SW8020532_HISTORICAL FILE_20030929

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW 522pt53Z
DOC TYPE ❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION �
--------------
DOC DATE-
YYYYMMDD

UNITED STATES MARINE CORPS
PUBLIC WORKS DIVISION
Marine Corps Base
PSC Box 20004
Camp Lejeune, North Carolina 28542-0004
11000
PWO
23 Sep 03
Ms. Linda Lewis
NC D ENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extention
Wilmington, NC 28405
Dear Ms. Lewis:
Subject: HEADQUARTERS ARMORY, CAMP LEJEUNE PROJECT
N62470-99-R-9 l 58
As requested in your NCDENR letter dated July 9, 2003, the plan for the HQ Armory has
been revised to show the actual limits of site disturbance. The revised plan shows 0.75
acres of land disturbance. As a result, we request that you modify the High Density
Stormwater Permit #SW8 020532 to omit the pond shown in the original design.
Your point of contact at Camp Lejeune is Alex Wood, PE, at [phone] ext 252.
Sincerely,
J,OJA,�4-
A.G. Sholar
Enclosure: (1) NCDENR Itr dated July 9, 2003
(2) Public Works ltr PWO of 25 Jun 03
(3) Drawings for N62470-99-R-9158
Blind Copy To: (w/o encl)
Dan Sams
NCDENR/Division of Land Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
i
q,

Michael F. Easley, Governor
O�O� W A T,��QG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P.E.,Director
D r Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 9, 2003
Mr. A. G. Sholar, Asst. PWO
USMC Public Works Division
PSC Box 20004
Camp Lejeune, NC 28542-0004
Subject: Change in Permit
HQ Armory N62470-99-R-9158
Stormwater Project No. SW8 020532
LQS Project No. ON02127
Onslow County
Dear Mr. Sholar: .
The Division of Water Quality received your letter regarding the "reclassification"
of the Erosion Control and Stormwater permits for the subject project due to a conflict
with an active steam line. This project was received as one of three similar armory
projects submitted together in May, 2002. If taken together, the projects did propose to
disturb more than one acre, however, on an individual project basis, this project alone
would not disturb more than one acre. The Land Quality Section has no means to
"reclassify" the project as exempt, given that the plan has already been approved.
A stormwater permit has also been issued, based on the requirement for an
Erosion Control Plan approval. To satisfy your request, and meet the stormwater rule
requirements, I can modify the stormwater permit to add a condition that will allow the
construction of this armory without the approved stormwater management facility as
long as the disturbance remains less than one acre.' In order to modify the permit,
please submit two sets of plans that show the revised project without the stormwater
pond and which show any other measures that will be employed which will enhance
water quality.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATILETTERS1020532.ju103
cc: Kevin Avolis, P.E.
Dan Sams, LQS
Linda Lewis
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
NCDEN.R

� � TVED
' JiJN 2 7 20�3
UNITED STATES MARINE CORPS'
PUBLIC WORKS DIVISION �}��:
Marine Corps Base
PSC Box 20004
Camp Lejeune, North Carolina 28542-000
PWO
25 Jun 03
Mr. Dan Sams
Land Quality Section
Division of Environmental Management
NC Department of Environmental and Natural Resources
127 Cardinal, Drive Extension
Wilmington, NC 28405
Dear Mr. Sams:
Subj: Headquarters Armory - Camp Lejeune project # N62470-99-R-9156
Ref: Erosion and Sedimentation permit #ON02127 - dated January 23, 02
High density Stormwater permit SW8 020532 - dated October 18, 02
The subject project involves construction of an armory building
at Marine Corps Base Camp Lejeune. The project was originally
planned to disturb over 1 acre. As a result, the planned development
triggered our application for the referenced Stormwater Management and
Erosion Control permits. The plans, which were originally
submitted, provide for the installation of a wet detention pond.
Construction of the site has begun and conflicts with an active
underground steam line have been discovered in the vicinity of
the proposed stormwater pond. In an effort to find a solution to the
conflict, it has been discovered that the site disturbance was actually
less than 1 acre. As a result, we are requesting that the project be
reclassified, which would not require a Stormwater or erosion control
permit. This reclassification will result in the elimination of the
proposed stormwater pond and will allow us to save approximately
$175,000 that the contractor is requesting for relocation of the active
steam line.
Since we originally submitted and received permits for the
original set of plans, we do not expect refunds for the permit fees
Please provide comments as soon as possible so that we can
proceed with construction of the project. Should you have any
questions or comments, please contact Mr. Alex Wood, Civil Engineer, at
[phone].
A.G. SHOLAR
Assistant Public Works Officer
Copy to: Linda Lewis
NCDENR

