitled, "Concrete Work." Make joints
between concrete manholes and pipes entering manholes with the resilient
connectors specified for this purpose or mortared to produce a watertight
joint; install in accordance with the recommendations of the connector
manufacturer. Where a new manhole is constructed on an existing line,
remove existing pipe as required to construct the manhole. Cut existing
pipe so that pipe ends are approximately flush with the interior face of
manhole wall, but not protruding beyond into the manhole.
3.1.5 Metal Work
3.1.5.1 Workmanship and Finish
Perform metal work so that workmanship and finish will be equal to the best
practice in modern structural shops and foundries. Form iron and steel to
shape and size with sharp lines and angles. Do shearing and punching so
that clean true lines and surfaces are produced. Make castings sound and
free from warp, cold shuts, and blow holes that may impair their strength
or appearance. Give exposed surfaces a smooth finish with sharp
well-defined lines and arises. Provide rabbets, lugs, and brackets
wherever necessary for fitting and support. Apply zinc coating to steel
gratings after fabrication in accordance with ASTM A 653/A 653M.
3.2 FIELD QUALITY CONTROL
3.2.1 Field Tests and Inspections
The Contracting Officer will conduct field inspections and witness field
tests specified in this section. The Contractor shall perform field tests
and provide labor, equipment, and incidentals required for testing , except
that water and electric power needed for field tests will be furnished as
set forth in Section 01500N TEMPORARY FACILITIES AND CONTROLS. Be able to
produce evidence, when required, that each item of work has been
constructed properly in accordance with the drawings and specifications.
3.2.2 Pipeline Testing
Check each straight run of pipeline for gross deficiencies by holding a
light in a manhole; it shall show a practically full circle of light
through the pipeline when viewed from the adjoining end of line.
3.2.2,1 Leakage Tests
Test lines for leakage by either infiltration tests or exfiltration tests.
Prior to testing for leakage, backfill trench up to at least the lower half
of pipe. When necessary to prevent pipeline movement during testing, place
additional backfill around pipe sufficient to prevent movement, but leaving
joints uncovered to permit inspection. When the water table is 600 mm or
more above top of pipe at upper end of pipeline section to be tested,
measure infiltration using a suitable weir or other acceptable device.
When the water table is less than 600 mm above top of pipe at upper end of
SECTION 0263ON Page 9

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
pipeline section to be tested, make exfiltration test by filling the line
to be tested with water so that the head will be at least 1.2 m above top
of pipe at upper end of pipeline section being tested. Allow filled
pipeline to stand until the pipe has reached its maximum absorption, but
not less than 4 hours. After absorption, re-establish the head and measure
amount of water needed to maintain this water level during a 2 hour test
period. Amount of leakage, as measured by either infiltration or
exfiltration test shall not exceed 47 liters per millimeter of diameter per
day per kilometer of pipeline. When leakage exceeds the amount specified,
make satisfactory correction and retest pipeline section in the same
manner. Correct visible leaks regardless of leakage test results.
3.2.3 Field Tests for Concrete
Field testing requirements are covered in Section 03300N CAST -IN -PLACE
CONCRETE.
-- End of Section --
SECTION 02630N Page 10

EOD OPERATIONS FACILITY
Camp Lejeune MCB, FTC
SECTION 02921
SEEDING
05/04
PART 1 GENERAL
1.1 REFERENCES
05055011
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM C 602 (1995a; R 2001) Agricultural Liming
Materials
ASTM D 4427 (1992; R 2002e1) Peat Samples by
Laboratory Testing
ASTM D 4972 (2001) pH of Soils
ASTM E.11 (2004) Wire Cloth and Sieves for Testing
Purposes
U.S. DEPARTMENT OF AGRICULTURE (USDA)
AMS Seed Act (1940; R 1988; R 1998) Federal Seed Act
DOA SSIR 42 (1996) Soil Survey Investigation Report
No. 42, Soil Survey Laboratory Methods
Manual, Version 3.0
1.2 DEFINITIONS
1.2.1 Stand of Turf
95 percent ground cover of the established species.
1.3 RELATED REQUIREMENTS
Section 02315 EXCAVATION AND FILL, Section 02922 SODDING, and Section 02935
LANDSCAPE ESTABLISHMENT apply to this section for pesticide use and plant
establishment requirements, with additions and modifications herein.
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval. The following shall be submitted in accordance with Section 01330
SUBMITTAL PROCEDURES:
SD-03 Product Data
Fertilizer
Include physical characteristics, and recommendations.
SECTION 02921 Page 1

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
SD-06 Test Reports
Topsoil composition tests (reports and recommendations).
SD-07 Certificates
State certification and approval for seed
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery
1.5.1.1 Seed Protection
Protect from drying out and from contamination during delivery, on -site
storage, and handling.
1.5.1.2 Fertilizer Delivery
Deliver to the site in original, unopened containers bearing manufacturer's
Chemical analysis, name, trade name, trademark, and indication of
conformance to state and federal laws. Instead of containers, fertilizer
may be furnished in bulk with certificate indicating the above information.
1.5.2 Storage
1.5.2.1 Seed, Fertilizer and Lime Storage
Store in cool, dry locations away from contaminants.
1.5.2.2 Topsoil
Prior to stockpiling topsoil, treat growing vegetation with application of
appropriate specified non -selective herbicide. Clear and grub existing
vegetation three to four weeks prior to stockpiling topsoil.
1.5.2.3 Handling
Do not drop or dump materials from vehicles.
1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS
1.6.1 Restrictions
Do not plant when the ground is frozen, snow covered, muddy, or when air
temperature exceeds 32 degrees Celsius.
1.7 TIME LIMITATIONS
1.7,1 Seed
Apply seed within twenty four hours after seed bed preparation.
SECTION 02921 Page 2

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
PART 2 PRODUCTS
2.1 SEED
2.1.1 Classification
05055011
Provide State -certified seed of the latest season's crop delivered in
original sealed packages, bearing producer's guaranteed analysis for
percentages of mixtures, purity, germination, weedseed content, and inert
material. Label in conformance with AMS Seed Act and applicable state seed
laws. Wet, moldy, or otherwise damaged seed will be rejected. Field mixes
will be acceptable when field mix is performed on site in the presence of
the Contracting Officer,
2.1.2 Planting Dates
Planting Season Planting Dates,
Season 1 May 15 - July 15
Season 2 Sept 15 - October 30
Temporary Seeding October 30 - May 15
2.1.3 Seed Mixture by Weight
Planting Season Variety Percent (by Weight)
Season 1 Centipede 100
Season 2 Turf -Type Tall Fescue 50
Common Bermuda (Unhulled) 50
Temporary Seeding Annual Rye 100
Proportion seed mixtures by weight. Temporary seeding must later be
replaced by Season 1 plantings for a permanent stand of grass. The same
requirements of turf establishment for Season 1 apply for temporary seeding.
2.2 TOPSOIL
2.2.1 On -Site Topsoil
Surface soil stripped and stockpiled on site and modified as necessary to
meet the requirements specified for topsoil in paragraph entitled
"Composition."
2.2.2 Off -Site Topsoil
Conform to requirements specified in paragraph entitled "Composition."
Additional topsoil shall be furnished by the Contractor.
2.2.3 Composition
Containing from 5 to 10 percent organic matter as determined by'the topsoil
composition tests of the Organic Carbon, 6A, Chemical Analysis Method
described in DOA SSIR 42. Maximum particle size, 19 mm, with maximum 3
percent retained on 6 mm screen. The pH shall be tested in accordance with
ASTM D 4972. Topsoil shall be free of sticks, stones, roots, and other
SECTION 02921 Page 3

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
debris and objectionable materials. Other components shall conform to the
following limits:
Silt 25-50 percent
Clay 10-30 percent
Sand 20-35 percent
PH 5.5 to 7.6
Soluble Salts 600 ppm maximum
2.3 SOIL CONDITIONERS
Add conditioners to topsoil as required to bring into compliance with
"composition" standard for topsoil as specified herein.
2.3.1 Lime
ASTM C 602, commercial agriculture limestone containing a minimum of 94% of
total carbonates, 52% calcium, and 42% magnesium. Provide the following
ASTM E 11 gradation: Minimum 86% passing the 850 micrometer sieve and 28%
passing the 150 micrometer sieve.
2.3.2 Peat
Natural product of peat moss derived from a freshwater site and conforming
to ASTM D 4427 as modified herein. Shred and granulate peat to pass a 12.5
mm mesh screen and condition in storage pile for minimum 6 months after
excavation.
2.3.3 Sand
Clean and free of materials harmful to plants.
2.3.4 Perlite
Horticultural grade.
2.3.5 Composted Derivatives
Ground bark, nitrolized sawdust, humus or other green wood waste material
free of stones, sticks, and soil stabilized with nitrogen and having the
following properties:
2.3.5.1 Particle Size
Minimum percent by weight passing:
4.75 mm screen 95
2.36 mm screen 80
2.3.5.2 Nitrogen Content
Minimum percent based on dry weight:
Fir Sawdust 0.7
Fir or Pine Bark 1.0
2.3.6 Gypsum
Coarsely ground'gypsum comprised of calcium sulfate dihydrate 91 percent,
SECTION 02921 Page 4

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
0505501.1
calcium 22 percent, sulfur 17 percent; minimum 96 percent passing through
850 micrometers, 100 percent passing thru 970 micrometers screen.
2.3.7 Calcined Clay
Calcined clay shall be granular particles produced from montmorillonite
clay calcined to a minimum temperature of 650 degrees C. Gradation; A
minimum 90 percent shall pass a 2.36 mm sieve; a minimum 99 percent shall
be retained on a 0.250 mm sieve; and a maximum 2 percent shall pass a
0.150 mm sieve. Bulk density: A maximum 640 kilogram per cubic meter .
2.4 FERTILIZER
2.4.1 Granular Fertilizer
Synthetic, granular controlled release fertilizer containing the following
minimum percentages, by weight, of plant food nutrients:
16 percent available nitrogen
7 percent available phosphorus
12 percent available potassium
2 percent iron
2.4.2 Hydroseeding Fertilizer
Controlled release fertilizer, to use with hydroseeding and composed of
pills coated with plastic resin to provide a continuous release of
nutrients for at least 6 months and containing the following minimum
percentages, by weight, of plant food nutrients.
16 percent available nitrogen
7 percent available phosphorus
12 percent available potassium
2 percent iron
2.5 MULCH
Mulch shall be free from noxious weeds, mold, and other deleterious
materials.
2.5.1 Straw
Stalks from oats, wheat, rye, barley, or rice. Furnish in air-dry
condition and of proper consistency for placing with commercial mulch
blowing equipment. Straw shall contrain no fertile seed.
2.5.2 wood Cellulose Fiber Mulch
Use recovered materials of either paper -based (100 percent) or wood -based
(100 percent) hydraulic mulch. Processed to contain no growth or
germination -inhibiting factors and dyed an appropriate color to facilitate
visual metering of materials application. Composition on air-dry weight
basis: 9 to 15 percent moisture, pH range from 5.5 to 8.2. Use with
hydraulic application of grass seed and fertilizer.
2.6 WATER
Source of water shall be approved by Contracting Officer and of suitable
quality for irrigation, containing no elements toxic to plant life.
SECTION 02921 Page 5

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 EXTENT OF WORK
Provide soil preparation (including soil conditioners as required),
fertilizing, seeding, and surface topdressing of all newly graded finished
earth surfaces, unless indicated otherwise, and at all areas inside or
outside the limits of construction that are disturbed by the Contractor's
operations.
3.1.1.1 Topsoil
Provide 102 mm of off -site topsoil to meet indicated finish grade. After
areas have been brought to indicated finish grade, incorporate fertilizer,
pH adjusters, and soil conditioners into soil a minimum depth of 100 mm by
disking, harrowing, tilling or other method approved by the Contracting
Officer. Remove debris and stones larger than 19 mm in any dimension
remaining on the surface after finish grading. Correct irregularities in
finish surfaces to eliminate depressions. Protect finished topsoil areas
from damage by vehicular or pedestrian traffic.'
3.1.1.2 Soil Conditioner Application Rates
Apply soil conditioners at rates as determined by laboratory soil analysis
of the soils at the job site. For bidding purposes only apply at rates for
the following:
Lime 32 kg per 100 square meters.
Peat 8 cubic meters per 100 square meters.
3.1.1.3 Fertilizer Application Rates
Apply fertilizer at rates as determined by laboratory soil analysis of the
soils at the job site. For bidding purposes only apply at rates for the
following:
Synthetic Fertilizer 34 kg per 100 square meters
Hydroseeding Fertilizer 34 kg per 100 square meters.
3.2 SEEDING
3.2.1 Seed Application Seasons and Conditions
Immediately before seeding, restore soil to proper grade. Do not seed when
ground is muddy, frozen, snow covered, or in an unsatisfactory condition
for seeding. If special conditions exist that'may warrant a variance in the
above seeding dates or conditions, submit a written request to the
Contracting Officer stating the special conditions and proposed variance.
Apply seed within twenty four hours after seedbed preparation. Sow seed by
approved sowing equipment. Sow one-half the seed in one direction, and sow
remainder at right angles to the first sowing.
3.2.2 Seed Application Method
Seeding method shall be broadcasted and drop seeding or hydroseeding.
SECTION 02921 Page 6

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.2.2.1 Broadcast and Drop Seeding
05055011
Use broadcast or drop seeders. Sow one-half the seed in one direction, and
sow remainder at right angles to the first sowing. Cover seed uniformly to
a maximum depth of 5 mm in clay soils and 13 mm in sandy soils by means of
spike -tooth harrow, cultipacker, raking or other approved devices.
3.2.2.2 Hydroseeding
First, mix water and fiber. Wood cellulose fiber, paper fiber, or recycled
paper shall be applied as part of the hydroseeding operation. Fiber shall
be added at 11.2 kg per 100 square meter. Then add and mix seed and
fertilizer to produce a homogeneous slurry. When hydraulically sprayed on
the ground, material shall form a blotter like cover impregnated uniformly
with grass seed. Spread with one application with no second application of
mulch.
3.2.3 Mulching
3.2.3.1 Straw Mulch
Straw mulch shall be spread uniformly at the rate of 0.75 metric tons per
hectare . Mulch shall be spread by hand, blower -type mulch spreader, or
other approved method. Mulching shall be started on the windward side of
relatively flat areas or on the upper part of steep slopes, and continued .
uniformly until the area is covered. The mulch shall not be bunched or
clumped. Sunlight shall not be completely excluded from penetrating to the
ground surface. All areas installed with seed shall be mulched on the same
day as the seeding. Mulch shall be anchored immediately following
spreading.
3,2.3.2 Mechanical Anchor
Mechanical anchor shall be a V-type-wheel land packer; a scalloped -disk
land packer designed to force mulch into the soil surface; or other
suitable equipment.
3.2.4 Rolling
Immediately after seeding, firm entire area except for slopes in excess of
3 to 1 with a roller not exceeding 134 kg per m for each foot of roller
width. If seeding is performed with cultipacker-type seeder or by
hydroseeding, rolling may be eliminated.
3.2.5 Watering
Start watering areas seeded as required by temperature and wind conditions.
Apply water at a rate sufficient to insure thorough wetting'of soil to a
depth of 50 mm without run off'. During the germination process, seed is to
be kept actively growing and not allowed to dry out.
3.3 PROTECTION OF TURF AREAS
Immediately after turfing, protect area against traffic and other use.
3.4 RESTORATION
Restore to original condition existing turf areas which have been damaged
SECTION 02921 Page 7

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
during turf installation operations at the Contractor's expense. Keep
clean at all times at least one paved pedestrian access route and one paved
vehicular access route to each building. Clean other paving when work in
adjacent areas is complete.
-- End of Section --
SECTION 02921 Page S

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
SECTION 02922
SODDING
05/04
PART 1 GENERAL
05055011
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM D 4427 (1992; R 2002el) Peat Samples by
Laboratory Testing
ASTM D 4972 (2001) pH Of Soils
TURFGRASS PRODUCERS INTERNATIONAL (TPI)
TPI GSS (1995) Guideline Specifications to
Turfgrass Sodding
U.S. DEPARTMENT OF AGRICULTURE (USDA)
DOA SSIR 42 (1996) Soil Survey Investigation Report
No. 42, Soil Survey Laboratory Methods
Manual, version 3.0
1.2 DEFINITIONS
1.2.1 Stand of Turf
1001percent ground cover of the established species.
1.3 RELATED REQUIREMENTS
Section 02315N EXCAVATION AND FILL, Section 02921 SEEDING, Section 02930
EXTERIOR PLANTS, and Section 02935 LANDSCAPE ESTABLISHMENT apply to this
section for pesticide use and plant establishment requirements, with
additions and modifications herein.
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval. The following shall be submitted in accordance with Section 01330
SUBMITTAL PROCEDURES:
SD-03 Product Data
Fertilizer
Include physical characteristics, and recommendations.
SD-06 Test Reports
SECTION 02922 Page 1

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
Topsoil composition tests (reports and recommendations).
SD-07 Certificates
Nursery or Sod farm certification for sods. Indicate type of sod
in accordance with TPI GSS.
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery
1.5.1.1 Sod Protection
Protect from drying out and from contamination during delivery, on -site
storage, and handling.
1.5.1.2 Fertilizer Delivery
Deliver to the site in original, unopened containers bearing manufacturer's
chemical analysis, name, trade name, trademark, and indication of
conformance to state and federal laws. Instead of containers, fertilizer
may be furnished in bulk with certificate indicating the above information.
1.5.2 Storage
1.5.2.1 Sod Storage
Lightly sprinkle with water, cover with moist burlap, straw, or other
approved covering; and protect from exposure to wind and direct sunlight
until, planted. Provide covering that will allow air to circulate so that
internal heat will not develop. Do not store sod Longer than 24 hours. Do
not store directly on concrete or bituminous surfaces.
1.5.2.2 Topsoil
Prior to stockpiling topsoil, treat growing vegetation with application of
appropriate specified non -selective herbicide. Clear and grub existing
vegetation three to four weeks prior to stockpiling topsoil.
1.5.2.3 Handling
Do not drop or dump materials from vehicles.
1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS
1.6.1 Restrictions
Do not plant when the ground is frozen, snow covered, muddy, or when air
temperature exceeds 32 degrees Celsius.
1.7 TIME LIMITATIONS
1.7,1 Sod
Place sod a maximum of thirty six hours after initial harvesting, in
accordance with TPI GSS as modified herein.
SECTION 02922 Page 2