1
1
1
1
1
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it
STORMWATER CALCULATIONS
HQ MARINE ARMORY
MCB CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
May 9, 2002
RECEIVED
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Hydrograph Report
Page 1
English
Hyd. No. 28
HQ ARMORY
Hydrograph type = Reservoir
Storm frequency = 10 yrs -ea1
Inflow hyd. No. = 24
Max. Elevation = 7.80 ft -d*--
Slom9e Mication method used.
Peak discharge
= 0.71 cfs --a-
Time interval
= 1 min
Reservoir name
= HQ ARMORY
Max. Storage
= 4,706 cuft
Total Vdume = 5,612 cuPt
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C CIv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
90
1.08
7.31
0.17
0.02 -
--- 0.54 - - -
0.11
100
1.19 <<
7.46
0.21
0.01 --
- 2.23 - - -
0.21
110
1.08
7.60
0.24
- ----
- 4.84 - --- ---- ----
0.24
120
0.96
7.72
0.32
- -
- -- 7.50 - - -
0,32
130
0.84
7.78
0.64
- -
- 9.11 - ----- -
0.64
140
0.72
7.80 <<
0.71
- ---
- 9.47 -- --- - ---
0.71 <<
150
0.60
7.79
0.68
- -
- 9.30 - - -
0.68
160
0.48
7.77
0.59
- ---
- 8.89 -- - - -
0.59
170
0.36
7.75
0.49
- -
-- 8.37 - ---- -
0.49
180
0.24
7.73
0.38
- -
- 7.81 - - -
0.38
190
0.12
7.71
0.26
- ---
- 7.22 ---- - ---
0.26
200
0.00
7.68
0.25
- -
-- 6.55 - ---- -
0.25
210
0.00
7.64
0.25
- -
-- 5.70 - ---- -
0.25
220
0.00
7.60
0.24
- ---
- 4.87 ----- - --
0.24
230
0.00
7.56
0.23
- -
-- 4.06 - -- -
0.23
240
0.00
7.53
0.23
0.00 --
- 3.37 - - -
0.23
250
0.00
7.49
0.22
0.01 -
-- 2.81 -
0.22
260
0.00
7.46
0.21
0.01 -
- 2.27 --- - -
0.21
270
0.00
7.43
0.20
0.01 -
--- 1.75 - --- -
0.20
280
0.00
7.40
0.19
0.02 ---
- 1.25 - - - -
0.19
290
0.00
7.37
0.19
0.02 -
--- 0.91 --- ----- -
0.18
300
0.00
7.34
0.18
0.02 --
---- 0.76 -- - -
0.15
310
0.00
7.32
0.17
0.02 -
- 0.63 - - -
0.13
320
0.00
7.30
0.17
0.02 ----
- 0.52 --- - - ----
0.11
330
0.00
7.29
0.16
0.02 -----
- 0.42 ---- - ----
0.09
340
0.00
7.27
0.16
0.02 --
----- 0.34 ---- - ----
0.08
350
0.00
7.26
0.15
0.02 -
- 0.27 - -- -
0.07
360
0.00
7.25
0.15
0.02 -
- 0.22 - ---- -
0.06
370
0.00
7.24
0.15
0.02 ----
- 0,17 ---- - -----
0.05
380
0.00
7.24
0.15
0.02 ----
----- 0.13 ----- - -----
0.04
... End

Reservoir Report
Page 7
English
Reservoir No. I - HQ ARMORY
Pond Data
Pond storage is based on known contour areas
Stage 1 Storage Table
Stage Elevation
Contour area
Incr. Storage
Total storage
ft ft
sgft
cuft
cuft
0.00 6.56
2,799
0
0
1.64 8.20
4,822
6,249
6,249
3.28 9.84
7,653
10,230
16,479
Culvert 1 Orifice Structures
[A]
[B]
[C]
[D]
Rise in
= 15.0
1.0
0.0
0.0
Span in
= 15.0
1.0
0.0
0.0
No. Barrels
= 1
1
0
0
Invert El. ft
= 6.56
6.56
0.00
0.00
Length ft
= 46.0
0.1
0.0
0.0
Slope %
= 0.01
0.10
0.00
0.00
N-Value
= .024
.013
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -
Yes
No
No
Stage I Storage 1 Discharge Table
Weir Structures
[A]
Crest Len ft
= 8.0
Crest El. ft
= 7.26
Weir Coeff.
= 3.00
Eqn. Exp.
= 1.50
Multi -Stage
= Yes
[B] [C] [D]
0.0
0.0
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
No
No
No
Tailwater Elevation = 0.00 ft
Note: All outflows have been analyzed under inlet and outlat contml.
Stage Storage Elevation CIv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft
tuft
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
0.00
0
6.56
0.00
0.00 -
- 0.00 --- --- --
0.00
1,64
6,249
8.20
2.73
0.00 -
- 21.87 -- -- ---
2.73
3.28
16,479
9.84
6.21
0.00 ---
--- 99.46 - -- -
6.21