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
PART 2 PRODUCTS
2.1 SODS
2.1.1 Classification
05055011
Nursery grown, certified as classified in the TPI GSS. Machine cut sod at
a uniform thickness of 19 mm within a tolerance of 6 mm, excluding top
growth and thatch. Each individual sod piece shall be strong enough to
support its own weight when lifted by the ends. Broken pads, irregularly
shaped pieces, and torn or uneven ends will be rejected.Wood pegs and wire
staples for anchorage shall be as recommended by sod supplier.
2.1.2 Purity
Sod species shall be genetically pure, free of weeds, pests, and disease.
2.1.3 Planting Dates
Lay sod from May 15 to July 15 for warm season spring planting and from
July 15 to October 15 for cool season fall planting.
2.1.4 Composition
2.1.4.1 Proportion
Proportion grass species as follows.
Botanical Name Common Name Percent:
EREMOCHLOA OPHTUROIDES Centipede 100
2.1.4.2 Sod Farm Overseeding
At the sod farm provide sod with overseeding of type recommended by seed
producer.
2.2 TOPSOIL
2.2.1 On -Site Topsoil
Surface soil stripped and stockpiled on site and modified as necessary to
meet the requirements specified for topsoil in paragraph entitled
"Composition." When available topsoil shall be existing surface soil
stripped and stockpiled on -site in accordance with Section 02921 SEEDING.
2.2.2 Off -Site Topsoil
Conform to requirements specified in Section 02921 SEEDING. Additional
topsoil shall be furnished by the Contractor.
2.2.3 Composition
Containing from 5 to 10 percent organic matter as determined by the topsoil
composition tests of the Organic Carbon, 6A, Chemical Analysis Method
described in DOA SSIR 42. Maximum particle size, 19 mm, with maximum 3
percent retained on 6 mm screen. The pH shall be tested in accordance with
ASTM D 4972. Topsoil shall be free of sticks, stones, roots, and other
debris and objectionable materials. Other components shall conform to the
SECTION 02922 Page 3

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
following limits:
Silt
Clay
Sand
pH
Soluble Salts
2.3 SOIL CONDITIONERS
25-50 percent
10-30 percent
20-35 percent
5.5 to 7.6
600 ppm maximum
05055011
Add conditioners to topsoil as required to bring into compliance with
"composition" standard for topsoil as specified in Section 02921 SEEDING.
2.3.1 Lime
Conform to requirements specified in Section 02921 SEEDING.
2.3.2 Peat
Natural product of peat moss derived from a freshwater site and conforming
to ASTM D 4427 as modified herein. Shred and granulate peat to pass a 12.5
mm mesh screen and condition in storage pile for minimum 6 months after
excavation.
2.3.3 Sand
Clean and free of materials harmful to plants.
2.3.4 Perlite
Horticultural grade.
2.3.5 Composted Derivatives
Ground bark, nitrolized sawdust, humus or other green wood waste material
free of stones, sticks, and soil stabilized with nitrogen and having the
following properties:
2.3.5.1 Particle Size
Minimum percent by weight passing:
4.75 mm screen 95
2.36 mm screen 80
2.3.5.2- Nitrogen Content
Minimum percent based on dry weight:
Fir Sawdust 0.7
Fir or Pine Bark 1.0
2.3.6 Gypsum
Coarsely ground gypsum comprised of calcium sulfate dihydrate 91 percent,
calcium 22 percent, sulfur 17 percent; minimum 96 percent passing through
850 micrometers, 100 percent passing thru 970 micrometers screen.
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2.3.7 Calcined Clay
05055011
Calcined clay shall be granular particles produced from montmorillonite
clay calcined to a minimum temperature of 650 degrees C. Gradation: A
minimum 90 percent shall pass a 2.36 mm sieve; a minimum 99 percent shall
be retained on a 0.250 mm sieve; and a maximum 2 percent shall pass a
0.150 mm sieve. Bulk density: A maximum 640 kilogram per cubic meter .
2.4 FERTILIZER
2.4.1 Granular Fertilizer
Synthetic, granular controlled release fertilizer containing the following
minimum percentages, by weight, of plant food nutrients:
16 percent available nitrogen
7 percent available phosphorus
12 percent available potassium
2 percent iron
2.5 WATER
Source of water shall be approved by Contracting Officer and of suitable
quality for irrigation containing no element toxic to plant life.
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 EXTENT OF WORK
Provide soil preparation (including soil conditioners), fertilizing, and
sodding of all newly graded finished earth surfaces, unless indicated
otherwise, and at all areas inside or outside the limits of construction
that are disturbed by the Contractor's operations.
3.1.2 Soil Preparation
Provide 102 mm of off -site topsoil or on -site topsoil to meet indicated
finish grade. After areas have been brought to indicated finish grade,
incorporate fertilizer and soil conditioners into soil a minimum depth of
100 mm by disking, harrowing, tilling or other method approved by the
Contracting Officer. Remove debris and stones larger than 19 mm in any
dimension remaining on the surface after finish grading. Correct
irregularities in finish surfaces to eliminate depressions. Protect
finished topsoil areas from damage by vehicular or pedestrian traffic.
3.1.2.1 Soil Conditioner Application Rates
Apply soil conditioners at rates as determined by laboratory soil analysis
of the soils at the job site. For bidding purposes only apply at rates for
the following:
Lime 32 kg per 100 square meters.
3.1.2.2 Fertilizer Application Rates
Apply fertilizer at rates as determined by laboratory soil analysis of the
soils at the job site. For bidding purposes only apply at rates for the
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EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
following:
Synthetic Granular Fertilizer 34 kg per 100 square meters.
3.2 SODDING
3.2.1 Finished Grade and Topsoil
Prior to the commencement of the sodding operation, the Contractor shall
verify that finished grades are as indicated on drawings; the placing of
topsoil, smooth grading, and compaction requirements have been completed in
accordance with Section 02315N EXCAVATION AND FILL.
The prepared surface shall be a maximum 25 mm below the adjoining grade of
any surfaced area. New surfaces shall be blended to existing areas. The
prepared surface shall be completed with a light raking to remove from the
surface debris and stones over a minimum 16 mm in any dimension.
3.2.2 Placing
Place sod a maximum of 36 hours after initial harvesting, in accordance
with TPI GSS as modified herein.
3.2.3 Sodding Slopes and Ditches
For slopes 2:1 and greater, lay sod with long edge perpendicular to the
contour. For V-ditches and flat bottomed ditches, lay sod with long edge
perpendicular to flow of water. Anchor each piece of sod with wood pegs or
wire staples maximum 600 mm on center. On slope areas, start sodding at
bottom of the slope.
3.2.4 Finishing
After completing sodding, blend edges of sodded area smoothly into
surrounding area. Air pockets shall be eliminated and a true and even
surface shall be provided. Frayed edges shall be trimmed and holes and
missing corners shall be patched with sod.
3.2.5 Rolling
Immediately after sodding, firm entire area except for slopes in excess of
3 to 1 with a roller not exceeding 134 kg per m for each foot of roller
width.
3.2.6 Watering
Start watering areas sodded as required by daily temperature and wind
conditions. Apply water at a rate sufficient to ensure thorough wetting of
soil to minimum depth of 150 mm. Run-off, puddling, and wilting shall be
prevented. Unless otherwise directed, watering trucks shall not be driven
over turf areas. Watering of other adjacent areas or plant material shall
be prevented.
3.3 PROTECTION OF TURF AREAS
Immediately after turfing, protect area against traffic and other use.
SECTION 02922 Page 6

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.4 RESTORATION
05055011
Restore to original condition existing turf areas which have been damaged
during turf installation operations. Keep clean at all times at least One
paved pedestrian access route and one paved vehicular access route to each
building. Clean other paving when work in adjacent areas is complete.
-- End of Section --
SECTION 02922 Page 7

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
SECTION 02930
EXTERIOR PLANTS
05/04
05055011
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 within the text by the
basic designation only.
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI A300 (1995) Tree Care Operations - Trees,
Shrubs and Other Woody Plant Maintenance
ANSI Z133.1 (2001) Arboricultural Operations -- Safety
Requirements for Pruning, Repairing,
Maintaining, and Removing Trees, and
Cutting Brush
ANSI Z60.1 (1996) Nursery Stock
ASTM INTERNATIONAL (ASTM)
ASTM A 580/A 580M (1998; R 2004) Stainless Steel Wire
ASTM D 4427 (1992; R 2002e1) Peat Samples by
Laboratory 'Testing
ASTM D 4972 (2001) pH of Soils
L.H. BAILEY HORTORIUM (LHBH)
LHBH (1976) Hortus Third
1.2 RELATED REQUIREMENTS
Section 02315 EXCAVATION AND FILL, Section 02921 SEEDING, Section 02922
SODDING, and Section 02935 LANDSCAPE ESTABLISHMENT applies to this section
for pesticide use and plant establishment requirements, with additions and
modifications herein.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval.. The following shall be submitted in accordance with Section 01330
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
State Landscape Contractor's License
SD-03 Product Data
SECTION 02930 Page 1

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
Mulch; G,
Fertilizer
Weed control fabric; G,
Metal edging
Metal anchors
Antidesiccants
SD-06 Test Reports
05055011
Topsoil composition tests; Soil Test of current growing area; Soil
Test of proposed area; Soil Test location map
Percolation Test; Percolation Test of proposed area
SD-07 Certificates
Nursery certifications
Indicate names of plants in accordance with the LHBH, including type,
quality, and size.
1.4 QUALITY ASSURANCE
1.4.1. Topsoil Composition Tests
Commercial test from an independent testing laboratory including basic soil
groups (moisture and saturation percentages, Nitrogen -Phosphorus -Potassium
(N-P-K) ratio, pH (ASTM D 4972), soil salinity, secondary nutrient groups
(calcium, magnesium, sodium, Sodium Absorption Ratio (SAR), micronutrients
(zinc, manganese, iron, copper), toxic soil elements (boron, chloride,
sulfate), cation exchange and base saturation percentages, and soil
amendment and fertilizer recommendations with quantities for plant material
being transplanted. Soil required for each test shall include a maximum
depth of 450 mm of approximately 1 liter volume for each test. Areas
sampled should not be larger than 0.4 hectare and should contain at least
6-8 cores for each sample area and be thoroughly mixed. Problem areas
should be sampled separately and compared with samples taken from adjacent
non -problem areas. The location of the sample areas should be noted and
marked on a parcel or planting map for future reference.
1.4.2 Nursery Certifications
a. Indicate on nursery letterhead the name of plants in
accordance with the LHBH, including botanical common names,
quality, and size.
b. Inspection certificate.
C. Mycorrhizal fungi inoculum for plant material treated
1.4.3 State Landscape Contractor's License
Construction company shall hold a landscape contractors license in the
state where the work is performed and have a minimum of five years
SECTION 02930 Page 2

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
landscape construction experience. Submit copy of license and three
references for similar work completed in the last five years.
1.4.4 Percolation Test
Immediately following rough grading operation, identify a typical location
for one of the largest trees and or shrubs and excavate a pit per the
project details. Fill the pit with water to a depth of 300 mm. The length
of time required for the water to percolate into the soil, leaving the pit
empty, shall be measured by the project Landscape Architect and verified by
the Contracting Officer. Within six hours of the time the water has
drained from the pit, the Contractor, with the Contracting Officer and
project Landscape Architect present, shall again fill the pit with water to
a depth of 300 mm. If the water does not completely percolate into the
soil within 9 hours, a determination shall be made whether a drainage
system or a soil penetrant will be required for each tree and or shrub
being transplanted.
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery
1.5.1.1 Branched Plant Delivery
Deliver with branches tied and exposed branches covered with material which
allows air circulation. Prevent damage to branches, trunks, root systems,
and root balls and desiccation of leaves.
1.5.1.2 Soil Amendment Delivery
Deliver to the site in original, unopened containers bearing manufacturer's
chemical analysis, name, trade name, or trademark, and indication of
conformance to state and federal laws. Instead of containers, fertilizer,
and lime may be furnished in bulk with a certificate indicating the above
information. Store in dry locations away from contaminates.
1.5.1.3 Plant Labels
Deliver plants with durable waterproof labels in weather -resistant ink.
Provide labels stating the correct botanical plant name and variety as
applicable and size as specified in the list of required plants. Attach to
plants, bundles, and containers of plants. Groups of plants may be labeled
by tagging one plant. Labels shall be legible for a minimum of 60 days
after delivery to the planting site.
1.5.2 Storage
1.5.2.1 Plant Storage and Protection
Store and protect plants not planted on the day of arrival at the site as
follows:
a. Shade and protect plants in outside storage areas from the wind
and direct sunlight until planted.
b. Heel -in bare root plants.
C. Protect balled and burlapped plants from freezing or drying out by
covering the balls or roots with moist burlap, sawdust, wood
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EOD OPERATIONS FACILITY 05055011
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chips, shredded bark, peat moss, or other approved material.
Provide covering which allows air circulation.
d. 'Keep plants in a moist condition until planted by watering with a
fine mist spray.
e. Do not store plant material directly on concrete or bituminous
surfaces.
1.5.2.2 Fertilizer, pH Adjusters and Mulch Storage
Store in dry locations away from contaminants.
1.5.2.3 Topsoil
Prior to stockpiling topsoil, eradicate on site undesirable growing
vegetation. Clear and grub existing vegetation three to four weeks prior
to stockpiling existing topsoil.
1.5.2.4 Root Control Barrier and Weed Control Fabric
Store materials on site in enclosures or under protective covering in dry
location. Store under cover out of direct sunlight. Do not store
materials directly on ground.
1.5.3 Handling
Do not drop or dump plants from vehicles. Avoid damaging plants being
moved from nursery or storage area to planting site. Handle boxed, balled
and burlapped, bare root, balled and potted, processed balled, in -ground
fabric bag grown, container, plants carefully to avoid damaging or breaking
the earth ball or root structure. Do not handle plants by the trunk or
stem. Puddle bare -root plants after removal from the heeling -in bed to
protect roots from drying out. Remove damaged plants from the site.
1.5.4 TIME LIMITATION
Except for container -grown plant material, the time limitation from digging
to installing plant material shall be a maximum of 90 days. The time
limitation between installing the plant material and placing the mulch
shall be a maximum of 24 hours.
1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS
1.6.1 Planting Dates
Plant all plants from 1 November to 1 April.
1.6.2 Restrictions
Do not plant when ground is frozen, snow covered, muddy, or when air
temperature exceeds 32 degrees Celsius
1.7 GUARANTEE
All plants shall be guaranteed for one year beginning on the date of
inspection by the Contracting Officer to commence the plant establishment
period.
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EOD OPERATIONS FACILITY 05055011
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PART 2 PRODUCTS
2.1 PLANTS
2.1.1 Regulations and Varieties
Furnish nursery stock in accordance with ANSI Z60.1, except as otherwise
specified or indicated.' Each plant or group of planting shall have a "key"
number indicated on the nursery certifications of the plant schedule.
Furnish plants grown under climatic conditions similar to those in the
locality of the project. Spray plants budding into leaf or having soft
growth with an antidesiccant before digging. Plants of the same specified
size shall be of uniform size and character of growth. All plants shall
comply with all Federal and State Laws requiring inspection for plant
diseases and infestation.
2.1.2 Shape and Condition
Well -branched, well --formed, sound, vigorous, healthy planting stock free
from disease, sunscald, windburn, abrasion, and harmful insects or insect
eggs and having a healthy, normal, and undamaged root system.
2.1.2.1 Deciduous Trees and Shrubs
Symmetrically developed and of uniform habit of growth, with straight boles
or stems, and free from objectionable disfigurements.
2.1.2.2 Evergreen Trees and Shrubs
Well developed symmetrical tops with typical spread of branches for each
particular species or variety.
2.1.2.3 Ground Covers and Vines
Number and length of runners and clump sizes indicated, and of the proper
age for the grade of plants indicated, furnished in removable containers,
integral containers, or formed homogeneous soil section.
2.1.3 Plant Size
Minimum sizes measured after pruning and with branches in normal position,
shall conform to measurements indicated, based on the average width or
height of the plant for the species as specified in ANSI Z60.1. Plants
larger in size than specified may be provided with approval of the
Contracting Officer. when larger plants are provided, increase the ball of
earth or spread of roots in accordance with ANSI Z60.1.
2.1.4 Root Ball Size
All box -grown, field potted, field boxed, collected, plantation grown, bare
root, balled and burlapped, container grown, processed -balled, and
in --ground fabric bag -grown root balls shall conform to ANSI Z60.1. All
wrappings and ties shall be biodegradable. Root growth in container grown
plants shall be sufficient to hold earth intact when removed from
containers. Root bound plants will not be accepted.
2.1.4.1 Mycorrhizal fungi inoculum
Before shipment, root systems shall contain mycorrhizal fungi inoculum.
SECTION 02930 Page 5

EOD OPERATIONS FACILITY 05055011
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2.1.5 Growth of Trunk and Crown
2.1.5.1 Deciduous Trees
A height to caliper relationship shall be provided in accordance with ANSI
Z60.1. Height of branching shall bear a relationship to the size and
species of tree specified and with the crown in good balance with the
trunk. The trees shall not be "poled" or the leader removed.
a. Single stem: The trunk shall be reasonably straight and
symmetrical with crown and have a persistent main leader.
b. Multi -stem: All countable stems, in aggregate, shall average the
size specified. To be considered a stem, there shall be no
division of the trunk which branches more than 150 mm from ground
level.
2.1.5.2 Deciduous Shrubs
Deciduous shrubs shall have the height and number of primary stems
recommended by ANSI Z60.1. Acceptable plant material shall be well shaped,
with sufficient well -spaced side branches, and recognized by the trade as
typical for the species grown in the region of the project.
2.1.5.3 Coniferous Evergreen Plant Material
Coniferous Evergreen plant material shall have the height -to -spread ratio
recommended by ANSI Z60.1. The coniferous evergreen trees shall not be
"poled" or the leader removed. Acceptable plant material shall be
exceptionally heavy, well shaped and trimmed to form a symmetrical and
tightly knit plant. The form of growth desired shall be as indicated.
2.1.5.4 Broadleaf Evergreen Plant Material
Broadleaf evergreen plant material shall have the height -to -spread ratio
recommended by ANSI Z60.1. Acceptable plant material shall be well shaped
and recognized by the trade as typical for the variety grown in the region
of the project.
2.1.5.5 Ground Cover and Vine Plant Material
Ground cover and vine plant material shall have the minimum number of
runners and length of runner recommended by ANSI Z60.1. Plant material
shall have heavy, well developed and balanced crown with vigorous, well
developed root system and shall be furnished in containers.
2.2 TOPSOIL
2.2.1 Existing Soil
Modify to conform to requirements specified in Section 02921 SEEDING.
2.2.2 On -Site Topsoil
Surface soil stripped and stockpiled on site and modified as necessary to
meet the requirements specified for topsoil in Section C2921 SEEDING. When
available topsoil shall be existing surface soil stripped and stockpiled
on -site in accordance with Section 02315N EXCAVATION AND FILL.
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EOD OPERATIONS FACILITY
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2.2.3 Off -Site Topsoil
05055011
Conform to requirements specified in Section 02921 SEEDING. Additional
topsoil shall be furnished by the Contractor.
2.3 SOIL CONDITIONERS
Provide singly or in combination as required to meet specified requirements
for topsoil. Soil conditioners shall be nontoxic to plants.
2.3.1 Lime
Conform to requirements specified in Section 02921 SEEDING.
2.3.2 Peat
Natural product of peat moss derived from a freshwater site and conforming
to ASTM D 4427 as modified herein. Shred and granulate peat to pass a 12.5
mm mesh screen and condition in storage pile for minimum 6 months after
excavation.
2.3.3 Sand
Clean and free of materials harmful to plants.
2.3.4 Perlite
Horticultural grade.
2.3.5 Composted Derivatives
Ground bark, nitrolized sawdust, humus or other green wood waste material
free of stones, sticks, and soil stabilized with nitrogen and having the
following properties:
2.3.5.1 Particle Size
Minimum percent by weight passing:
1
4.75 mm screen 95
2.36 mm screen 80
2.3.5.2 Nitrogen Content
Minimum percent based on dry weight:
Fir Sawdust 0.7
Fir or Pane Bark 1.0
2.3.6 Gypsum
Coarsely ground gypsum comprised of calcium sulfate dihydrate 91 percent,
calcium 22 percent, sulfur 17 percent; minimum 96 percent passing through
850 micrometers, 100 percent passing thru 970 micrometers screen.
2.4 PLANTING SOIL MIXTURES
Sandy topsoil: one part topsoil to one part peat; clay topsoil: two parts
SECTION 02930 Page 7

EOD OPERATIONS FACILITY 05055011
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topsoil to one part peat. Thoroughly mix all parts of planting soil
mixture to a uniform blend throughout.
2.5 FERTILIZER
2.5.1 Granular Fertilizer
synthetic, granular controlled release fertilizer containing the following
minimum percentages, by weight, of plant food nutrients:
16 percent available nitrogen
7 percent available phosphorus
12 percent available potassium
2 percent iron
2.5.2 Fertilizer Tablets
Syntheticplant tablets composed of tightly compressed fertilizer chips
forming a tablet that is insoluble in water, is designed to provide a
continuous release of nutrients for at least 24 months and contains the
following minimum percentages, by weight, of plant food nutrients:
20 percent available nitrogen
20 percent available phosphorus
5 percent available potassium
2.6 WEED CONTROL FABRIC
2.6.1 Roll Type Polypropylene or Polyester Mats
Fabric shall be woven, needle punched or non -woven and treated for
protection against deterioration due to ultraviolet radiation. Fabric shall
be minimum 99 percent opaque to prevent photosynthesis and seed germination
from occurring, yet allowing air, water and nutrients to pass thru to the
roots. Minimum weight shall be 0.11 kg per square meter with a minimum
thickness of 0.50 mm with a 20 year (minimum) guarantee.
2.7 MULCH
Free from noxious weeds, mold, or other deleterious materials.
2.7.1 Organic Mulch Materials
Ground or shredded bark, or shredded hardwood.
2.7.2 Recycled Organic Mulch
Recycled mulch may include compost, tree trimmings, or pine needles with a
gradation that passes -through a 65 by 65 mmscreen. It shall be cleaned of
all sticks a minimum 25 mm in diameter and plastic materials a minimum 75 mm
length. The material shall, be treated to retard the growth of mold and
fungi.
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EOD OPERATIONS FACILITY 05055011
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2.8 STAKING AND GUYING MATERIAL
2.8.1 Staking Material
2.8.1.1 Tree Support Stakes
Rough sawn hard wood free of knots, rot, cross grain, bark, long slivers,
or other defects that impair strength. Stakes shall be minimum 50 mm
square or 64 mm diameter by 2.4 m long, pointed at one end.
2.8.1.2 Ground Stakes
50 mm square are by 0.91 m long, pointed at one end.
2.8.2 Guying Material
2.8.2.1 Guying Wire
12 gauge annealed galvanized steel, ASTM A 580/A 580M.
2.8.2.2 Guying Cable
Minimum five -strand, 5 mm diameter galvanized steel cable plastic coated.
2.8.3 Hose Chafing Guards
New or used 2 ply 19 mm diameter reinforced rubber or plastic -hose, black
or dark green, all of same color.
2.8.4 Flags
White surveyor's plastic tape, fastened to guying wires or cables.
2.8.5 Turnbuckles
Galvanized or cadmium -plated steel with minimum 75 mm long openings fitted
with screw eyes. Eye bolts shall be galvanized or cadmium -plated steel with
25 mm diameter eyes and screw length 38 mm, minimum.
2.8.6 Deadmen
100 by 200 mm rectangular or 200 mm diameter by 900 mm long, pine wood
material.
2.8.7 Metal Anchors
2.8.7.1 Driven Anchors
Malleable iron, arrow shaped, galvanized, sized as follows:
Tree Caliper Anchor Size
50 mm 75 mm
75 to 150 mm 100 mm
150 to 200 mm 150 mm
200 to 250 mm 200 mm
250 to 300 mm 250 mm
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2.8.7.2 Screw Anchors
05055011
Steel, screw type with welded -on 75 mm round helical steel plate, minimum
10 mm diameter, 375 mm long.
2.9 EDGING MATERIAL
2.9.1 Metal Edging
Galvanized steel with slots for stakes and 16 mm thick by 100 mm deep in
4.90 m lengths. Treat steel edging with rust preventative and factory
finish in color green. Anchoring stakes.shall be tapered galvanized steel
with same finish as metal edging, 400 to 450 mm Long.
2.10 ANTIDESICCANTS
Sprayable, water insoluble vinyl-vinledine complex which produce a moisture
retarding barrier not removable by rain or snow. Film shall form at
temperatures commonly encountered out of doors during planting season and
have a moisture vapor transmission rate (MVT) of the resultant film of
maximum 10 grams per 24 hours at 70 percent humidity.
2.11 WATER
Source of water to be approved by Contracting Officer and suitable quality
for irrigation and shall not contain elements toxic to plant life.
2.12 SOURCE QUALITY CONTROL
The Contracting Officerand Landscape Architect of: Record will inspect plant
materials at the project site and approve them. Tag plant materials for
size and quality.
PART 3 EXECUTION
3.1 EXTENT OF WORK
Provide soil preparation, fertilizing, tree, shrub, vine, groundcover, and
planting, edging, staking and guying, weed control fabric,and root control
barrier installation and a mulch topdressing of all newly graded finished
earth surfaces, unless indicated otherwise, and at all areas inside or
outside the limits of construction that are disturbed by the Contractor's
operations.
3.2 PREPARATION
3.2.1 Layout
Stake out approved plant material locations and planter bed outlines on the
project site before digging plant pits or beds. The Contracting Officer
reserves the right to adjust plant material locations to meet field
conditions. Do not plant closer than 900 mm to a building wall,pavement
edge,fence or wall edge and other similar structures.
3.2.2 Soil Preparation
3.2.2.1 pH Adjuster Application Rates
Apply pH adjuster at rates as determined by laboratory soil analysis of
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EOD OPERATIONS FACILITY 05055011
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the soils at the job site. For bidding purposes only apply at rates for
the following:
Lime 34 kg per 100 square meters
3.2.2.2 Soil Conditioner Application Rates
Apply soil conditioners at rates as determined by laboratory soil analysis
of the soils at the job site.
3.2.2.3 Fertilizer Application Rates
Apply fertilizer at rates as determined by laboratory soil analysis of the
soils at the job site.
3.3 PLANT BED PREPARATION
Verify location of underground utilities prior to excavation. Protect
existing adjacent turf before excavations are made. Where planting beds
occur in existing turf areas, remove turf to a depth that will ensure
removal of entire root system. Measure depth of plant pits from finished
grade. Depth of plant pit excavation shall be as indicated and provide
proper relation between top of root ball and finished'grade. Install plant
material as specified in paragraph entitled "Plant Installation." Do not
install trees within 10 feet of any utility lines or building walls.
3.4 PLANT INSTALLATION
3.4.1 Individual Plant Pit Excavation
Excavate pits at least twice as large in diameter as the size of ball or
container to depth shown.
3.4.2 Plant Beds with Multiple Plants
Excavate plant beds continuously throughout entire bed as outlined to depth
shown.
3.4.3 Handling and Setting
Move plant materials only by supporting the root ball or container. Set
plants on hand compacted layer of prepared backfill soil mixture 150 mm
thickand hold plumb in the center of the pit until soil has been tamped
firmly around root ball. Set plant materials, in relation to surrounding
finish grade, 25 to 50 mm above depth at which they were grown in the
nursery, collecting field or container. Replace plant material whose root
balls are cracked or damaged either before or during the planting process.
Plant material shall be set in plant beds according to the drawings.
Backfill soil mixture shall be placed on previously scarified subsoil to
completely surround the root balls, and shall be brought to a smooth and
even surface, blending to existing areas.
3.4.3.1 Balled and Burlapped Stock
Backfill with prepared soil mixture to approximately half the depth of ball
and then tamp and water. Carefully remove or fold back excess burlap and
tying materials from the top a minimum 1/3 depth from the top of the
rootball. Tamp and complete backfill, place mulch topdressing, and water.
SECTION 02930 Page 11

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
Remove wires and non -biodegradable materials from plant pit prior to
backfill operations.
3.4.3.2 Bare -Root Stock
Plant so roots are arranged in a natural position. Place roots in water a
minimum of 30 minutes prior to planting. Carefully work prepared soil
mixture among roots. Tamp remainder of backfill, place mulch topdressing
and water.
3.4.3.3 Container Grown Stock
Remove from container and prevent damage to plant or root system.
3.4.3.4 Ground Covers and Vines
Plant after placing mulch topdressing. Do not remove plant materials from
flats or containers until immediately before planting. Space at intervals
indicated. Plant at a depth to sufficiently cover all roots. Start
watering areas planted as required by temperature and wind conditions.
Apply water at a rate sufficient to ensure thorough wetting of soil to a
depth of 150 mm without run off. Smooth planting areas after planting to
provide even, smooth finish. Mulch as indicated.
3.4.4 Earth Mounded Watering Basin for Individual Plant Pits
Form with topsoil around each plant by replacing a mound of topsoil around
the edge of each plant pit. Watering basins shall be 150 mm deep for trees
and 100 mm deep for shrubs. Eliminate basins around plants in plant beds
containing multiple plants.
3.4.5 Weed Control Fabric Installation
Remove grass and weed vegetation, including roots, from within the area
enclosed by edging. Completely cover areas enclosed by edging with
specified weed control fabric prior to placing mulch layer. Overlap cut
edges 150 mm.
3.4.6 Placement of Mulch Topdressing
Place specified mulch topdressing on top of weed control fabric covering
total area enclosed by edging. Place mulch topdressing to a depth of 75 mm.
3.4.7 Mulch Topdressing
Provide mulch topdressing over entire planter bed surfaces and individual
plant surfaces including earth mound watering basin around plants to a
depth of 75 mm after completion of plant installation and before watering.
Keep mulch out of the crowns of shrubs. Place mulch a minimum 50 to 75 mm
away from trunk of shrub or tree. Place on top of any weed control fabric.
3.4.8 installation of Edging
uniformly edge beds of plants to provide a clear cut division line between
planted area and adjacent lawn. Construct bed shapes as indicated.
Install plastic or metal edging material as indicated and as per
manufacturer's instructions. Install edging material in a perfect 1.22 m
diameter circle inside the 1.37 m watering basin, around individual
specimen trees and shrubs not planted in a close group. Install edging
SECTION 02930 Page 12

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
with minimum 25 mm left above ground level.
3.4.9 Fertilization
3.4.9.1 Fertilizer Tablets
Place fertilizer planting tablets evenly spaced around the plant pits to
the manufacturer's recommended depth.
3.4.10 Watering
Start watering areas planted as required by temperature and wind
conditions. Apply water at a rate sufficient to ensure thorough wetting of
soil to a depth of 300 mm without run off.
3.4.11 Staking and Guying
3.4.11.1 Staking
Stake plants with the number of stakes indicated complete with double
strand of 12 gage guy wire as detailed. Attach guy wirel half the tree
height but not more than 1.5 m high. Drive stakes to a depth of 0.80 to
0.91 m into the ground outside the plant pit. Do not injure the root ball.
use hose chafer guards where guy wire comes in contact with tree trunk.
3.4,11.2 Guying
Guy plants as indicated. Attach two strands of guying wire around the tree
trunk at an angle of 0.785 rad at approximately 1/2 of the trunk height .
Protect tree trunks with chafing guards where guying wire contacts the tree
trunk. Anchor guys to wood ground stakes. Fasten flags to each guying wire
approximately 2/3 of the distance up from ground level.
3.4.11.3 Chafing Guards
Use hose chafing guards, as specified where guy wire will contact the plant.
3.4.11.4 Deadmen
Place deadmen minimum 450 mm below ground surface. Place equal distance
from tree trunk and around the plant pit.
3.4.11.5 Wood Ground Stakes
Drive wood ground stakes into firm ground outside of plant pit with top of
stake flush with ground. Place equal distance from tree trunk and around
the plant pit.
3.4.11.6 Flags
Securely fasten flags on each guy wire approximately two-thirds of the
distance up from ground level.
3.4.12 Pruning
Prune in accordance with safety requirement of ANSI Z133.1.
SECTION 02930 Page 13

. U i
EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.4.12.1 Trees and Shrubs `
05055011
Remove dead and broken branches. Prune to correct structural defects only.
Retain typical growth shape of individual plants with as much height and
spread as practical. Do not cut central leader on trees. Make cuts with
sharp instruments. Do not flush cut with trunk or adjacent branches.
Collars shall remain in place. Pruning shall be accomplished by trained
and experienced personnel and shall be accordance with ANSI A300.
3.4.12.2 Wound Dressing
Do not apply tree wound dressing to cuts.
3.5 RESTORATION AND CLEAN UP
3.5.1 Restoration
Turf areas, pavements and facilities that have been damaged from the
planting operation shall be restored to original condition at the
Contractor's expense.
3.5.2 Clean Up
Excess and waste material shall be removed from the installed area and
shall be disposed offsite. Adjacent paved areas shall be cleared.
-- End of Section --
SECTION 02930 Page 14

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
SECTION 02935
LANDSCAPE ESTABLISHMENT
05/04
PART 1 GENERAL
1.1 DEFINITIONS
05055011
1.1.1 Pesticide
Any substance or mixture of substances, including biological control
agents, that may pervent, destroy, repel, or mitigate pests and are
specifically labeled for use by the U.S. Environmental Protection Agency
(EPA). Also, any substance used as a plant regulator, defoliant,
disinfectant, or biocide. Examples of pesticides include fumigants,
herbicides, insecticides, fungicides, nematicides, molluscicides and
rodenticides.
1.1.2 Stand of Turf
95 percent ground cover of the established species.
1.2 RELATED REQUIREMENTS
Section 02921 SEEDING and Section 02922 SODDING apply to this section for
installation of seed and sod requirements, with additions and modifications
herein.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval. The following shall be submitted in accordance with Section 01330
SUBMITTAL PROCEDURES:
SD-03 Product Data
Fertilizer; G,
Include physical characteristics, application instructions and
recommendations.
SD-07 Certificates
Pesticide applicator's certification
Maintenance inspection report
SD-08 Manufacturer's Instructions
Pesticides
SECTION 02935 Page 1

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
1.4 DELIVERY, STORAGE AND HANDLING
1.4.1 Delivery
1.4.1.1 Fertilizer, Delivery
Deliver to the site in original containers bearing manufacturer's chemical
analysis, name, trade name, or trademark, and indication of conformance to
•state and federal laws. Instead of containers, fertilizer, may he
furnished in bulk with a certificate indicating the above information.
1.4.2 ' Storage
1.4.2.1 Fertilizer, Storage
Material shall be stored in designated areas. fertilizer shall be stored
in cool, dry locations away from contaminants.
1.4.3 Handling
Do not drop or dump materials from vehicles.
PART 2 PRODUCTS
2.1 POST -PLANT FERTILIZER
2.1.1 Granular Fertilizer
Organic, granular controlled release fertilizer containing the following
minimum percentages, by weight, of plant food nutrients:
16 percent available nitrogen
7 percent available phosphorus
12 percent available potassium
2 percent sulfur
2.2 WATER
Source of water shall be approved by the Contracting Officer, and be of
suitable quality for irrigation.
PART 3 EXECUTION
3.1 EXTENT OF WORK
Provide landscape construction maintenance to include mowing, overseeding,
fertilizing, watering, for all newly installed landscape areas , unless
indicated otherwise, and at all areas inside or outside the limits of the
construction that are disturbed by the Contractor's operations.
3.1.1 Policing
The Contractor shall police all landscaped areas. Policing includes
removal of leaves, branches and limbs regardless of: length or diameter,
dead vegetation, paper, trash, cigarette butts, garbage, rocks or other
debris. Collected debris shall be promptly removed and disposed of at an
approved disposal site.
SECTION 02935 Page 2