Hydrograph Report
Page 1
Hyd. No. 41
Hydrograph type = Reservoir
Storm frequency = 100 yrs -A�r--
Inflow hyd. No. = 12
Max. Elevation = 7.95 ft �r--
Storage Indication method used.
English
Peak discharge = 1.57 cfs`
Time interval = 1 min
Reservoir name = HQ ARMORY
Max. Storage = 5,294 cuft
Total Volume = 6.594 tuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
50
2.70 «
7.59
0.24
- --
- 4.61 - - -
0.24
60
2.16
7.88
1.14
- -
- 11.65 - - -
1.14
70
1.62
7.95
1.57
- -
- 13.80 - - -
1.57
80
1.08
7.92
1.41
- --
---- 12.99 - ---- ---
1.41
90
0.54
7.86
1.03
--- -
----- 11.08 - - -
1.03
100
0.00
7.77
0.58
- -
- 8.84 - - -
0.58
110
0.00
7.71
0.26
---- -
- 7.19 - - -
0.26
120
0.00
7.67
0.25
- -
- 6.33 - ----- -
0.25
130
0.00
7.63
0.24
--- -
--- 5.48 - - -
0.24
140
0.00
7.59
0.24
- -
- 4.66 - -- -
0.24
150
0.00
7.55
0.23
- -
- 3.85 - - --
0.23
160
0.00
7.52
0.22
0.00 -
- 3.22 ---- - -
0.22
170
0.00
7.48
0.22
0.01 -
---- 2.66 ----- ----- -----
0.22
180
0.00
7.45
0.21
0.01 -----
- 2.13 - - -
0.21
190
0.00
7.42
0.20
0.02 -
----- 1.62 ----- ----- -----
0.20
200
0.00
7.39
0.19
0.02 -
-- 1.12 - - -
0.19
210
0.00
7.36
0.18
0.02 ---
- 0.87 - - -
0.17
220
0.00
7.33
0.18
0.02 -
- 0.72 ----- -- --
0.14
230
0.00
7.31
0.17
0.02 -
- 0.60 - - -
0.12
240
0.00
7.30
0.16
0.02 -----
----- 0.49 - - -
0.10
250
0.00
7.28
0.16
0.02 ---
--- 0.40 ---�- ----- ----
0.09
... End

Reservoir Report Page ,
Reservoir No. 1 - HQ ARMORY English
Pond Data
Pond storage is based on known contour areas
Stage 1 Storage Table
Stage Elevation
Contour area
Incr. Storage
Total storage
ft ft
sqft
cult
cult
0.00 6.56
2,799
0
0
1.64 8.20
4,822
6,249
6,249
3.28 9.84
7,653
10,230
16,479
Culvert 1 Orifice Structures
[A]
[B]
[C]
[D]
Rise in
= 15.0
1.0
0.0
0.0
Span in
= 15.0
1.0
0.0
0.0
No. Barrels
= 1
1
0
0
Invert El. ft
= 6.56
6.56
0.00
0.00
Length ft
= 46.0
0.1
0.0
0.0
Slope %
= 0.01
0.10
0.00
0.00
N-Value
= .024
.013
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -
Yes
No
No
Stage 1 Storage 1 Discharge Table
Weir Structures
[A]
Crest Len ft
= 8.0
Crest El. ft
= 7.26
Weir Coeff.
= 3.00
Eqn. Exp.
= 1.50
Multi -Stage
= Yes
[B] [C] [D]
0.0
0.0
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
No
No
No
Tailwater Elevation = 0.00 ft
Note: All outflows have been analyzed under inlet and outlet control.
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft
cuft
ft
cfs
cfs cfs cfs
cfs cfs cfs cfs
cfs
0.00
0
6.56
0.00
0.00 - ---
0.00 --- -- -
0.00
1.64
6,249
8.20
2.73
0.00 -- ---
21.87 - --- ---
2.73
3.28
16,479
9.84
6.21
0.00, --- -
99.46 --- - -
6.21

i
0
B
1
1
1
1
1
II
DEPARTMENT OF THE NAVY
ATLANTIC DIVISION
NAVAL FACILITIES ENGINEERING COMMAND
NORFOLK, VIRGINIA
FINAL SUBMITTAL
CIVIL WORK
SPECIFICATION
NO. 05999158
G
RACTNO.70-99-R-9158
RE E IVE D
JUL 2 4 2002
DWQ
PROJ # 5W 3'00053Z
6'H, 8' AND HEADQUARTERS BATTALION ARMORIES
at the
MARINE CORP BASE
CAMP LEJEUNE, NORTH CAROLINA
DESIGN BY:
THE JOHNSON-MCADAMS FIRM, P.A.
P. 0 Box 513 (108 W. Market St.) \\\\\\\\"1��ti`tititi111111frf
Greenwood, MS 38930 4.6
•CA)
SPECIFICATION PREPARED BY:
5738
�• l'z
civil:
1����• 0���
V I t11�tuk'`���\��. Jf
T. Tollison
Kevin-Avolis, P.E.
SPECIFICATIONS SUBMITTED BY: 4& 'y �" ""r` DATE: 14 Jan. 2002
Tom Tollison, Vice President
SPECIFICATIONS APPROVED BY:
DATE:
ir�p,S H. T�l�o
�p�S��gE4 p�pFFs`c�J�
C.