U
EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.1.2 Drainage System Maintenance
05055011
The Contractor shall remove all obstructions from surface and subsurface
drain lines to allow water to flow unrestricted in swales, and trench drains.
Remove grates and clear debris in catch basins. Open drainage channels
are to be maintained free of all debris and vegetation at all times. Edges
of these channels shall be clear of any encroachment by vegetation.
3.2 TURF ESTABLISHMENT PERIOD
Turf establishment period will commence on the date that inspection by the
Contracting Officer shows that the new turf furnished under this contract
has been satisfactorily installed to a 95 percent stand of coverage for
seed and 100 percent stand of coverage for sod. The establishment period
shall continue for a period of 365 days.
3.2.1 Frequency of Maintenance
Begin maintenance immediately after turf has been installed . Inspect turf
areas once a week during the installation and establishment period and
perform needed maintenance promptly.
3.2.2 Promotion of Turf Growth
Turf shall be maintained in a manner that promotes proper health, growth,
rich natural green -color, and neat uniform manicured appearance, free of
bare areas, ruts, holes, weeds, pests, dead vegetation, debris, and
unwanted vegetation that present an unsightly appearance. Mow, remove
excess clippings, eradicate weeds, water, fertilize, overseed, and perform
other operations necessary to promote turf growth.
3.2.3 Mowing
Turf shall be mowed at a uniform finished height. Mowing of turf shall be
performed in a manner that prevents scalping, rutting, bruising, uneven and
rough cutting. Prior to mowing, all rubbish, debris, trash, leaves, rocks,
paper, and limbs or branches on a turf area shall be picked up and
disposed. Adjacent paved areas shall be swept/vacuumed clean.
3.2.4 Turf Post -Fertilizer Application
Apply fertilizer in a manner that promotes health, growth, vigor, color and
appearance of cultivated turf areas. The method of application, fertilizer
type and frequencies shall be determined by the laboratory soil analysis
results the requirements of the particular turf species. Organic
fertilizer shall be used. in the event that organic fertilizer is not
producing the desired effect, the Contractor shall contract the Contracting
Officer for approval prior to the use of a synthetic type of fertilizer.
Fertilizer shall be applied by approved methods in accordance with the
manufacturer's recommendations.
3.2.5 Turf Watering
The Contractor shall perform irrigation in a manner that promotes the
health, growth, color and appearance of cultivated vegetation and that
complies with all Federal, State, and local water agencies and authorities
directives. The Contractor shall be responsible to prevent over watering,
water run-off, erosion, and ponding due to excessive quantities or rate of
application. The Contractor shall abide by state, local or other water
SECTION 02935 Page 3

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
conservation regulations or restrictions in force during the establishment
period.
3.2.6 Replanting
Replant in accordance with Section 02921 SEEDING and Section 02922 SODDING
and within specified planting dates areas which do not have a satisfactory
stand of turf.
3.2.7 Final Inspection and Acceptance
Final inspection will be make upon written request from the Contractor at
least 10 days prior to the last day of the turf establishment period.
Final acceptance will be based upon a satisfactory stand of turf.
3.3 EXTERIOR PLANT ESTABLISHMENT PERIOD
The exterior plant establishment period will commence on the date that
inspection by the Contracting Officer shows that the newplants furnished
under this contract have been satisfactorily installed and shall continue
for a period of 365 days.
3.3.1 Frequency of Maintenance
Begin maintenance immediately after plants have been installed. Inspect
exterior plants at least once a week during the installation and
establishment period and perform needed maintenance promptly.
3.3.2 Promotion of Plant Growth and Vigor
Water, prune, fertilize, mulch, adjust stakes, guys and turnbuckles,
.eradicate weeds and perform other operations necessary to promote plant
growth, and vigor.
3.3.3 Planter Bed Maintenance
Planter beds shall be weeded, fertilized, irrigated, kept pest free, turf
free, pruned, and mulch levels maintained. Planter beds will not be
allowed to encroach into turf areas. A definite break shall be maintained
between turf areas and planter beds.
3.3.3.1 Shrub Selective Maintenance
In addition to the above requirements, shrubs shall be selectively pruned,
and shaped for health and safety when the following conditions exist:
Remove growth in front of windows, over entrance ways or walks, and any
growth which will obstruct vision at street intersections; Remove dead,
damaged or'diseased branches or limbs; where shrub growth obstructs
pedestrian walkways; where shrub growth is found growing against or over
structures. All pruning debris shall be disposed of in a proper manner.
3.3.3.2 Tree Maintenance
Tree maintenance shall include adjustment of stakes, ties, guy supports and
turnbuckles, watering, fertilizing, pest control, mulching, pruning for
health and safety and fall leaf cleanup. Stakes, ties, guy supports and
turnbuckles shall be inspected and adjusted to avoid girdling and promote
natural development. All trees within the project boundaries, regardless
of caliper, shall be selectively pruned for safety and health reasons.
SECTION 02935 Page 4

EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
05055011
These include but are not limited to removal of dead and broken branches
and correction of structural defects. Prune trees according to their
natural growth characteristics leaving trees well shaped and balanced.
Pruning of all trees including palm trees shall be accomplished by or in
the presence of a certified member of the International Society of
Arboriculture and in accordance with ANSI Z133.1. All pruning debris
generated shall be disposed of in a proper manner.
3.3.4 Slope Erosion Control Maintenance
The Contractor shall provide slope erosion control maintenance to prevent
undermining of all slopes in newly landscaped and natural growth areas.
Maintenance tasks include immediate repairs to weak spots in sloped areas,
and maintaining clean, clear culverts, and graded berms, to intercept and
direct water flow to prevent development of large gullies and slope erosion
and during periods of extended rainfall, irrigation systems shall be
secured. Eroded areas shall be filled with amended topsoil and replanted
with the same plant species. Erosion control netting or blankets damaged
due to slope erosion shall be reinstalled.
3.3.5 Removal of Dying or Dead Plants
Remove dead and dying plants and provide new plants immediately upon
commencement of the specified planting season, and replace stakes, guys,
mulch and eroded earth mound water basins. No additional plant
establishment period will be required for replacement plants beyond the
original warranty period. A tree shall be considered dying or dead when
the main leader has died back, or a minimum of 20 percent of the crown has
died. A shrub or ground cover shall be considered dying or dead when a
minimum of 20 percent of the plant has died. This condition shall be
determined by scraping on a branch an area 2 mm square, maximum, to
determine the cause for dying plant material and shall provide
recommendations for replacement. The Contractor shall determine the cause
for dying plant material and provide recommendations for replacement.
3.3.6 Tracking of Unhealthy Plants
Note plants not in healthy growing condition, as determined by the
Contracting Officer, and as soon as seasonal conditions permit, remove and
replace with plants of the same species and sizes as originally specified.
Install replacement plantings in accordance with Section 02930 EXTERIOR
PLANTS.
3.3.7 Final Inspection
Final inspection will be made upon written request from the Contractor at
least 10 days prior to the last day of the establishment period. Final
inspection will be based on the following:
3.3.7.1 Total Plants on Site
Plants have been accepted and required number of replacements have been
installed.
3.3.7.2 Mulching and Weeding
Planter beds and earth mound water basins are properly mulched and free of
weeds.
SECTION 02935 Page 5

,
EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
3.3.7.3 Tree Supports
Stakes guys and turnbuckles are in good condition.
3.3.7.4 Remedial work
Remedial measures directed by the Contracting Officer to ensure plant
material survival and promote healthy growth have been completed.
3.4 PESTICIDE APPLICATION
Use pesticides when required to eliminate plant diseases and harmful
insects or insect eggs from plant materials. The Contractor shall furnish
all labor, supervision, tools, materials, equipment, and transportation
necessary to provide Pest Control Services as required.
3.4.1 State Licensing
The Contractor shall be licensed by the State to provide pest control in
the categories in which work will be performed.
3.4.2 Certified and Licensed Applicators
All pesticide applications shall be performed by individuals who are state
licensed or certified in the appropriate categories for the type of pest
control to be performed. The applicator must be capable of reading,
understanding and executing all of the requirements and recommendations
outlined on the manufacturer's label. All pesticides must be used in
accordance with the Federal, state, local, and installation laws,
publications, and any requirements identified in attachments. All
pesticides shall be procured, processed, handled, and applied in strict
accordance with the manufacturer's label. All pesticides shall be
registered with the U.S. Environmental Protection Agency and State in which
they will be used.
3.4.3 Pesticide Use Inspections
Pesticide applications will be inspected by a Government designated Pest
Management Coordinator or trained Pest Management Quality Assurance
Evaluator. The Contractor shall notify the Contracting Officer
immediately, by telephone, of any inspection visits by any Federal or State
enforcement officials.
3.4.4 Pesticide Approval
The Contractor shall submit to the Contracting Officer a list of pesticides
"proposed for use" prior to initiation of work on the correct submission
form. The Contracting Officer must approve the pesticides proposed before
they can be used. Copies of the pesticide complete label and Material
Safety Data Sheet (MSDS) for each pesticide proposed for use must be
included. Copies of the State business license as an applicator of
pesticides and the pesticide applicator's certification information must
also be attached. If the Contractor wishes to use a pesticide not
currently on the "list" (previously submitted), the new pesticide must be
submitted to the Contracting Officer for approval on the correct submission
form. Once pesticides are approved by the Contracting Officer, they can be
used throughout the course of the contract provided that registration is
not revoked by the EPA or the State. The government reserves the right to
remove any pesticide from use at anytime.
SECTION 02935 Page 6

+ a •
EOD OPERATIONS FACILITY
Camp Lejeune MCB, NC
3.4.5 Application and Reporting Procedure
05055011
Notify the Contracting Officer 24 hours before application. Apply
pesticides in accordance with EPA label restrictions and recommendations
and federal and state laws. Make daily reports to the Contracting Officer
stating areas treated with each chemical, the quantity applied, and spray
mixture or formulation used. The Contractor shall maintain a label book of
pesticides used, including all appropriate Material Safety Data Sheets
(MSDS), and have it readily available at all times for inspection.
Pesticides shall always be stored in original containers having
EPA --registered labels attached or in service containers that conform to all
federal, state, or local regulations regarding containers for pesticide
storage.
3.4.6 Application Safety Precautions
Apply in well ventilated areas. Avoid inhalation, injection, or spilling on
clothing or skin. Wear personal protective equipment (PPE) that meets or
exceeds the requirements indicated by the manufacturer's pesticide label.
Do not expose personnel to pesticides exceeding the exposure levels
recommended in the most stringent of the following: OSHA, 29 CFR
1910-SUBPART Z, or the manufacturer's material safety data sheet. If
excessive exposures are unavoidable, use respirators approved by the
National Institute for Occupational Safety and Health for protection from
pesticides. Conform to the selection and usage guidance in ANSI Z88.2.
Ensure that application sites are clearly posted with re-entry intervals as
required by the manufacturer's pesticide label.
3.4.7 Hydraulic Equipment
For liquid application of chemicals, hydraulic equipment shall have
leakproof tanks and a positive agitation method. Calibrate and meter
equipment so that application of chemicals in specified amounts can be
determined. Provide equipment with gauges and valves capable of
maintaining constant application pressures. Use application equipment
appropriate for the nature and size of work, that is clean, calibrated, and
in proper operational condition. Never leave equipment unattended during
filling, and during application usage.
3.4.8 Personnel Injury and Property Damage Prevention
Apply in a manner to prevent injury to personnel, and damage to property,
from either direct spray, or drifting of chemicals both on and off
Government property.
3.4.9 Pesticide Disposal
The Contractor shall dispose of all excess pesticides, pesticide rinse
water, empty pesticide containers, and any pesticide contaminated article
in accordance with the label, applicable State and Federal regulations and
with Section 01575N TEMPORARY ENVIRONMENTAL CONTROLS. Pesticides,
pesticide containers, pesticide residue, pesticide rinse water, or any
pesticide contaminated articles shall not be disposed of on the
installation or on any Federally owned property. However, rinse water may
be used as diluent for the mixing the same pesticide.
SECTION 02935 Page 7

EOD OPERATIONS FACILITY 05055011
Camp Lejeune MCB, NC
3.4.10 Pesticide Spills, Clean Up and Decontamination
The Contractor shall be responsible for proper reporting, containment,
clean up and decontamination of pesticide spills, as required by EPA and
State Laws and Regulations. All spills shall be immediately reported to
the Contracting Officer.
3.5 FIELD QUALITY CONTROL
3.5.1 Maintenance Inspection Report
Provide maintenance inspection report to assure that landscape maintenance
is being performed in accordance with the specifications and in the best
interest of plant growth and survivability. Site observations shall be
documented at the start of the establishment period, then quarterly
following the start, and at the end of establishment period. Results of
site observation visits shall be submitted to the Contracting Officer
within 7 calendar days of each site observation visit.
3.5.2 Plant Quantities
The Contractor shall provide Contracting Officer with the number of plant
quantities. In addition, provide total exterior area of hardscape and
landscaping such as turf and total number of shrubs.
3.5.3 Tree Staking and Guying Removal
The Contractor shall provide a certified letter that all stakes and guys
are removed from all project trees at the end of the establishment period.
-- End of Section --
SECTION 02935 Page 8

eA�' M 60
consUli'�'-'
INFILTRATION SITE VISIT REQUEST
Name of the Project : [SW Project SW8 050830 SOD Operations Facili
Location (attach a clear vicinity map): MCB Camp Leieune, McHugh Blvd_
Street address, SR number, community, etc.
S�Aj �FG50530
Directions from the nearest major intersection: From main gate -Holcomb Blvd, turn left onto
Sneads Ferry Road, turn right onto McHugh Blvd, site is 1,000 ft up on the ems_
Owner/Applicant Name:_ Commanding General, MCB Camp_Leieune
Consultant Name: NAVFAC-LANT, David C. Jackson
Consultant Contact Information: Ph [phone], fax [phone], T�
e-mail [e-mail]
Phone, fax, email, etc.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basinitrench= 27.0 27.9
SHWT elev.= 22.71 22.71
SHWT plus 2' (max. bottom elev.)= 24.71 24.71
Date/Time of Soils Investigation
Summary/Comments:
'/ /? A0 6-
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

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Naval Facilities Engineering Command
[phone]
SW8 050830 .
N62470-05-R-5011
OPC4B3
March 1, 2006
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Stormwater Project No. SW8 050830
P-945 EOD Operations Facility (McHugh Boulevard)
Construction Contract N62470-05-R-5011
Onslow County
Ms. Lewis,
Please find enclosed two sets of revised calculations and landscape drawings for the above,
based on your Request for Additional Information dated February 15, 2006. The following is
our response to your comments.
Tables of elevations, areas, incremental and accumulated volumes for each basin
have been added to the calculations, demonstrating that the minimum volume has
been provided in each basin. Additionally, calculations showing the surface areas
of the basins exceed the minimum of 5%-7% of the contributing drainage area are
included.
2. The Landscape plans have been revised to show the required planting, spacings and
ratios of trees to shrubs. Calculations are indicated on Sheet L-101R.
RECEIVT�1D
MAR 0 3 2006
w � -

Page 2
SW8 050830
Upon your review of the enclosed revised documents, please let me know if you need any
additional information. Your prompt attention to this submittal would be greatly appreciated.
I can be reached at (757) 3224292, or e-mail [e-mail].
Sincerely,
David C. Jackson, PE
Civil Engineer
Marine Corps North Carolina IPT
Enc..
Revised Calculations
Revised Landscape Plans
Blind copy to:
4PC 13A (B. Abbott)

Re: SW8 050830 P-945 EOD Operations Facility, Camp Lejeune, NC
Subject: Re: SW8 050830 F-945 EOD Operations Facility, Camp Lejeune, NC
From: Linda Lewis < [e-mail]>
Date: Mon, 27 Feb 2006 15:13:48 -0500
To: "Jackson, David C CIV NAVFAC Lant" <[e-mail]>
David:
Just after you indicate that the 7% required area for 2-1 is 3,326 sf, (on page 2)
you appear to list the surface areas for 2-2 instead of B-1. (2729>2516>1797). If
you correct that and send me the planting calculations and 2 copies of'the revised
planting plan, we'll be in business.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Ok Linda... Please see the attached. I have added talcs to show that
the basins provided meet the 5%-7% requirement. Does it look ok to you?
Thanks for your patience!
David
-----Original Message -----
From: Linda Lewis (mailto:[e-mail]] Sent: Monday, February 27,
2006 12:47
To: Jackson, David C CIV NAVFAC Lant
Subject: Re: SW8 050830 P-945 EOD Operations Facility, Camp Lejeune, NC
David:
Chapter 4 of the April 1999 BMP Manual provides for the required minimum
size of the surface area for a bio-retention basin. It is not a function
of the volume, but rather, 5% or 7% of the sum of the separate drainage
areas (A) times their respective Rational Coefficient (C). Your
calculations do not provide for this.
If you need a copy of the 1999 BMP Manual, please click on'this link:
http://h2o.enr.state.nc.us/su/Manuals Factsheets.htm
The rest of the calculations are exactly what needs to be provided.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Linda,
I have attached revised talcs for the bioretention basins. I added a table
showing incremental elevations, areas and volumes that show adequate
capacity. Please note the side slopes in the storage basin (above ground)
are 3 horizontal :l vertical.
Let me know if this is what you're looking for. I'm working with our
landscape architect on plant count.
Thanks for your help,
David C. Jackson, PE
Civil Engineer
Naval Facilities Engineering Command Mid -Atlantic Marine Corps North Carolina
oi'2 2/27/2006 3:14 PM

Re: SW8 050830 P-945 EOD Operations Facility, Camp Lejeune, NC
IPT PH [phone], DSN 262-4292 [e-mail]
<<SWM CALCS-rev3.pdf>>
2 of 2 2/27/2006 3: l4 PM

C
IL 56001�110 5_ L/ 50
STORNIWAr1TER MANAGEMENT CALCULATIONS (REVISED)
P-945 LOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA SIZING
DESIGN BASED ON MARYLAND STORM WATER MANUAL, (2000) APPENDIX C.2
NCDENR STORMWATER BMP MANUAL
NCDENR STORWATER BEST MANAGEMENT PRACTICES
BIORETENTION AREA NO. B-I
Impervious Area -New EOD Facility
Building
6,356 sf
0.146 Acres
Access Drive
12,223 sf
0.281 Acres
Sidewalks
3,422 sf
0.079 Acres
Parking
23,199 sf
0.533 Acres
Other (Chiller Pad)
126 sf
0.003 Acres
Total
45,325 sf
1.041 Acres
DEVELOPMENT AREA
"C"
TYPE ACRES
FACTOR C x Area
IMPERVIOUS (Ai) 1.041
0.9 40,793
PERVIOUS' 0.514
0.3 6,716
TOTAL (A) 1.554 47,509
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I)
I = Ai/A = 1.041 / 1.554
66,94%
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x
Rv = 0.05 { (0.009 x 66.94%) =
0.6524 INIIN
DESIGN RAINFALL (P) = I INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) I 1 12
WQv = [ (1) (0.6524) (1.554) 1 / 12 =
0.0845 AC -FT
WQv = 43,560 SF/AC-FT x 0.0845 =
3,682 CF
1

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS 1;ACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
SURFACE AREA OF BIORETL'NTION BASIN REQUIRED (TO HOLD ENTIRE 1" FIRST FLUSH)
PONDED DEPTH (D) = 12 INCHES
A = WQv / D = 3,682 SF
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQv)/(p)
Vr=(3,682)/ (0.4) = 9,204 CF
FILTER BED DEPTH = (df) = 2.5 FEET
POROSITY OF FILTER MEDIA (p) = 0.4
CHECK 1310RETENTION AREA SIZE
PER CHAPTER 4 NC STORMWATER BEST MANAGEMENT PRACTICES APRIL 1999
1. With Sand Bed
5%x sum of C x Area
= 0.05 x
47,509
—
2,375
sf
2. Without Sand Bed
7% x sum
of C x Area
= 0.07 x
47,509
=
3,326
sf
Therefore size ok
,
3-jp� �33z��375
FINAL BASIN SIZE
Elev
Elev
Area
Area
Inc. Vol
Accum
-- (m)
(ft)
(m)
(sf)
(cf)
Vol (CO
8.85
29.04
344
3,700
0
0
8.90
29.20
359
3,867
621
621
8.95
29.36
375
4,037
648
1,269
9.00
29.53
391
4,207
676
1,945
9.05
29.69
407
4,380
704
2,649
9.10
29.86
423
4,553
733
3,382
9.15
30.02
439
4,729
761
4,143
DESCRIPTION
REQ'D
PROVIDED
FILTER BED VOL UM
9,204
CF
9,250
CF
SURFACE AREA
3,682
SF
3,700
SF
PONDED VOLUME
3,682
CF
4,143
CF
is

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 ROD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA NO. B-2
Impervious Area -New EOD Facility
Building
Concrete Pavement
Sidewalks
Total
9,080 sf 0.208 Acres
24,070 sf 0.553 Acres
301 sf 0.007 Acres
33,451 sf - 0.768 Acres
DEVELOPMENT AREA
"C"
TYPE ACRES
FACTOR C x Area
IMPERVIOUS (Ai) 0.768
0.9 30,106
PERVIOUS 0.446
0.3 5,830
TOTAL (A) 1.214 35,936
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I)
I = Ai/A = 0.7681 1.214
63.25%
VOLUMETRIC RUNOFF COEFFICIENT (RJ)
Rv=0.05+0.009 x I
Rv = 0.05 -+- (0.009 x 63.25%) =
0.6193 IN/IN
DESIGN RAINFALL (P) = I INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) / 12
WQv = [ (1) (0,6193) (1.214) ] / 12 =
0.0627 AC -FT
WQv = 43,560 SF/AC-FT x 0.0627 =
2,729 CF
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE
1" vIRST FLUSH)
PONDED DEPTH (D) = 12
INCHES
A = WQv 1 D =
2,729 SF
3

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQV)I(p)
Vr = (2,729) / (0.4) = 6,823 CF
FILTER BED DEPTH = (df) = 2.5 FEET
POROSITY OF FILTER MEDIA (p) = 0.4
CIIECK RIORETENTION AREA SIZE
PER CHAPTER 4 NC STORMWATER BEST MANAGEMENT PRACTICES APRIL 1999
1. With Sand Bed 5%x sum of x Area
=0.05x 35,936 = 1,797 sf
2. Without Sand Bed 7% x sum of C x Area
= 0.07 x 35,936 = 2,516 sf
Therefore size ok (2,729sf> 2,516 sf> 1,797 sf)
FINAL BASIN SIZE
Elev
Elev
Area .
Area
Inc. Vol
Accum
(m)
(ft)
(m)
(sf)
(CO
Vol (CO
8.95
29.36
254
2,735
0
0
9.00
29.53
264
2,838
457
457
9.05
29.69
273
2,943
474
931
9.10
29.86
283
3,049
491
1,423
9.15
30.02
293
3,156
509
1,932
9.20
30.18
303
3,265
527
2,458
9.25
30.35
314
3,375
545
3,003
DESCRIPTION
REQ'D
PROVIDED
FILTER BED VOL UME
6,823
CF
6,839
CF
SURFACE AREA
2,729
SF
2,735
SF
PONDED VOLUME
2,729
CF
3,003
CF
4

Re: SW8 050830 P-945 EOD Operations Facility, Camp Lejeune, NC
Subject: Re: SW8 050830 P-945 EOD Operations Facility, Camp Lejeune, NC
From: Linda Lewis <[e-mail]>
Date: Mon, 27 Feb 2006 12:47:17 -0500
To: "Jackson, David C CIV NAVFAC Lant" <[e-mail]>
David:
Chapter 4 of the April 1999 BMP Manual provides for the required minimum size of
the surface area for a bio-retention basin. It is not a function of the volume, but
rather, 5% or 7% of the sum of the separate drainage areas (A) times their
respective Rational Coefficient (C). Your calculations do not provide for this.
If you need a copy of the 1999 BMP Manual, please click on this link:
http://h2o.enr.state.nc.us/su/Manuals Factsheets.htm
The rest of the calculations are exactly what needs to be provided.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Linda,
I have attached revised calcs for the bioretention basins. I added a table
showing incremental elevations, areas and volumes that show adequate capacity.
Please note the side slopes in the storage basin (above ground) are 3 horizontal
:l vertical.
Let me know if this is what you're looking for. I'm working with our landscape
architect on plant count.
Thanks for your help,
David C. Jackson, PE
Civil Engineer
Naval Facilities Engineering Command Mid -Atlantic
Marine Corps North Carolina IPT
PH [phone], DSN 262-4292
[e-mail]
<<SWM CALCS-rev3.pdf»
I
l oft 2/27/2006 12:47 PM

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA SIZING
DESIGN BASED ON MARYLAND STORMWATER MANUAL (2000) APPENDIX C.2
NCDENR STORMWATER BMP MANUAL
NCDENR STORWATER BEST MANAGEMENT PRACTICES
BIORETENTION AREA NO. B-1
Impervious Area -New EOD Facility
Building
6,356 sf
0.146 Acres
Access Drive
12,223 sf
0.281 Acres
Sidewalks
3,422 sf
0.079 Acres
Parking
23,199 sf
0.533 Acres
Other (Chiller Pad)
126 sf_
0.003 Acres
Total
45,325 sf
1.041 Acres
DEVELOPMENT AREA
TYPE ACRES
IMPERVIOUS (Ai) 1.041
PERVIOUS' 0.514
TOTAL (A) 1.554
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (1 )
I
1 = Ai/A = 1.041 1 1.554 66.94%
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x
Rv = 0.05 + (0.009 x 66.94%) = 0.6524 INAN
1

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
DESIGN RAINFALL (P) = I INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) ] 112
WQv = [ (1) (0.6524) (1.554) ] 1 12 = 0.0845 AC -FT
WQv = 43,560 SF/AC-FT x 0.0845 = 3,682 CF
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE I" FIRST FLUSH)
PONDED DEPTH (D) = 12 INCHES
A = WQv / D = 3,682 SF
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQv)/(p)
Vr =(3,682)/ (0.4) = 9,204 CF
FILTER BED DEPTH = (dO = 2.5 FEET
POROSITY OF FILTER MEDIA (p) = 0.4
FINAL BASIN SIZE
Elev
Elev
Area
Area
Inc. Vol
Accum
(m)
_ (ft)
(m)
(s
(cf)
Vol (cf)
8.85
29.04
344
3,700
0
0
8.90
29.20
359
3,867
621
621
8.95
29.36
375
4,037
648
1,269
9.00
29.53
391
4,207
676
1,945
9.05
29.69
407
4,380
704
2,649
9.10
29.86
423
4,553
733
3,382
9.15
30.02
439
4,729
761
4,143
DESCRIPTION
REQ'D
PROVIDED
FILTER BED VOL UME
•9,204
CF
9,250
CF
SURFACE AREA
3,682
SF
3,700
SI'
PONDED VOLUME
3,682
CF
4,143
CF
2

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA NO.
Impervious Area -New COD Facility
Building
Concrete Pavement
Sidewalks
Total
DEVELOPMENT AREA
TYPE ACRES
IMPERVIOUS (Ai) 0.768
PERVIOUS 0.446
TOTAL (A)
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I)
1.214
I = Ai/A = 0.768 / 1,214
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x 1
9,080 sf
0.208 Acres
24,070 sf
0.553 Acres
301 sf
0.007 Acres
33,451 sf
0.768 Acres
63.25%
Rv = 0.05 + (0.009 x 63.25%)
0.6193 WIN
DESIGN RAINFALL (P) — I INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) ] / 12
WQv = [ (1) (0.6193) (1.214) ] ! 12 =
0.0627 AC -FT
WQv = 43,560 SF/AC-FT x 0.0627 =
2,729 CF
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE
I" FIRST FLUSH)
PONDED DEPTH (D) = 12
INCHES
A = WQv / D =
2,729 SF
3

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= ( WQv)/(p)
Vr = (2,729)1(0.4) = 6,823 cf
FILTER BED DEPTH = (do = 2.5 FEET
POROSITY OF FILTER MEDIA (p) = 0.4
FINAL BASIN SIZE
Elev
Elev
Area
Area
Inc. Vol
Accum
(m)
(ft) _
_ (m)
(sf
_ (cf)
Vol (cf)
8.95
29.36
254
2,735
0
0
9.00
29.53
264
2,838
457
457
9.05
29.69
273
2,943
474
931
9.10
29.86
283
3,049
491
1,423
9.15
30.02
293
3,156
509
1,932
9.20
30.18
303
3,265
527
2,458
9.25
30.35
314
3,375
545
3,003
DESCRIPTION
REQ'D
PROVIDED
FILTER BED VOL UME
6,823
CF
6,839
CF
SURFACE AREA
2,729
SF
2,735
SF
PONDED VOLUME
2,729
CF
3,003
CF
4

�OF WATE9Q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
rf CO
North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: February 15, 2006 No. of Pages: A
To: David Jackson, P.E. From: Linda Lewis
Company: NAVFAC Atlantic Water Quality Section - Stormwater
FAX,#: 757-322-8280 FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050830
Project Name: P-945 EOD Operations Facility
CC# N62470-05-13-5011
MESSAGE:
David:
The Division received the previously requested information regarding the pending stormwater
management permit application for this project on December 27, 2005. 1 have two concerns
that need to be addressed:
Using the same surface area at the top and at the bottom of the bio-retention basin
yields a slightly deficient volume. The goal is to demonstrate that the volume
provided in the system meets or exceeds the minimum required. Please provide a
table of elevations, areas, incremental volumes and accumulated volumes for each
basin to demonstrate that the minimum volume has been provided in each basin.
2. 1 am unable to locate where you have calculated either the minimum number of
plantings for each basin, or the ratio of trees to shrubs. Based on adding up the
number of plantings shown on the landscaping plan provided, neither basin has
enough plantings and the tree to shrub ratio is still very lopsided.
ENBlarl: S:IWQSISTORMWATERIADDINF0120061050830.febO6
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servioel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet; h2o.enr.state.nc.us NorthCdrolina
An Equal OpportunitylAffirmative Action Employer -- 50% Recycledl10% Post Consumer Paper NatumllY

P. 1
COMMUNICATION RESULT REPORT ( FEB.15.2o% 5:11PM )
'41 TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PRGE
----------------------------------------------------------------------------------------------------
eGG MEMORY TX 917573228280 OK P. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
0�*AT�
02. Q .
> I ow. -a�
D �
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Alan W, Klimek, P.E. Director
Divlslon of Water Quality
Date: February 15, 2006 No. of Pages: 1
To: David Jackson, P.E. From: Linda Lewis
Company: NAVFAC Atlantic Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: 8W8 050830
Project Name: P-945 EOD Operations Facility
CC# N62470-05-B-5011
MESSAGE:
David:
The Division received the previously requested information regarding the pending stormwater
management permit application for this project on December 27, 2005. 1 have two concerns
that need to be addressed:

P-945 COD Operations Facility
MCB Camp Lejeune, Jacksonville, NC
Contract Number N62470-05-B-5011
Stormwater Management
Narrative (REVISED)
Submitted for:
Commanding General MCB
Attn: Resident Officer in Charge of Construction
1005 Michael Road
Camp Lejeune, NC 28547-2521
Project Description
RECEIVED
DEC 2 7 2001 S
DWQ
PRoj # SW B U 50 8 30
This project consists of the construction of a new Operations Facility for the
Explosive Ordnance Disposal Team at Marine Corps Base Camp Lejeune. The new
Operations Facility will be a one-story brick on slab structure.
Upon completion of and occupancy of the new EOD Operations Facility, the
existing EOD Operation Building will be demolished.
New COD Site Description
The site for the new EOD Facility is located on the north side of McHugh
Boulevard approximately 1,000 feet west of the intersection with Sneads Ferry
Road in the French Creek area of Camp Lejeune. Building FC51, an Electronics
and Communications Maintenance facility is located immediately to the east of the
EOD site, facing Sneads Ferry Road. The French Creek borrow pit is located south
of the EOD site, on the south side of McHugh Boulevard.
Existing Site Drainage
The project site is currently wooded primarily with pine trees and some oak trees,
ranging in size from 6-inches to 24-inches, and undergrowth of small pine trees.
There is no existing storm drainage system and the land slopes gently to a low area
northwest of the project site.
Drainage for the area is primarily through infiltration, as the soil is very sandy and
pervious and no defined drainage ways or outfalls are present in the area. The soil
at the site is Baymeade fine sand (BaB) according to USDA Soil Survey of Onslow
County. This a well -drained sandy soil characterized by rapid infiltration and slow
runoff. The hydrologic soil group is group "A". Soil boring performed at the site
indicated the soil has a Unified Soil Classification System (USCS) classification of
SP, which is a poorly graded sand and gravelly sand with little or no fines.

Groundwater will likely be encountered in excavations extending two meters or
more below the surface. Due to the high sand content of the subsoil, the
infiltration/permeability capability of these soils is high.
Post Development Drainage
Runoff from the new development will be controlled through overland flow over
lawn areas, grass lined swales and bioretention areas to treat the first 1-inch of
runoff from the developed areas. The runoff will be directed to new vegetated
swales and allowed to flow into the adjacent woods, similar to existing conditions.
Piping is only provided where necessary for road and sidewalk crossings.
Existing EOD Facility Site
The existing EOD Facility, Building 1308 is located on the southwest side of Cedar
Road, between East Road and Hammond Road. Southwest of building 1308 are
buildings 1311 and 1312, which are both part of the EOD facility compound. The
compound is fenced with bituminous concrete paving in between the three
buildings. A bituminous concrete parking area is located in front of building 1308
along Cedar road. Upon completion of construction of the new EOD facility,
building 1308 will be demolished. Building 1311 and 1312 will remain.
After building 1308 is demolished, a new bituminous concrete 33-vehicle parking
lot will be constructed. The project site is flat, covered by approximately 80%
impervious area and 20% grassed area with grass lined drainage ditches
surrounding the site along the roadways. The parking lot is configured to occupy
the footprint of the demolished building, with access to Cedar road. Total
impervious area will be reduced with the layout provided thus no additional
stormwater controls will be required. The fence will be extended from the north
side of the parking lot to the south side, to secure the paved areas adjacent to
buildings 1311 and 1312.
Prepared by:
David C. Jackson, NCPE No. 023692
North Caro Iina/Caribbean 1PT
Naval Facilities Engineering Command - Atlantic
6506 Hampton Blvd
Norfolk, VA 23508-1278
PH [phone], DSN 262-4292
david.c.jackson l @navy.miI

0
STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
TOTAL SITE DRAINAGE AREA 169,013 sf 3.880 Acres
TOTAL IMPERVIOUS AREA
Impervious Area -New EOD Facility
Building
15,438 sf
0.354 Acres
Concrete Pavement
24,066 sf
0.552 Acres
Access Drive
10,180 sf
0.234 Acres
Sidewalks
4,057 sf
0.093 Acres
Parking
24,917 sf
0.572 Acres
Other (Chiller Pad)
126 sf
0.003 Acres
Total
1.809 Acres
Total Impervious Area 1.809 Acres
PERCENT IMPERVIOUS AREA = 1.809 Acres = 46.61%
Disturbed Area =3.88 Acres
Built -Upon Area=1.8 Acres
3.880 Acres