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01420 REFERENCES
* 01561 EROSION AND SEDIMENT CONTROL
* 01575 TEMPORARY ENVIRONMENTAL CONTROLS
DIVISION 01 - SITE WORK
* 02220
SITE DEMOLITION
* 02231
CLEARING AND GRUBBING
* 02315
EXCAVATION AND FILL
02361
SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL
02510
WATER DISTRIBUTION
02530
SANITARY SEWERAGE
* 02630
STORM DRAINAGE
02741
BITUMINOUS CONCRETE PAVEMENT
02821
CHAIN LINK FENCES AND GATES
* 02823
RE-ESTABLISHING VEGETATION
DIVISION 03 - CONCRETE
03300 CAST -IN -PLACE CONCRETE
03410 PLANT -PRECAST STRUCTURAL CONCRETE
-- End of Project Table of Contents --
* Indicates pertinent specifications, provided_for
permit application review.
PROJECT TABLE OF CONTENTS Page 1

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
SECTION 01561
EROSION AND SEDIMENT CONTROL
09/99
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
NORTH CAROLINA SEDIMENT CONTROL COMMISSION (NCSCC)
NCSCC ESCM (1993) Erosion and Sediment Control
Planning and Design Manual
1.2 DESCRIPTION OF WORK
The work includes the provision of temporary and permanent erosion control
measures to prevent the pollution of air, water, and land within the
project limits and in areas outside the project limits where work is
accomplished in conjunction with the project.
1.3 STATE APPROVED PLAN
The erosion control plan indicated has been approved by the State. No
additional State review and approval of the erosion control plan is
required, unless the Contractor desires to modify the erosion control plan
indicated.
PART 2 PRODUCTS
2.1 SEDIMENT FENCE
2.1.1 State Standard Sediment Fence
NCSCC ESCM Standard 6.62, sediment fence (maximum height of 457 mm).
2.2 SILT FENCE DROP INLET OR CATCH BASIN PROTECTION
2.2.1 State Standard Drop Inlet Protection
NCSCC ESCM Standard 6.51, using silt fencing.
2.3 CONSTRUCTION ENTRANCE .
2.3.1 State Standard Construction Entrance
2.3.1.1 Aggregate
NCSCC ESCM, Standard 6.06.
2.4 DUST SUPPRESSORS
Calcium chloride, or other standard manufacturer's spray on adhesives
designed for dust suppression.
2.5 TEMPORARY SEEDING
2.5.1 State Standard Temporary Seeding
Provide seed, lime, and fertilizer in accordance with NCSCC ESCM, Standard
SECTION 01561 Page 1
11

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
6.10. Provide hay or straw mulch.
2.6 EROSION CONTROL MATTING
Jute, excelsior, or paper matting that has not been bleached or dyed.
Provide matting in minimum 1.2 meter widths. Staples for anchoring the
matting shall be minimum 11 gage wire, formed into a "U" shape with a
minimum throat width of 25.4 mm and minimum length of 152 mm after forming.
t2.6.1 Jute Matting
A uniform open plain weave of single jute yarn providing an average weight
of .5 kg per square meter of matting. Yarn shall be of a loosely twisted
construction and shall not vary in thickness by more than one-half its
normal diameter. Matting shall have openings between strands length wise of
11 to 19 mm, and between strands crosswise of 17 to 29 mm.
2.6.2 Excelsior Matting
A machine produced mat of wood excelsior with a minimum of 80 percent of
wood fibers 152 mm in length or longer. The matting shall have an average
1 weight of .41 to .46 kg per square meter with an even fiber distribution
producing a consistent mat thickness, and shall have on one side a woven
fabric. The woven fabric shall be twisted paper cord, cotton cord, or an
extruded plastic mesh with a minimum mesh size of 25 by 25 mm and a maximum
mesh size of 38 by 76 mm.
2.6.3 Paper Matting
' Shall be a knitted polypropylene yarn with uniform openings with
biodegradable paper strips continuously interwoven. The matting shall
weigh a minimum of .05 kg per square meter with maximum openings of 19 mm
and minimum openings of 13 mm.
2.6.4 Straw Matting
I
I I
u
I
A machine produced straw mat with a minimum thickness of 13 mm +/- 3 mm.
The straw shall be evenly distributed throughout the mat to provide a
minimum average dry weight of .38 kg per square meter . The topside of the
mat shall be covered with a 9 mm biodegradable plastic mesh, with the mesh
attached to the straw by a knitting process using biodegradable thread.
PART 3 EXECUTION
3.1 CONSTRUCTION SEQUENCE SCHEDULE
Stabilize areas for construction access immediately with gravel. Install
principal sediment basins and traps before any major site grading takes
place. Provide additional sediment traps and sediment fences as grading
progresses. Provide drop inlet or catch basin protection around existing
drainage structures, and inlet and outlet protection at the ends of new
drainage systems. Stabilize graded and disturbed areas immediately after
grading. Permanent stabilization shall be provided immediately on areas
that have been final graded. Temporary seeding and mulching shall be
provided on disturbed areas as specified in the paragraph entitled
"Temporary Seeding." Installation of temporary erosion control features
shall be coordinated with the construction of permanent erosion control
features to assure effective and continuous control of erosion and sediment
deposition. Remove temporary erosion control measures at the end of
construction and provide permanent seeding.
3.2 SEDIMENT FENCES
Install posts a maximum of 1829 mm on center, and at an angle between 2
degrees and 20 degrees towards the potential silt load area. Sediment
SECTION 01561 Page 2

C ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
fence height shall be approximately 406 mm. Do not attach filter fabric to
existing trees. Secure filter fabric to the post using staples, tie wire,
or hog rings. Imbed the filter fabric into the ground as indicated.
Splice filter fabric at support pole using a 152 mm overlap and securely
seal.
3.3 DROP INLET OR CATCH BASIN PROTECTION
Provide stakes evenly spaced around the perimeter of the drop inlet or
catch basin, a maximum of one meter apart. Stakes shall be driven
immediately adjacent to the drainage structure, a minimum of 457 mm into
the ground. The fabric shall be securely fastened to the outside of the
stakes, with the bottom of the fabric placed into a trench and backfilled.
3.4 CONSTRUCTION ENTRANCE
Provide a minimum 15.2 meters long, 6.1 meters wide entrance, a minimum of
152 mm thick, at points ofvehicular ingress and egress on the construction
site. Construction entrances shall be cleared and grubbed, and then
excavated a minimum of 76 mm prior to placement of the filter fabric and
aggregate. The aggregate shall be placed in a manner that will prevent
damage and movement of the fabric. Place fabric in one piece, where
possible. Overlap fabric joints a minimum of 305 mm.
3.5 DUST SUPPRESSORS
Immediately dampen the surface before calcium chloride application. Apply
dust suppressors on unsurfaced base, subbase and other unsurfaced travel
ways. Apply calcium chloride at the rate of 4.9 to 6.1 kilograms per square
meter of surface for pellets for the initial application. For subsequent
applications of calcium chloride, application rates may be approximately 75
percent of initial application rates. Do not apply when raining or the
moisture conditions exceed that required for proper application. Apply
other dust suppressors in accordance with manufacturers instructions.
Protect treated surfaces from traffic for a minimum of 2 hours after
treatment. Repeat application of dust suppressors as required to control
dust emissions.
3.6 TEMPORARY SEEDING
3.6.1 Time Restrictions
Within 48 hours after attaining the grading increment specified herein,
provide seed, fertilizer, mulch and water on -graded areas when any of the
following conditions occur:
a. Grading operations stop for an anticipated duration of 30 days or
more.
b. When it is impossible or impractical to bring an area to finish
grade so that permanent seeding operations can be performed
without serious disturbance from additional grading.
C. Grading operations for a specific area are completed and the
seeding seasons specified for permanent seeding in Section 02823,
°Re- Establishing vegetation" is more than 30 days away.
' d. When an immediate cover is required to minimize erosion, or when
erosion has occurred.
t e. Provide on erosion control devices constructed using soil
materials.
3.6.2 Seeding Requirements
1 '
SECTION 01561 Page 3

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
3.6.2.1 State Standard Seeding Requirements
Provide seed, lime, and fertilizer in accordance with NCSCC ESCM, Standard
6.10. Provide hay or straw mulch in an air dried condition, and secure
mulch in place.
3.6.2.2 Permanent Seeding
Temporary seeding shall be removed, and permanent seeding shall be provided
during the specified planting season as specified in Section 02823,
"Re -Establishing Vegetation".
3.7 EROSION CONTROL MATTING
Place matting in the direction of the flow of water. The up channel mat
ting end shall be toed in a narrow trench a minimum of 127 mm deep. Where
one roll of matting ends and a second roll begins, the end of the upper
roll shall be brought over the buried end of the second roll, to provide a
152 mm overlap. Where matting widths are laid side by side, the overlap
between matting shall be 102 mm. Provide check slots every 15 meters
longitudinally in the matting. Construct check slots by providing a narrow
trench 127 mm deep and folding the matting down in to the trench, across
the bottom of the trench, and then back up the trench to the existing
ground Backfill and compact the trench using the excavated material from
the trench. Staple matting ends, junctions, and check slots at 254 mm on
center. Staple matting outer edges and overlaps and the center of each
matting strip at one meter on center. Install excelsior matting with the
woven fabric on top.
3.8 MAINTENANCE AND INSPECTION
Inspect erosion control devices after each rainfall and daily during pro
longed rainfall. Remove sediment deposits after each rainfall or when
sediment reaches approximately one-half the barrier height. Immediately
repair damaged erosion control devices and damaged areas around and
underneath the devices. Maintain erosion control devices to assure
e continued performance of their intended function. Modify the erosion
control plan as required to control problem areas noticed after each
inspection. Modifications shall be approved by the Contracting Officer.
' 3.9 CLEAN UP
At the completion of the job, or when directed or approved by the
Contracting Officer, temporary erosion control devices shall be removed.
' Erosion control devices and areas immediately adjacent to the device shall
be filled (where applicable), shaped to drain and to blend into the
surrounding contours, and provided with permanent seeding. Erosion control
devices may remain in place after job completion when approved by the
' Contracting Officer.
End of Section --
11
SECTION 01561 Page 4
1