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA SIZING
DESIGN BASED ON MARYLAND STORMWATER MANUAL (2000) APPENDIX C.2
NCDENR STORMWATER BMP MANUAL
NCDENR STORWATER BEST MANAGEMENT PRACTICES
BIORETENTION AREA NO, B-1
Impervious Area -New EOD Facility
Building
6,356 sf
0.146 Acres
Access Drive
12,223 sf
0.281 Acres
Sidewalks
3,422 sf
0.079 Acres
Parking
23,199 sf
0.533 Acres
Other (Chiller Pad)
126 sf
0.003 Acres
Total
45,325 sf
1.041 Acres
DEVELOPMENT AREA
TYPE ACRES
IMPERVIOUS (Ai) 1.041
PERVIOUS 0.514
TOTAL (A)
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I)
1.554
1 = Ai/A = 1.041 / 1.554
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x I
Rv = 0.05 + (0.009 x 66.94%) =
66.94%
0.6524 IN/IN
r
I

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
DESIGN RAINFALL (P) = 1 INCH
WATER QUALITY VOLUME (WQv)
WQv= [ (P) (Rv) (A) ] 112
WQv = [ (1) (0.6524) (1.554) ] 1 12 = 0.0845 AC -FT
WQv = 43,560 SF/AC-FT x 0.0845 = 3,682 CF
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE V FIRST FLUSH)
PONDER DEPTH (D) = 12 INCHES
A = WQv / D = 3,682 SF
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQv)I(p)
Vr =(3,682)1(0.4) = 9,204 CF
FILTER BED DEPTH = (di) = 2.5 FEET
POROSITY OF FILTER MEDIA (p) = 0.4
FINAL BASIN SIZE
DESCRIPTION REQ'D PROVIDED
FILTER BED VOL UME 9,204 CF 9,250 CF
SURFACE AREA 3,682 SF 3,700 SF
PONDED VOLUME 3,682 CF 4,214 CF

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA NO. B-2
Impervious Area -New EOD Facility
Building
Concrete Pavement
Sidewalks
9,080 sf
24,070 sf
301 sf
0.208 Acres
0.553 Acres
0.007 Acres
Total
33,451 sf
0.768 Acres
DEVELOPMENT
AREA
TYPE
ACRES
IMPERVIOUS (Ai)
0.768
PERVIOUS
0.446
TOTAL (A) 1.214
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (1)
I = Ai/A = 0.768 / 1,214
63.25%
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x I
Rv = 0.05 + (0.009 x 63.25%) =
0.6193
IN/IN
DESIGN RAINFALL (P) = 1 INCH
1
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) ] 1 1.2
WQv = [ (1) (0.6193) (1.214) ] / 12 =
0.0627
AC -FT
WQv = 43,560 SF/AC-FT x 0.0627 =
2,729
CF
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE V
FIRST FLUSH)
PONDED DEPTH ( D) = 12 INCHES
A = WQv / D =
2,729
SF
3

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQV)/(p)
Vr = (2,729)1(0.4) =
6,823 cf
FILTER BED DEPTH = (df) =
2.5 FEET
POROSITY OF FILTER MEDIA
( p) =
0.4
FINAL BASIN SIZE
DESCRIPTION
REQ'D
PROVIDED
FILTER BED VOL LIME
6,823 CF
6,839
CF
SURFACE AREA
2,729 SF
2,735
SF
PONDED VOLUME
2,729 CF
3,055
CF
4

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Bioretention Basin Design File Name: S:IWQSIBIORETENTION1050830.WK1
Project Number: SW8 050830 Date 15-Feb-2006
Project Name: P-945 EOD Operations Facility
Receiving Stream: Cogdei's Creek Classification: SC NSW
Drainage Basin: White Oak Index Number: WOK02 19-23
Minimum Surface Area
c=.95 for BUA, c=.25 for grass
Basin # DA
BUA Sum C x A
Minimum
BR Area
Provided
Area
B-1 67692
45325 46384,25
3247
1805
sf
B-2 52882
33451 34963.65
2447
1692
sf
3
0.00
0
sf
4
0.00
0
sf
5
0.00
0
sf
Volume Reauired
Percent
Required
Basin #
BUA
Design Storm Rv Value
Volume
B-1
66.96%
1 0.65
3681
B-2
63.26%
1 0.62
2729
3
#DIV/O!
#DIV/O!
#DIV/01
4
#DIV/O!
#DIV/O!
#DIV/O!
5
#DiV/O!
#DIV/O!
#DIV/O!
Volume Provided
Bottom
Bottom
Top
Top
Volume Prov.
Req. Vol. Met
Basin #
Area
Elevation
Area
Elevation
@Top
@ elev.
B-1
3700
29.035
4743.00
__.
30.020
4158
29.91 ft
B-2
2735
29.364
3651.00
30.348
3142
30.22 ft
3
0
#DIV/O! ft
4
0
#DIV/O! ft
5
0
#D!V/O! ft
Plantinq Guidelines
. Ratio of
Basin #
Min. # Plants
Prov. # Trees Prov. # Shrubs ShrubslTrees
1
85
10 73 7.30
(must be 2-3)
2
63
5 32 6.40
(must be 2-3)
3
0
#DIV/O!
(must be 2-3)
4
0
#DIV/O!
(must be 2-3)
5
0
#DIV/O!
(must be 2-3)
Comments
Plant to tree ratio is off in B-1 and B-2 and not enough plants.

Bioretention Basin Design File Name: S:1WQSIBIORETENTION1050830.WK1
Project Number: SW8 050830 Date 4-May-2006
Project Name: P-945 EOD Operations Facility
Receiving Stream: Cogdel's Creek Classification: SC NSW
Drainage Basin: White Oak Index Number: WOK02 19-23
Minimum Surface Area
c=.95 for BUA, c=.25 for grass
Basin # DA
BUA Sum C x A
Minimum
BR Area
Provided
Area
B-1 67692
45325 46384.25
3247
1805
sf
B-2 52882
33451 34963.65
2447
1692
sf
3
0.00
0
sf
4
0.00
0
sf
5
0.00
0
sf
Volume Reauired
Percent
Required
.Basin #
BUA
Design Storm Rv Value
Volume
B-1
66.96%�
1 0.65
3681
B-2
63.26%
1 0.62
2729
3
#DIVIO!
#DIVIO!
#DIVIO!
4
#DIVIO!
#DIVIO!
#DIV/O!
5
#DIVIO!
#DIVIO!
#DIVIO!
Volume Provided
Bottom
Bottom
Top
Top
Volume Prov.
Req. Vol. Met
Basin #
Area
Elevation
Area
Elevation
@Top
@ elev.
B-1
3700
29.035
4743.00
30.020
4158
_
29.91 ft
B-2
2735
29.364
3651.00
30.348
3142
30.22 ft
3
0
#DIVIO! ft
4
0
#DIV/01 ft
5
0
#DIV/0! ft
Plantina Guidelines
Ratio of
Basin #
Min. # Plants
Prov. # Trees Prov. # Shrubs Shrubs/Trees
1
85
31 62 2.00
(must be 2-3)
2
63
23 44 1.91
(must be 2-3)
3
0
#DIVIO!
(must be 2-3)
4
0
#DIVIO!
(must be 2-3)
5
0
#DIVIO!
(must be 2-3)
Comments
Plant to tree ratio is off in B-1 and B-2 and not enough plants.

f . j N
STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA SIZING
DESIGN BASED ON MARYLAND STORMWATER MANUAL (2000) APPENDIX C.2
NCDENR STORMWATER BMP MANUAL
NCDENR STORWATER BEST MANAGEMENT PRACTICES
BIORETENTION AREA NO, B-I
Impervious Area -New EOD Facility
Building
6,356 sf
0.146 Acres
Access Drive
12,223 sf
0.281 Acres
Sidewalks
3,422 sf
0.079 Acres
Parking
23,199 sf
0.533 Acres
Other (Chiller Pad)
126 sf
0.003 Acres
_
Total
45,325 sf
1.041 Acres
DEVELOPMENT AREA
TYPE ACRES
IMPERVIOUS (Ai) 1.041
PERVIOUS 0.514
TOTAL (A) 1.554
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (1)
"C"
FACTOR C x Area
0.9 40,793
0.3 6,716
I = Ai/A = 1.041 / 1.554
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x I
47,509
Rv = 0.05 + (0.009 x 66.94%) _
DESIGN RAINFALL (P) = I INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) ] 1 12
Im"'ECEIVED WQv =[(1)(0.6524)(1.554)]/ 12=
WQv = 43,560 SF/AC-FT x 0.0845 =
MAR U 3 2006
DWQ
°ROJ # Sw6oso'830 1
66.94%
0.6524 IN/IN
0.0845 AC -FT
3,682 CF

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE 1" FIRST FLUSH)
PONDED DEPTH ( D)= 12 INCHES
A = WQv / D = 3,682 SF
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQv)/(p)
Vr =(3,682)/ (0.4) = 9,204 CF
FILTER BED DEPTH = (do = 2.5 FEET
POROSITY OF FILTER MEDIA (p) = 0.4
CHECK BIORETENTION AREA SIZE
PER CHAPTER 4 NC STORMWATER BEST MANAGEMENT PRACTICES APRIL 1999
1. With Sand Bed 5% x sum of C x Area
= 0.05 x 47,509 = 2,375 sf
2. Without Sand Bed 7% x sum of C x Area
= 0.07 x 47,509 = 3,326 sf
Therefore size ok (3,682sf > 3,326 sf > 2,375 so
FINAL BASIN SIZE
Elev
Elev
Area
Area
Inc. Vol
Accum
(m)
(ft)
(m)
(so
-LC 0- _
Vol (co
8.85
29.04
344
3,700
0
0
8.90
29.20
359
3,867
621
621
8.95
29.36
375
4,037
648
1,269
9.00
29.53
391
4,207
676
1,945
9.05
29,69
407
4,380
704
2,649
9.10
29.86
423
4,553
733
3,382
9.15
30.02
439
4,729
761
4,143
DESCRIPTION
REQ'D
PROVIDED
FILTER BED VOL UME
9,204
CF
9,250
CF
SURFACE AREA
3,682
SF
3,700
SF
PONDED VOLUME
3,682
CF
4,143
CF
2

STORMWATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA NO. B-2
Impervious Area -New EOD Facility
Building
Concrete Pavement
Sidewalks
Total
DEVELOPMENT AREA "C"
TYPE ACRES FACTOR
IMPERVIOUS (Ai) 0.768 0.9
PERVIOUS 0.446 0.3
TOTAL (A) 1.214
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I )
9,080 sf
0.208 Acres
24;070 sf.
0.553 Acres
301 sf
0.007 Acres
33,451 sf
0.768 Acres
C x Area
30,106
5,830
35,936
I = Ai/A = 0.768 / 1.214
63.25%
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x 1
Rv = 0.05 + (0.009 x 63.25%) =
0.6193 IN/IN
DESIGN RAINFALL (P) = 1 INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) ] / 12
WQv = [ (1) (0.6193) (1.214) } / 12 =
0.0627 AC -FT
WQv = 43,560 SF/AC-FT x 0.0627 =
2,729 CF
SURFACE AREA OF BIORETENTION BASIN REQUIRED (TO HOLD ENTIRE V FIRST FLUSH)
PONDED DEPTH (D) = 12
INCHES
A = WQv / D =
2,729 SF
.

STORM WATER MANAGEMENT CALCULATIONS (REVISED)
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE,
NC
VOLUME OF FILTER BED REQUIRED (Vr)
Vr= (WQv)/(p)
Vr = (2,729) / (0.4) =
6,823
CF
FILTER BED DEPTH = (df) =
2.5
FEET
POROSITY OF FILTER MEDIA (p)
0.4
CIIECK BIORETENTION AREA SIZE
PER CHAPTER 4 NC STORMWATER BEST MANAGEMENT PRACTICES APRIL 1999
I. With Sand Bed 5% x sum of C x Area
= 0.05 x 35,936 —
1,797
sf
2. Without Sand Bed 7% x sum of C x Area
= 0.07 x 35,936 =
2,516
sf
Therefore size ok (2,729sf > 2,516 sf > 1,797 sf)
FINAL BASIN SIZE
Elev Elev Area
Area
Inc. Vol
Accu n
_ (m) _(ft) (m)
(sf)
(cfl
Vol (CO
9.95 29.36 254.
2,735
0
0
9.00 29.53 264
2,838
457
457
9.05 29.69 273
2,943
474
931
9.10 29.86 283
3,049
491
1,423
9.15 30.02 293
3,156
509
1,932
9.20 30.18 303
3,265
527
2,458
9.25 30.35 314
3,375
545
3,003
DESCRIPTION REQ'D PROVIDED
FILTER BED VOL UME 6,823 CF 6,839
CF
SURFACE AREA 2,729 SF 2,735
SF
PONDED VOLUME 2,729 CF 3,003
CF
4

P-945 EOD Operations Facility
MCB Camp Lejeune, Jacksonville, NC
Contract Number N62470-05-B-5011
Stormwater Management
Narrative
Submitted for:
Commanding General MCB
Attn: Resident Officer in Charge of Construction
1005 Michael Road
Camp Lejeune, NC 28547-2521
Project Description
This project consists of the construction of a new Operations Facility for the
Explosive Ordnance Disposal Team at Marine Corps Base Camp Lejeune. The new
Operations Facility will be a one-story brick on slab structure.
Upon completion of and occupancy of the new EOD Operations Facility, the
existing COD Operation Building will be demolished.
New EOD Site Description
The site for the new EOD Facility is located on the north side of McHugh
Boulevard approximately 1,000 feet west of the intersection with Sneads Ferry
Road in the French Creek area of Camp Lejeune. Building FC51, an Electronics
and Communications Maintenance facility is located immediately to the east of the
EOD site, facing Sneads Ferry Road. The French Creek borrow pit is located south
of the EOD site, on the south side of McHugh Boulevard.
Existing Site Drainage
The project site is currently wooded primarily with pine trees and some oak trees,
ranging in size from 6-inches to 24-inches, and undergrowth of small pine trees.
There is no existing storm drainage system and the land slopes gently to a low area
northwest of the project site.
Drainage for the area is primarily through infiltration, as the soil is very sandy and
pervious and no defined drainage ways or outfalls are present in the area. The soil
at the site is Baymeade fine sand (Bala) according to USDA Soil Survey of Onslow
County. This a well -drained sandy soil characterized by rapid infiltration and slow
runoff. The hydrologic soil group is group "A". Soil boring performed at the site
indicated the soil has a Unified Soil Classification System (USCS) classification of
SP, which is a poorly graded sand and gravelly sand with little or no fines.

Groundwater will likely be encountered in excavations extending three meters or
more below the surface. Due to the high sand content of the subsoil, the
infiltration/permeability capability of these soils is high.
Post Development Drainage
Runoff from the new development will be controlled through overland flow over
lawn areas, bioretention areas for parking lot runoff, and dry wells for roof runoff.
The runoff will be directed to new vegetated swales and allowed to flow into the
adjacent woods, similar to existing conditions. Piping is only provided where
necessary for road and sidewalk crossings.
Existing EOD Facility Site
The existing COD Facility, Building 1308 is located on the southwest side of Cedar
Road, between East Road and Hammond Road. Southwest of building 1308 are
buildings 1311 and 1312, which are both part of the EOD facility compound. The
compound is fenced with bituminous concrete paving in between the three
buildings. A bituminous concrete parking area is located in front of building 1308
along Cedar road. Upon completion of construction of the new EOD facility,
building 1308 will be demolished. Building 1311 and 1312 will remain.
After building 1308 is demolished, a new bituminous concrete 33-vehicle parking
lot will be constructed. The project site is flat, covered by approximately 80%
impervious area and 20% grassed area with grass lined drainage ditches
surrounding the site along the roadways. The parking lot is configured to occupy
the footprint of the demolished building, with access to Cedar road. Total
i us no a
stQLQEaLcr control - lred: The fence will be extended from the north
side of the parking lot to the south side, to secure the paved areas adjacent to
buildings 1311 and 1312.
Prepared by:
David C. Jackson, NCPE No. 023692
North Carolina/Caribbean IPT
Naval Facilities Engineering Command - Atlantic
6506 Hampton Blvd
Norfolk, VA 23508-1278
PI -I [phone], DSN 262-4292
david.c. jackson 1 @navy.mil

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
TOTAL SITE DRAINAGE AREA 309,910 sf 7.115 Acres
TOTAL IMPERVIOUS AREA
Existing Impervious
Roads (Me Hugh Blvd) 11,040 sf 0.253 Acres
Total 0.253 Acres
Impervious Area -New EOD Facility
Building
15,438 sf
0.354 Acres
Concrete Pavement
24,066 sf
0.552 Acres
Access Drive
10,180 sf
0.2-34 Acres
Sidewalks
4,057 sf
0.093 Acres
Parking
24,917 sf
0.572 Acres
Other (Chiller Pad)
126 sf
0.003 Acres
Total
1.809 Acres
Total Impervious Area 12.062 Acres
PERCENT IMPERVIOUS AREA = 2.062 Acres = 28.98%
7.115 Acres
Disturbed Area =3.88 Acres
Development Footprint=1.8 Acres
/ f^� -i -1.'y �' J'- `� A y '�- :�' �_f •:' .W. ;. 4 �1 i^� .F �Y. .'7•' �i .+Y :. a .w k' 3
• J� rY al .f':'.. '� .. .YS .��%�. _. . � .. .. ..=1`.. .iJ � ���'� - y.'r�- _ ... °'. °It .. � - 'lF ._ _ .. _ _. t a ._..... '

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
SWALE DESIGN
DESIGN SWALES USING RATIONAL METHOD
10 YEAR DESIGN STORM
WILMINGTON, NC RAINFALL INTENSITY DURATION CURVE (FIG 8.03b)
(NC E&SC PLANNING MANUAL)
SWALE NO 1
EAST SIDE OF SITE, DRAINS FENCED STORAGE YARD
NORTH OF NEW BUILDING
IMPERVIOUS AREA = 0.550 ACRES
RUNOFF COEFFICIENT( C ) = 0.85 (NC E&SC FIG 8.03a)
TIME OF CONCENTRATION = 10 MINUTES
RAINFALL INTENSITY (1) = 5.5 IN/I R (NC E&SC FIG 8.03b)
RUNOFF = Q = C I A
Q = 0.85 X 5.5 IN/14R X 0.550 ACRES = 2.57 CFS
SWALE- SOLVE FOR VELOCITY AND DEPTH
SIDE SLOPES = 3 : 1
MANNINGS n = 0.02
SLOPE (S) = 0.0036 FT/FT
RUNOFF (Q) = 2.57 CFS
VELOCITY (V) = 2.03 FPS
DEPTH (d) = 0.65 FT
5

Appeitdices
20
15
10
8
:3 6
0
(n 4
m
U
C
T 2
C
at 1
0.8
f° 0.6
c
1Y 0.4
0.2
0.1
5
10 20 40 60 2 3 4 6 8 12 18 24
Minutes Hours
Figure 8.03b Rainfall intensity duration curves—Wilrnington.
2
1
I
0
V
U)
0
0
c
0
r.
u
a
Duration
man
ME
mI■r�■��■■■■11
No
+wr.�rwwwrrtw�wwrrMESS
Ink
MEN
NINIMM
MEMO
NII�
RS!!i�l
.■■rrw�an■■�rrw�w�w�ww.■■■�+�1rAww,�w.'�-�
���MEN
0111111111
r
1
5 10 20 40 60 2 3 4 6 6 12 18 24
Minutes Hours
Duration
Figure 8.03c Rainfall intensity duration curves —Hatteras.
8.03.5

STOIWWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MC13 CAMP LEJEUNE, JACKSONVILLE, NC
SWALE DESIGN
SWALE NO 2
SOUTH OF BUILDING, COLLECTS RUNOFF FROM BIORETENTION
AREAS
PERVIOUS AREA = 0.429 ACRES + 0.404 ACRES = 0.833 ACRES
IMPERVIOUS AREA = 0.550 ACRES + 0.589 ACRES =-1.14 ACRES
WEIGHTED RUNOFF COEFFICIENT(C) (NC E&SC FIG 8.03a)
COVER AREA C C x A
PERVIOUS 0.833 0.100 0.083
IMPERVIOU' 1.140 0.850 0.969
TOTALS 1.973 1.052
WEIGHTED C = 1.052/1.973 = 0.533
TIME OF CONCENTRATION = 20 MINUTES
RAINFALL INTENSITY (1) = 4.1 IN/HR (NC E&SC FIG 8.03b)
RUNOFF = Q = C I A
Q = 0.533 X 4.1 IN/MR X 1.973 ACRES � 4.3 ChS
SWALE- SOLVE FOR VELOCITY AND DEPTH
SIDE SLOPES = 3 : 1
MANNINGS n = 0.02
SLOPE (S) = 0.0022 FTNT
RUNOFF (Q) = 4.3 CFS
VELOCITY (V) = 193 FPS
DEPTH (d) = 0.80 FT

STORMWATrR MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
CULVERT UNDER ACCESS ROAD
RUNOFF FROM SWALE 2 (Q) = 4.30 CFS
DIAMETER (D) = 18 INCITES (450 nun)
MANNINGS n = 0.013
SLOPE (S) = 0.005 FT/FT
CAPACITY = 7.43 FPS (FULL FLOW)
VELOCITY (V) = 4.2 FPS
DEPTH AND VELOCITY AT DESIGN FLOW (4.3 FPS)
DEPTH (d) = 0.82 I, F
VELOCITY (V) = 4.36 FPS

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
ROOF DRAINAGE DRY WELL CALCULATIONS
TOTAL AREA OF NEW ROOF
15,441
SF
TOTAL NUMBER OF DOWNSPOUTS
17
ROOF AREA PER DOWNSPOUT
908
SF
DESIGN BASED ON MARYLAND STORMWATER MANUAL (2000) APPENDIX
D.13
1 MINIMUM INFILTRATION RATE (0
FIG D13.1 (USDA SOILS TEXTURAL TRIANGLE) & SOIL BORINGS
HYDROLOGIC SOILS GROUP
A
PERCENT PASSING #200 SEIVE
5-15
%
SOIL TYPE
SAND/LOAMY SAND
FROM TABLE D13.1 2.41 < f <
8.27
IN/1-IR
USE AVERAGE VALUE: f(avg)=
5.34
IN/I-IR
2 EFFECTIVE FILLING TIME PER SCS (D.13.4)=
2
HOURS
3 POROSITY OF INFILTRATION TRENCH STONE
STONE TYPE #57 THEREFORE N=
0.4
4 DEPTH OF STONE IN TRENCH
AVG GROUNDWATER DEPTH
6
FEET
STONE DEPTH (dt)=
3
FEET
5 WATER QUALITY VOLUME (Vw)
FIRST FLUSH DEPTH =
1
INCHES
Vv-- 15,441 x 1 /12 —
1,287
CF
Vw 1 DOWNSPOUT= 1286.75 / 17 =
76
CF/DS
1

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
6 SURFACE AREA FOR TRENCHES
At= Vw = 36.22 SFIDS
nd + f(t)
USE A
10
FOOT WIDE TRENCH TO DETERMINE LENGTH
DS/
REQ'D
TRENCH
SIZE
METRIC
TRENCH
At
W(ft)
L(1)
W(m)
L(m)
1
36.22
10
3.62
3.048
1.104
2
72.43
10
7.24
3.048
2.208
3
108.65
10
10.86
3.048
3.312
4
144.86
10_
14.49
3.048
4.415
5
181.08
10
I8.11
3.048
5.519
6
217.30
10
21.73
3.048
6.623
7
253.51
10
25.35
3.048
7.727
10
362.16
10
36.22
3.048
11.039
11
398.37
10
39.84
3.048
12.142
12
434.59
10
43.46
3.048
13.246
13
470.81
10
47.08
3.048
14.350
14
507.02
10
50.70
3.048
15.454
15
543.24
10
54.32
3.048
16.558
16
579.45
10
57.95
3.049
17.662
17
615.67
10
61.57
3.048
18.766
7 DRY WELL DESIGN SUMMARY
DW# NO. OF
Vw
BOTTOM
DIST TO
WELL
WELL
WELL
VOL
DS
RLQ'D
ELEV
SHGW
DEPTH
WIDTH
LENGTH
PROVIDED
(CF)
(FMSL)
(FT)
(FT)
(FT)
(FT)
(CF)
1 8
606
24.71
2
3
l0
29
869
2 9
681
24.71
2
3
10
33
978
2�

Appendix D.13.................. I ............ ... Method for Designing Infiltration Structures
Table D.13.1 Hydrologic Soil Properties Classified by Soil Texturc`
Texture Class
Effective Water
Minimuni
Hydrologic Soil
Capacity (C.v)
Infiltration Rate
Grouping
_
(inch per inch)
(inches per hour)
Sand
0.35
8.27
A
Loamy Sand
0.31
2.41
A
Sandy Loam
0.25
1.02
A
Loam
0.19
0.52
B
' Source: Rawls, Brakensiek and Saxton, 1982
Based on the soil textural classes and the corresponding minimum infiltration rates, a
restriction is established to eliminate unsuitable soil conditions. Soil textures with minimum
infiltration rates less than 0.52 inches per hour are not suitable for usage of infiltration
practices. These include soils that have a 30 percent clay content, making these soils
susceptible to frost heaving and structurally. unstable, in addition to having a poor capacity to
percolate runoff. Soil textures that are recommended for infiltration systems include those
soils with infiltration rates of 0.52 inches per hour or greater, which include loam, sandy loam,
loamy sand, and sand.
D.13.2

Appendix D.13.................................. Method for Designing Infiltration Structures
Figure D.13.1 USDA Soils Textural 'Triangle
�O —
10
20
30
a �o clay
40
V 50
o / silty
o ,sandy .. clays 60
o clay sil
clay loam clay oa 70
sandy— — —
0o clay loam —V v
00 _ 'a \ loam
_. \sandy loam �Nsiltioam 90
�o loamy silt
o sand sand
/ / \ ` 100
o �o ryo �o �o ho °° ^o �,° o°
percent silt
D.13.3

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LE.IEUNE, JACKSONVILLE, NC
I310RETENTION AREA SIZING
DESIGN RASED ON MARYLAND STORMWATER MANUAL (2000) APPENDIX C.2
BIORETENTION AREA NO. B-1
DEVELOPMENT AREA
TYPE ACRES
IMPERVIOUS (Ai) 0.589
PERVIOUS 0.404
TOTAL (A) 0.993
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I)
I = AiIA = 0.589 / 0.993 59.33%
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x I
Rv = 0.05 + (0.009 x 59.33%) = 0.5840
SOIL SPECIFIC RECHARGE FACTOR (S)
FROM MD STORMWATER MANUAL, SECTION 2.2:
FOR HYDROLOGIC SOIL GROUP: A
RECHARGE FACTOR (S) = 0.38
RECHARGE VOLUME (Rev)
Rev = [ (S) (Rv) (A) ] / 12
Rev = [ (0.38) (0.5840) (0.993) ] / 12 = 0.0184 AC -FT
�• 1

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCI3 CAMP LEJEUNE, JACKSONVILLE, NC
RAINFALL DEPTH (P) =
i INCH
WATER QUALITY VOLUME (WQv)
WQv =[(P)(Rv)(A)]112
WQv= [ (1) (0.5840) (0,993) ] / 12 =
0.0483
AC -FT
WQv = 43,560 SF/AC-FT x 0.0483 =
2,106
CF
FILTER BED AREA (Af)
Af=[(WQv)(df)]/[(k)(hf+df)(tf)]
WHERE:
DESIGN DRAIN TIME _ (to = 2
DAYS
FILTER BED DEPTH = (do = 3
FEET
HEIGHT OF WATER = (hf) = 0.5
FEET
COEFF. OF PERMIABILITY = (k) = 0.5
FTIDAY
THEREFORE:
A - [ (2,106) (3) ] / [ (0.5) (0.5 + 3) (2) 1=
1,805
SF
VOLUME REQUIRED (Vr)
Vr=[(hf)(Af)]+[(df)(Af)(p)]
WHERE:
POROSITY OF FILTER MEDIA (p) = 0.4
Vr = [ (0.5) (I,805) ] + [ (3) (1,805) (0.4) ] =
3,069
CF
VOLUME PROVIDED (Vp)
Vp = LENGTH x WIDTH x DEPTH
Vp = 130 FT x 25 FT 3 F"f =
9750
CF
2

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
BIORETENTION AREA NO.' B-2
DEVELOPMENT AREA
TYPE ACRES
IMPERVIOUS (Ai) 0.550
PERVIOUS 0.429
TOTAL (A) 0.979
BIORETENTION AREA SIZE
PERCENT IMPERVIOUS (I )
I = Ai/A = 0.589 / 0.979 56.18%
VOLUMETRIC RUNOFF COEFFICIENT (Rv)
Rv=0.05+0.009 x I
Rv = 0.05 + (0.009 x 56.18%) = 0.5556
SOIL SPECIFIC RECHARGE FACTOR (S)
FROM MD STORMWATER MANUAL, SECTION 2.2:
FOR 14YDROLOGIC SOIL GROUP: A
RECHARGE FACTOR (S) = 0.38
RECHARGE VOLUME (Rev)
Rev = [ (S) (Rv) (A) ] / 12
Rev = [ (0.38) (0.5556) (0.979) ] / 12 = 0.0172 AC -FT
RAINFALL DEPTH (P) = I INCH
WATER QUALITY VOLUME (WQv)
WQv = [ (P) (Rv) (A) ] 1 12
WQv = [ (1) (0.5556) (0.979) ] / 12 = 0.0453 AC -FT
3

STORMWATER MANAGEMENT CALCULATIONS
P-945 EOD OPERATIONS FACILITY
MCB CAMP LEJEUNE, JACKSONVILLE, NC
FILTER BIND AREA (Af)
VOLUME REQUIRED (Vr)
VOLUME PROVIDED (Vp)
WQv = 43,560 SF/AC-FT x 0.0483 = 1,975 CF
Af=[(WQv)(df)]/[(k)(hf+df)(tf)]
WHERE:
DESIGN DRAIN TIME = (to _
2
DAYS
FILTER BED DEPTH = (do =
3
FEET
HEIGHT OF WATER = (hf) =
0.5
FEET
COEFF. OF PERMIABILITY = (k) =
0.5
FT/DAY
THEREFORE:
Af= [ (1,975) (3)]/ [ (0.5) (0.5 + 3) (2) ] = 1,692 SF
Vr=[(hf)(Af)]+[(df)(Af)(p)]
WHERE:
POROSITY OF FILTER MEDIA (p) = 0.4
Vr = [ (0.5) (1,692) ] + [ (3) (1,692) (0.4) j =
Vp = LENGTH x WIDTH x DEPTH
Vp=70F1'x25FT O-r
r
2,877 CF
5250 CF
4: l .

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ATLANTIC DIVISION v Noxrcu h c�
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R, LARRY GRElNr- RLS
CNA.W.a
NORTH CAROLINA
STATE BOARD OF REGISTRATION
FOR
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
March 30. 1993
VVIL{JAm T. STzutR. PE RLS
Mr. James F. Butler, PE
V.CtGI.W.M�.
9066Y M. L014Q RLS
Department of the Navy - ,atlantic Division
"` T-ARV
Naval Facilities Engineering Command
RAY E ANfltRS, RLS
J. ALa[Rr BAss. JR, PL RLS
1510 Gilbert Street
J. RICNAAC CC-nmGsaAx-L PE RLS
Norfolk, Virginia 23511-2699
H[LLN W. M=RRITr, PU14C MiLmwt A
OANA H. RUCXlA . IMF- RLS
FRANx L. Tt,1RNi7L PUguC MtMY[R
Dear NII. Butler:
J[RRY T. CARr9X
CX%C XW4 S4C*aA tr
3620 SIX FORKS ROAC
RALEICH. N.C. 27609
191 91 761 •9499
f9191 761 -9a47
In accordance with your written request of :tilarch 25, 1993, 1 am enclosing
for your information a copy of The North Carolina Engineering and band
Surveying Act, G. S. 39C.
I will refer your attention to G. S. 39C-23 which provides limitations on the
application of the Statute. Paragraph 6 specifically exempts "Practice by
members of the armed forces or employees of the government of the
United States while engaged in the practice of engineering or land
surveying solely for said government on government -awned works and
projects!
This exemption should not be construed as to allow engineering services to
be provided to the Department of the navy by nonregistered contract
employees. For any such circumstance, a North Carolina registrant would
need be in responsible charge of any engineering services to be provided far
a North Carolina project.
I trust this information will be of some service and ask that you contact me
if this office can be of further assistance.
Sincerely,
r
J 7ry . Carter
Executive Secretary
JTC/jsa
Enclosures

GENERA_ L STATUTES OF NORTH CAROLINA
CHAPTER 8SC.
ENGINEERING AND LAND SURVEYING
Editor's Note. -This Chapter is Chapter 89 as rewritten by Session Laws IS75, c. 681, S. 1, and recodified.
Sac. sec.
89C-1. Short tills. 89C.1a. Reissuencs of certificates.
89C•2. Declarations; prohibitions.' 89C-19. Public works: requirements where public safety involved.
89C-3. Definitions. 89C-20. Rules of professional conduct.
89C-4. State Board of Registration; appointments; tarms. 89C-21. Disciplinary action - reaxarninadan, revocation, suspension,
89C-5. Board members: qualifications. reprimand, or flne.
89C-8. Compeneatlan and expenses at Board mamben. 89C-22. Disciplinary salon - charges, procedure.
89C-7. Vacancies; removal of member. 89C-23. Unlawful to practice sr4nesring at land surveying without
89C-8. Organization of the Board: masdngo; election of officers. registration; unlawful use of tide or terms: penalties;
89C-9. Executive secretary; duties and liabilities. Attorney Gerrard to be legal @"ser.
a9C-10. Beard ,,*were. 89C-24. Corporate at partnership practice of engineering or land
89C.11. Sacrotary; dudas and BabfAitea;sxparditures surveying
89C.11. Records and reports of Board;svidence. 89C-25. Limitetforw on application of Chapter.
89C.13. General requirements for registration.. 89C-25.1. Supervisien of unregisterad Individuals by registered person.
89C-14. App colon for rrgistradowrsgiatratlon fees. 89C-25.2. Program of leansuts by diseipilne.
89C-15. Examinations. 89C-2e. Duties of register of deeds.
89C• 14. Certificates of registration; •Heat; sash. 89C-27. Invalid sectians; saverabiGty.
89C• 17. Expirations and renewals of oardficetee. a9C-28. Existing registration not affected.
! 89C-1. Short titla.-This Chapter shall be known and (3) 'Engineer -in -Training'. - The term "engineer -in -
may be cited as 'The North Carolina Engineering and Land training,' as used in this Chapter, shall mean a
Surveying Act.' (1951, c. 1084, s. 1; 1975, c. 681, s. 1.) person who complies with the requirements for
education, experience and character, and has
! 89C-2. Declaratfom; protdbitlons.-In order to safeguard passed an examination in the fundamental
Ilfe, health, and property, and to promote the public welfare, engineering subjects, as provided in this Chapter.
the practice of engineering and the practice of land 14) 'Land Surveyarmin-Training". - The term 'land
surveying in this State are hereby declared to be subject to surveyor -in -training,' as used in this Chapter,
regulation in the public interest. It shall be unlawful for any shalt mean a person who has qualified for, taken,
person to practice or to offer to practice engineering or land and passed an examination on the basic
surveying in this State, as defined in the provisions of this disciplines of land surveying as provided in this
Chapter, of to use in connection with his name or otherwise Chapter.
assume or advertise any title or description tending to (5) 'Person` means any natural person, firm,
convey the impression that he is either a professional partnership, corporation or other legal entity.
engineer or a registered land surveyor, unless such person (6) `Practice of Engineering'. -
has been duly registered as such. The right to engage in the a. The term, "practice of engineering,' within
practice of engineering or land surveying shalt be deemed a the intent of this Chapter, shall mean any
personal right, based on the qualifications of the individual service or creative work, the adequate
as evidenced by his certificate of registration, which shall performance of which requires engineering
not the transferable. 11921, c. 1, s. 1; C. S., s. 60551b1; education, training, and experience, in the
1951. c. 1084, s. 1; 1375, c. 681, s. 1.1 avolication of special knowledge of the
mathematical, physical, and engineering
f 89C•3. Definitions. -When used in this Chapter, unless sciences to such services or creative work as
the context otherwise requires: consultation, Investigation, evaluation,
(11 'Board' shalt mean the North CaroCna State' planning and design of engineering works and
Board of RegLT0abon%*4or Professional Engineers systems, planning the use of Rand and water.
and Land Surveyors provided for by this Chapter, engineering surveys,.and the observation of
(2) 'Engineer'. - The terns 'engineer," within the construction for the purposes of assuring
intent of this Chapter, shall mean a person who, compliance with drawings and specifications.
by reason of his special knowledge and use of Including the consultation, investigation.
the mathematical, physical and engineering evaluation. planning, and design for eitPw
scierces and the principles and methods of private or public use in connection with any
engineering analysis and design, acquired by utIlltles, structures, bu+7dirgs, machines.
engineering education aM ertgirtcering equipmen pracesses, work systems,
experience, is qualified to practice engineering, projects, and industrial or consumer products
,t..-: htiv:•: +.•: K•ti•.-. .. �..a.�:Y.•ri:::��;•�-%t'•i;.}:::k+�•%::,::<:-:-:�r:•?.•:•:•:}:-: : :--.,.:..,.., -.-: :.•: v::-.----•tzar.,, .. -„•`

NAFFiAC
Naval Facilities Engineering Command
[phone]
SW8 050830
N62470-05-R-5011
OPC4B3
December 22, 2005
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Stormwater Project No. SW8 050830
P-945 EOD Operations Facility (McHugh Boulevard) RECEIVED
Construction Contract N62470-05-R-5011
Onslow County DEC 2 7 Z005
Ms. Lewis,
Please find enclosed two sets of revised permit application documents for the above, based
on your Request for Additional Information dated October 25, 2005. The following is our
response to your comments.
The infiltration basin supplements for the bioretention basins have been removed.
The required design information has been included in the calculations.
2. A note indicating that no wetlands are present on the site has been added to sheet C-
1 02 R.
3. A revised drainage area map is attached.
4. The application form has been revised for each drainage area.
The contour elevations that apply to the dimensions of the bioretention basins have
been added.
6. The bioretention basin ponded water depths have been changed to 12-inches
(300mm). The depths of the filter beds are 2.5 feet (762mm).