E ARMORIES, MCB, CAMP LEJEUNE, NC 05999158
SECTION 01.575
TEMPORARY ENVIRONMENTAL CONTROLS
03/00
PART 1 GENERAL
1.1 REFERENCES
The publications listed
below form a part of this specification to the
extent referenced. The
publications are referred to in the text by the
basic designation only.
CODE OF FEDERAL
REGULATIONS (CFR)
29 CFR 1910.1200
Hazard Communication
40 CFR 112
Oil Pollution Prevention
40 CFR 261
Identification and Listing of Hazardous
Waste
40 CFR 262
Generators of Hazardous Waste
40 CFR 263
Transporters of Hazardous Waste
40 CFR 264
Owners and Operators of Hazardous Waste
Treatment, Storage, and Disposal Facilities
40 CFR 265
Interim Status Standard for Owners and
Operators of Hazardous Waste Treatment,
Storage, and Disposal Facilities
40 CFR 266
Management of Specific Hazardous Wastes
and Specific Types of Hazardous Waste
Management Facilities
40 CFR 266
Land Disposal Restrictions
40 CFR 279
Used Oil Regulations
40 CFR 300
National oil -and Hazardous Substances -
Pollution Contingency Plan
40 CFR 355
_ Emergency Planning and Notification
40 CFR 372-SUBPART D
EPA Toxic Chemical Release Reporting
Regulations
49 CFR 173
Shipments and Packagings
49 CFR 176
Packagings
1.2 DEFINITIONS+
1.2.1 Sediment
Soil and other debris that have eroded and have been transported by runoff
water or wind.
1.2.2 Solid Waste
Garbage, refuse, debris, sludge, or other discharged material (except
hazardous waste as defined in paragraph entitled "Hazardous Waste" or
SECTION 01575 Page 1

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
hazardous debris as defined in paragraph entitled "Hazardous Debris"),
including solid, liquid, semisolid, or contained gaseous materials
resulting from domestic, industrial, commercial, mining, or agricultural
operations. Material not regulated as solid waste are: nuclear source or
byproduct materials regulated under the Federal Atomic Energy Act of 1954
as amended; suspended or dissolved materials in domestic sewage effluent or
irrigation return flows, or other regulated point source discharges;
regulated air emissions; and fluids or wastes associated with natural gas
or crude oil exploration or production.
a. Green waste: The vegetative matter from landscaping, land
clearing and grubbing, including, but not limited to, grass,
bushes, scrubs, small trees and saplings, tree stumps and plant
roots. Marketable trees, grasses and plants that are indicated to
remain, be re -located, or be re -used are not included.
b. Surplus soil: Existing soil that is in excess of what is required
for this work, including aggregates intended, but not used, for
on -site mixing of concrete, mortars and paving. Contaminated soil
meeting the definition of hazardous material or hazardous waste is
not included.
C. Inert construction and demolition debris: Broken or removed
concrete, masonry, and rock asphalt paving; ceramics; roofing
paper and shingles. Inert materials may not be re-inforced with
or contain ferrous wire, rods, accessories and weldments.
d. Wood: Dimension and non -dimension lumber, plywood, chipboard,
hardboard. Treated and/or painted wood that meets the definition
of lead contaminated or lead based contaminated paint is not
included.
e. Scrap metal: Scrap and excess ferrous and non-ferrous metals such
as re-inforcing steel, structural shapes, pipe and wire that are
recovered or collected and disposed of as scrap. Scrap metal
meeting the definition of hazardous material or hazardous waste is
not included.
f. Paint cans: Metal cans that are empty of paints, solvents,
thinners and adhesives. if permitted by the paint can label, a
thin dry film may remain in the can.
g. Recyclables: Materials, equipment and assemblies such as doors,
windows, door and window frames, plumbing fixtures, glazing and
mirrors that are recovered and sold as recyclable. Metal meeting
the definition of lead contaminated or lead based paint
contaminated may not be included as recyclable if sold to a scrap
metal company. Paint cans may not be included as recyclable if
sold to a scrap metal company.
1.2.3 Debris
Non -hazardous solid material generated during the construction, demolition,
or renovation of a structure which exceeds 6o mm particle size that is: a
manufactured object; plant or animal matter; or natural geologic material
(e.g. cobbles and boulders). A mixture of debris and other material such
as soil or sludge is also subject to regulation as debris if the mixture is
comprised primarily of debris by volume, based on visual inspection.
1.2.4 Hazardous Debris
As defined in paragraph entitled "Debris" of this section, debris that
contains listed hazardous waste (either on the debris surface, or in its
interstices, such as pore structure) per 40 CFR 261; or debris that
exhibits a characteristic of hazardous waste per 40 CFR 261.
SECTION 01575 Page 2

ARMORIES, MCS, CAMP LEJEUNE, NC 05999158
1.2.5 Chemical Wastes
This includes salts, acids, alkalies, herbicides, pesticides, and organic
chemicals.
1.2.6 Garbage
t Refuse and scraps resulting from preparation, cooking, dispensing, and
consumption of food.
1.2.7 Hazardous Waste
Hazardous waste as defined in 40 CFR 261 or as defined by applicable State
and local regulations.
t1.2.8 Oily Waste
Petroleum products and bituminous materials.
1.2.9 Regulated Waste
Those solid waste that have specific additional Federal, state, or local
controls for handling, storage, or disposal.
1.2.10 Class I Ozone Depleting Substance (ODS)
Class I ODS is defined in Section 602(a) of The Clean Air Act and includes
the following chemicals:
chlorofluorocarbon-11 (CFC-11)
chlorofluorocarbon-12 (CFC-12)
chlorofluorocarbon-13 (CFC-13)
chlorofluorocarbon-111 (CFC-111)
chlorofluorocarbon-112 (CFC-112)
chlorofluorocarbon-113 (CFC-113)
chlorofluorocarbon-114 (CFC-114)
chlorofluorocarbon-115 (CFC-115)
chlorofluorocarbon-211 (CFC-211)
chlorofluorocarbon-212 (CFC-212)
1.2.11 Hazardous Materials
chlorofluorocarbon-213 (CFC-213)
chlorofluorocarbon-214 (CFC-214)
chlorofluorocarbon-215 (CFC-215)
chlorofluorocarbon-216 (CFC-216)
chlorofluorocarbon-217 (CFC-217)
halon-1211
halon-1301
halon-2402
carbon tetrachloride
methyl chloroform
Any material that is regulated as a hazardous. -material in accordance with
49 CFR 173, requires a Material Safety Data Sheet (MSDS) in accordance with
29 CFR 1910.1200, or which during end use, treatment, handling, storage,
transportation or disposal meets or has components which meet or have the
potential to meet the definition of a Hazardous waste in accordance with 40
CFR 261. Throughout this specification, hazardous material includes
hazardous chemicals.
1.3 SUBMITTALS
Submit the following in accordance with Section 01330, "Submittal
Procedures.,,
SD-11 Closeout Submittals
Erosion and sediment control inspection. reports
1.4 REPORTS
1.4.1 Erosion and Sediment Control Inspection Reports
Submit "Erosion and Sediment Control Inspection Reports" to, the Contracting
SECTION 01575 Page 3

r ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
Officer once every 7 calendar days and within 24 hours of a storm event
that produces 12 mm or more of rain.
1.5 CLASS I ODS PROHIBITION
Class I ODS as defined and identified herein shall not be used in the
performance of this contract, nor be provided as part of the equipment.
This prohibition shall be considered to prevail over any other provision,
specification, drawing, or referenced documents.
1.6 ENVIRONMENTAL PROTECTION REQUIREMENTS
Provide and maintain, during the life of the contract, environmental
protection as defined. Plan for and provide environmental protective
measures to control pollution that develops during normal construction
practice. Plan for and provide environmental protective measures required
to correct conditions that develop during the construction of permanent or
temporary environmental features associated with the project. Comply with
Federal, State, and local regulations pertaining to the environment,
including water, air, solid waste, hazardous waste and substances, oily
substances, and noise pollution.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 PROTECTION OF NATURAL RESOURCES
Preserve the natural resources within the project boundaries and outside
the limits of permanent work. Restore to an equivalent or improved
condition upon completion of work. Confine construction activities to
within the limits of the work indicated or specified.
3.1.1 Land Resources
Except in areas to be cleared, do not remove, cut, deface, injure, or
destroy trees or shrubs without the Contracting Officer's permission. Do
not fasten or attach ropes, cables, or guys to existing nearby trees for
anchorages unless authorized by the Contracting Officer. Where such use of
attached ropes, cables, or guys is authorized, the Contractor shall be -
responsible for any resultant damage.
3.1.1.1 Protection of Trees
Protect existing trees which are to remain and which may be injured,
bruised, defaced, or otherwise damaged by construction operations. Remove
displaced rocks from uncleared areas. By approved excavation, remove trees
with 30 percent or more of their root systems destroyed.
3.1,1.2 Replacement
Remove trees and other landscape features scarred or damaged by equipment
operations, and replace with equivalent, undamaged trees and landscape
features. Obtain Contracting Officer's approval before replacement.
3.1.2 Water Resources
3.1.2.1 Stream Crossings
The Contracting Officer's approval is required before any equipment will be
permitted to ford live streams. In areas where frequent crossings are
required, install temporary culverts or bridges. Obtain Contracting
Officer's approval prior to installation. Remove temporary culverts or
SECTION 01575 Page 4