Page 2
SWS 050830
7. The basins have been redesigned to provide sufficient surface area and volume to
meet the requirements of the BMP Manual.
8. The ratio of trees to shrubs has been revised to have 1 tree for every 3 shrubs, and
to have a minimum number of plants of 1,000 stems per acre of bioretention area.
9. Elevations of the bottom elevation of the sand layer and the top elevation of the
ponded water have been added to the bioretention basin detail.
10. A bypass swale has been added to basin B-2. The invert of the swales have been set
so that once the biorention basin has reached it's maximum ponded depth, excess
runoff will bypass the basins.
11. Vincent Lewis visited the site on November 7, 2005. He determined that the
infiltration trench locations would not have adequate clearance from seasonal high
ground water at the locations as designed. Due to this and and size requirements,
the infiltration trenches have been eliminated. Roof drainage now will flow
overland to grass lined swales and discharge into the bioretention basins.
12. As discussed above, the infiltration trenches have been eliminated.
13. Runoff from the off -site built upon area (a portion of McHugh Boulevard) has been
routed around the proposed system.
14. All built upon area is included in the drainage area of the proposed system.
Upon your review of the enclosed revised documents, please let me know if you need any
additional information. Your prompt attention to this submittal would be greatly appreciated.
I can be reached at [phone], or e-mail david.c.�acksonl u,nay..mil.
Sincerely,
David C. Jackson, PE
Civil Engineer
NC/Caribbean IPT
Eric..
Revised Stormwater Management Permit Application Form and Attachments
Blind copy to:
OPC13A (B. Abbott)

SW8 050830 1-1-945 EOD Operations Facility, Camp Lejeune, NC
Subject: SW8 050830 P-945 EOD Operations Facility, Camp Lejeune, NC
From: "Jackson, David C CIV NAVFAC Lant" <[e-mail]>
Date: Wed, 14 Dec 2005 14:12:07 -0500
To: <[e-mail]>
Linda,
I'm still working on revising the calculations and drawings to address
your comments. I will not be able to have the revisions complete
prior to Dec 16, 2005, so I am therefore requesting an extension for
submittal prior to Dec 23, 2005.
Your help in this matter is greatly appreciated.
V/R
David C. Jackson, PE
Civil Engineer, Code OPC4133
Naval Facilities Engineering Command - Atlantic
NC/Caribbean IPT
PH [phone], D5N 262-4292
david.c.jacksonl @navy.mil
1 of] 12/14/2005 2:21 PM

Re: SW8 050830 EOD Facility Camp Lejeune
Subject: Re: SW8 050830 EOD Facility Camp Lejeune
From: Linda Lewis <[e-mail]>
Date: Wed, 23 Nov 2005 13:04:29 -0500
To: "Jackson, David C CIV NAVFAC Lant" <[e-mail]>
David:
The elimination of curbing is not enough to make this a low density project. The
concentration of built -upon area within a relatively small boundary and the way the
site is graded are the larger factors which make this a high density project. In
order to meet low density, the base would need to designate a sufficiently large
project area, keeping in mind that the designated area cannot be developed in the
future without modifying the permit. Additionally, the site would need to be graded
such that runoff could sheet flow off of the paved areas across and through the
open areas of the designated project area, through a minimum 30, wide undisturbed
vegetated buffer. There should be no collection, and no point source discharges off
of the pavement i.e., no low spots.
Part of the problem with low density on the Base is that I don't believe anyone at
Camp Lejeune is keeping track of the project area limits that have been previously
delineated and used on other low density projects that have been permitted on the
base since 1988. In order to avoid using the same area twice, for two different low
density projects, the Base was charged with the responsibility of tracking the
project limits.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Linda,
I am having trouble making the infiltration systems work due to size and depth.
I am also looking at other options, such as wet detention, but I am concerned
about concentrated flow from this site which has no defined outfall.
When developing the plan, I calculated that the built upon area is approximately
29% of the total site area. The main reason for going not applying for low
density was due to the curbing and to try to incorporate LID principles into the
design. If I eliminated the curbing and eliminated other areas of concentrated
flow, I think this would qualify for a low density development.
Please let me know what you think.
Thanks for your help, and have a happy thanksgiving.
David C. Jackson, PE
Civil Engineer, Code OPC4B3
Naval Facilities Engineering Command - Atlantic
NC/Caribbean IPT
PH [phone], DSN 262-4292
[e-mail]
1 of 1 1 1/23/2005 3:26 PM

Re: SW Project SW8 050830-P-945 EOD Operations Facility, Cam...
r
Subject: Re: SW Project SW8 050830-P-945 EOD Operations Facility, Camp Lejeune
From: Linda Lewis [e-mail]>
Date: Thu, 03 Nov 2005 16:23:17 -0500
To: "Jackson, David C CIV NAVFAC Lant" <[e-mail]>
David:
Yes, the trench needs to be able to store the 1" storm. My calculation of the
volume of runoff generated by the roof is significantly less than what you are
quoting. For DW-1, I get 575 cubic feet and for DW-2, I get 647 cubic feet. So, the
trenches you design must be capable of storing volumes of 575 cubic feet and 647
cubic feet, respectively, in the pore spaces and piping of the proposed trenches.
Based on my spreadsheet calcualtions, DW-1 could be 47' long by 10, wide by 3' high
and DW-2 could be 53' long by 10' wide by 3' high and provide the minimum volumes
in the pore spaces and piping. I don't think it's necessary to increase the trench
width to 151, unless you just wanted to over -design.
I looked up the permit for the Physical Fitness Center that was issued in 2002.
That was a redevelopment site, where we have more flexibility in permitting
projects that can't quite meet all the design requirements for practical reasons.
Besides that, NCAC 2H.1008(c)(1) states that the storage volume of the system shall
be calculated to provide for the most conservative protection.... and allows other
methods to be used only if they provide equivalent protection.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Linda,
Thanks for the prompt response. I take from your e-mail that the trench
volume needs to be able to hold the entire 1" rainfall volume. To
accomplish this, I have calculated that DW-1 will need a volume of 2,034
cf, L=46', W=15', depth=3', and DW-2 would be 2,332 cf, L=52', W=15',
depth=31(more or less).
The method I used to calculate the original volume was the same as was
used for dry wells at the Physical Fitness Center at Courthouse Bay,
where the formula for "At" was used to determine required volume,
allowing for infiltration during the storm event.
I think I have room,in the area for the larger volume, but it will be
tight. Please confirm that trench needs to hold the entire 1" volume.
Also, I have set up to meet Vincent on -site to look at the 2 trench
locations on Monday Nov 7, 2005.
Thanks,
David
------Original Message -----
From: Linda Lewis [mailto:[e-mail]] Sent: Wednesday, November 02,
2005 17:35
To: Jackson, David C CIV NAVFAC Lant
Subject: Re: SW Project SW8 050830-2-'945 EOD Operations Facility, Camp
Lejeune
David:
I think the difference is that the Division does not consider that any
infiltration is occuring during the storm event, and I'm guessing that
the "f * t" factor in your equation is doing that. -I calculated very
similar minimum required volumes, so that isn't the problem. My required
volumes were actually a little lower than yours.
of 2 1 1/3/2005 4:23 PM

Re: SW Project SW8 050830-P-945 EOD Operations Facility, Cam...
I calculated the storage volume in each trench, assuming no infiltration
during the storm (worst case most conservative scenario) by multiplying
the length, width and height of the trench, subtracting out the volume
of the piping, multiplying the leftover by 0.4, then adding back the
pipe volume, to arrive at the total storage volume available in that
trench.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Linda,
I have been reviewing my calculations for the design of the roof drain
dry wells with regard to your comment number 12, indicating that the calcs do
not appear to account for the porosity of the stone. On page
2 of the ROOF DRAINAGE DRY WELL CALCULATIONS, Item 6, there is a calculation
for the Surface Area of the trenches (At), that accounts for the porosity
(n=0.4).
The formula is At = Vw / [ ( n * d ) + ( f * t) ]
Please let me know if this answers your comment, or if there is something
else I'm missing.
Thanks,
David C. Jackson, PE
Civil Engineer, Code OPC4B3
Naval Facilities Engineering Command - Atlantic NC/Caribbean IPT PH (757)
322-4292, DSN 262-4292 [e-mail]
2 of2 t 1/3/2005 4:23 PM

Re: SW Project SW8 050830-11-945 EOD Operations Facility, Cam...
Subject: Re: SW Project SW8 050830-P-945 EOD Operations Facility, Camp Lejeune
From: Linda Lewis <[e-mail]>
Date: Wed, 02 Nov 2005 17:34:40 -0500
To: "Jackson, David C CTV NAVFAC Lant" <[e-mail]>
David:
I think the difference is that the Division does not consider that any infiltration
is occuring during the storm event, and I'm guessing that the "f * t" factor in
your equation is doing that. I calculated very similar minimum required volumes, so
that isn't the problem. My required volumes were actually a little lower than
yours.
I calculated the storage volume in each trench, assuming no infiltration during the
storm (worst case most conservative scenario) by multiplying the length, width and
height of the trench, subtracting out the volume of the piping, multiplying the
leftover by 0.4, then adding back the pipe volume, to arrive at the total storage
volume available in that trench.
Linda
Jackson, David C CIV NAVFAC Lant wrote:
Linda,
I have been reviewing my calculations for the design of the roof drain dry wells
with regard to your comment number 12, indicating that the calcs do not appear
to account for the porosity of the stone. On page 2 of the ROOF DRAINAGE DRY
WELL CALCULATIONS, Item 6, there is a calculation for the Surface Area of the
trenches (At), that accounts for the porosity (n=0.4).
The formula is At = VW / 1 ( n * d ) + ( f * t ) I
Please let me know if this answers your comment, or if there is something else
I'm missing.
Thanks,
David C. Jackson, PE
Civil Engineer, Code OPC4B3
Naval Facilities Engineering Command - Atlantic
NC/Caribbean IPT
PH [phone], DSN 262-4292
david.c.iacksonlCnavv.mil
I of 1 1 l/3/2005 7:58 AM

SW Project SW8 050830-P-945 EOD Operations Facility, Camp Le...
Subject: SW Project SW8 050830-P-945 EOD Operations Facility, Camp Lejeune
From: "Jackson, David C CIV NAVFAC Lant" <[e-mail]>
Date: Wed, 2 Nov 2005 15:22:52 -0500
To: <[e-mail]> .
Linda,
I have been reviewing my calculations for the design of the roof drain dry wells with regard to your
comment number 12, indicating that the talcs do not appear to account for the porosity of the stone. On
page 2 of the ROOF DRAINAGE DRY WELL CALCULATIONS, Item 6, there is a calculation for the
Surface Area of the trenches (At), that accounts for the porosity (n=0.4).
The formula is At=Vwl[(n"d)+(f*t)]
Please let me know if this answers your comment, or if there is something else I'm missing.
Thanks,
David C. Jackson, PE
Civil Engineer, Code OPC4B3
Naval Facilities Engineering Command - Atlantic
NC/Caribbean IPT
PH [phone], DSN 262-4292
david.c.jackson1 @navy.miI
l of 1 11/2/2005 5:17 PM

�0F W ATF90 Michael F. Easley, Governor
C 0 William G. Ross, Jr., Secretary
ram- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2005
Commander Laurence Readal, CDR, USN
MCB Camp Leueune
1005 Michael Road
Camp Leueune, NC 28542
Subject: Request for Additional Information
Stormwater Project No. SW8 050830
P-945 EOD Operations Facility (McHugh Boulevard)
CC# N62470-05-B-5011
Onslow County
Dear Cdr. Readal:
The Wilmington Regional Office received a Stormwater Management Permit Application for the
EOD Operations Facility on August 25, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please delete the infiltration basin supplements from the application. Bioretention
basin design information should not be reported on an infiltration basin
supplement. This will only confuse the application. Please show the required
design information for the 2 proposed bioretention basins in the calculations.
2. Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
3. Please delineate (highlight) the drainage area to each bioretention area, and to
each underground trench area. There should be a total of 4 separate drainage
areas shown.
4. Please complete a separate column on the application, one for each proposed
system. There should be a total of 4 completed columns in Section 111.6 of the
application.
5. Please label the contour elevation that applies to the dimensions provided for the
bioretention basins.
6. Per the newest BMP Manual, the maximum ponded water depth allowed in a
bioretention basin is 12". The current version of the BMP Manual allows for only
a 6" ponded depth. The calculations indicate that the volume provided is based
on a ponded depth of 3 feet. At this depth, none of the vegetation can survive.
Please either reduce the ponded water depth to 12", or redesign the Bioretention
basins to wet detention ponds.
7. Neither of the proposed bio-retention basins provides sufficient surface area, and
Basin B-2 does not provide sufficient volume to meet the minimum desig n
requirements as outlined in the BMP Manual.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCarolina
An Equal opportunity]Atfirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

Cdr. Readal
October 25, 2005
Stormwater Application No. SW8 050830
8. The allowable ratio of trees to shrubs is 1 tree for every 2-3 shrubs. The
minimum number of plants is 1000 stems per acre of bio-retention basin area.
For B-1, the total is 75 stems and for B-2 it is 40 stems. The proposed design
provides a ratio of 1 tree for every 8 shrubs. Please either reduce the number of
shrubs or increase the number of trees to obtain the desired ratio.
9. Please provide more elevation details on the bio-retention basin detail, like the
bottom elevation of the sand layer, and the top elevation of the ponded water.
10. Bio-retention is designed to be an offline system, similar to infiltration. Please
explain how the runoff in excess of 1" is bypassed prior to entering the basin.
Having an outlet for the runoff that is already in the basin does not meet the
bypass requirements.
11. Has our Regional Soil Scientist, Vincent Lewis, been to the site to verify the soils
information for the underground trenches? If not, please complete and submit the
enclosed form to schedule an appointment.
12. Neither of the trenches provides sufficient volume to meet the 1" design storm
requirements. The calculated storage volumes provided in the trenches do not
appear to account for the fact that the stone is taking up 60% of the available
space.
13. Please delineate the 11,040 square feet of offsite-built-upon area. This built -upon
area does not appear to be included in any of the design calculations: Unless this
offsite runoff can be routed around the proposed system, it must be included in
the built -upon area of the proposed system(s) that it will drain to.
14. There appears to be a little over 3,000 square feet of built -upon area that is not
being treated. All proposed built -upon area must be included within the drainage
area of a proposed system.
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 November
25, 2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The 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.
Page 2 of 3

Cdr. Readal
October 25, 2005
Stormwater Application No. SW8 050830
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,
Linda Lewis
Environmental Engineer
ENBlarl: S:1WQSlSTORMWATERIADDINFO120051050830.oct05
cc: David Jackson, P.E., NAVFAC Atlantic
Linda Lewis
Page 3of3

l
1
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND
ATLANTIC
6506 HAMPTON BLVD
NORFOLK VA 23508-1278
North Carolina Department of Environmental
Management
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
TELEPHONE NO:
[phone]
IN REPLY REFER TO:
N62470-05-R-501 1
OPC13A
August 24, 2005
A LT
AUG 9 [uU5
]JY Is Ong36
Re: Construction Contract N62470-05-R-501 I, EOD Operations Facility, Marine
Corps Base, Camp Lejcune, North Carolina
Gentlemen:
Please find enclosed our Stormwater Management Permit Application and appropriate
processing fee ($425.00) for the referenced project. An Erosion and Sedimentation
Control Permit Application package has also been forwarded to the Land Quality Section.
Your prompt attention to this submittal would be greatly appreciated. If you have any
general questions, please call me at [phone]. If you have any specific technical
questions, please contact our Engineer -in -Charge, Mr. David Jackson at [phone].
Project Manager
NC/Caribbean IPT
Encls:
(1) Stormwater Management Pen -nit Application Form and Attachments
(original and 1 copy)
(2) Processing Fee
Quality Performance ... Qualify Results

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