ARMORIES, MCB, CAMP LEJEUNE, NC 05999158
bridges upon completion of work, and repair the area to its original
condition.
3.1.2.2 Oily and Hazardous Substances
Prevent oil or hazardous substances from entering the ground, drainage
areas, or navigable waters. In accordance with 40 CFR 112, surround all
temporary fuel oil or petroleum storage tanks with a temporary berm or
containment of sufficient size and strength to contain the contents of the
tanks, plus 10 percent freeboard for precipitation. The berm shall be
impervious to oil for 72 hours and be constructed so that any discharge
will not permeate, drain, infiltrate, or otherwise escape before cleanup
occurs.
3.2 HISTORICAL AND ARCHAEOLOGICAL RESOURCES
Carefully protect in -place and report immediately to the Contracting
Officer historical and archaeological items or human skeletal remains
discovered in the course of work. Stop work in the immediate area of the
discovery until directed by the Contracting Officer to resume work. The
Government retains ownership and control over historical and archaeological
resources.
3.3 EROSION AND SEDIMENT CONTROL MEASURES
Protect in accordance with Section 01561, "Erosion and Sediment Control."
3.4 CONTROL AND DISPOSAL OF HAZARDOUS WASTES
3.4.1 Hazardous Waste/Debris Management
The Contractor shall identify all construction activities which will
generate hazardous waste/debris. The Contractor must provide a documented
waste determination for all resultant waste streams. Hazardous
waste/debris shall be identified, labeled, handled, stored, and disposed of
in accordance with all Federal, State, and local regulations including 40
CFR 261, 40 CFR 262, 40 CFR 263, 40 CFR 264, 40 CFR 265, 40 CFR 266, and 40
CFR 268. Hazardous waste shall also be managed in accordance with the
approved Hazardous Waste Management Section of the Environmental Protection
Plan. Store hazardous wastes in approved containers in accordance with 49
CFR 173 and 49 CFR 178_ Hazardous waste generated within the confines of
Government facilities shall be identified as being generated by the_.
Government. Prior to removal of any hazardous waste -from Government
property, all hazardous waste manifests must be signed by activity
personnel from the Station Environmental Office. No hazardous waste shall
be brought onto Government property. Provide to the Contracting Officer a
copy of waste determination documentation for any solid waste streams that
have any potential to be hazardous waste or contain any chemical
constituents listed in 40 CFR 372-SUBPART D. For hazardous wastes spills,
verbally notify the Contracting Officer immediately.
3.4.2 Hazardous Material Control
The Contractor shall include hazardous material control procedures in the
Safety Plan. The procedures shall address and ensure the proper handling
of hazardous materials, including the appropriate transportation
requirements. The Contractor shall submit a MSDS and estimated quantities
to be used for each hazardous material to the Contracting Officer prior to
bringing the material on base. Typical materials requiring MSDS and
quantity reporting include, but are not limited to, oil and latex based
painting and caulking products, solvents, adhesives, aerosol, and petroleum
products. At the end of the project, the Contractor shall provide the
Contracting Officer with the maximum quantity of each material that was
present at the site at any one time, the dates the material was present,
the amount of each material that was used during the project, and how the
SECTION 01575 Page 5

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
material was used. The Contractor shall also ensure that hazardous
materials are utilized in a manner that will minimize the amount of
hazardous waste that is generated. The Contractor shall ensure that all
containers of hazardous materials have NFPA labels or their equivalent.
Copies of the MSDS for hazardous materials shall be kept on site at all
times and provided to the Contracting Officer at the end of the project.
The Contractor shall certify that all hazardous materials removed from the
site are hazardous materials and do not meet the definition of hazardous
waste per 40 CFR 261.
3.4.3 Petroleum Products
Conduct the fueling and lubricating of equipment and motor vehicles in a
manner that protects against spills and evaporation. All used oil
generated on site shall be managed in accordance with 40 CFR 279. The
Contractor shall determine if any used oil generated while on -site exhibits
a characteristic of hazardous waste. In addition, used oil containing 1000
parts per million of solvents will be considered a hazardous waste and
disposed of at Contractor's expense. Used oil mixed with a hazardous waste
will also be considered a hazardous waste. All hazardous waste will be
managed in accordance with the paragraph entitled Hazardous Waste/Debris
Management of this section.
3.4.4 Releases/Spills of Oil and Hazardous Substances
Take precautions to prevent releases/spills of oil and hazardous
substances. In the event of any releases of oil and hazardous substances,
chemicals, or gases; immediately (within 15 minutes) notify the Base or
Activity Fire Department, the activity's Command Duty Officer, and the
Contracting Officer. The Contractor is responsible for verbal and written
notifications as required by the federal 40 CFR 355, State, local
regulations and Navy Instructions. Spill response shall be in accordance
with 40 CFR 300 and applicable State and local regulations. Contain and
clean up these spills without cost to the Government. If Government
assistance is requested or required, the Contractor shall reimburse the
Government for such assistance. Provide copies of the written notification
and documentation that a verbal notification was made within 20 days.
3.5 DUST CONTROL
Keep dust down at all times, including during nonworking periods. Sprinkle
or treat, with dust suppressants, the soil at the site, haul roads, and
other areas disturbed by operations. Dry power brooming will not be:
permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power
brooming. Air blowing will be permitted only for cleaning nonparticulate
debris such as steel reinforcing bars. Only wet cutting will be permitted
for cutting concrete blocks, concrete, and bituminous concrete. Do not
unnecessarily shake bags of cement, concrete mortar, or plaster.
3.6 NOISE
Make the maximum use of low -noise emission products, as certified by the
EPA. Blasting or use of explosives will not be permitted without written
permission from the Contracting Officer, and then only during the
designated times.
' 3.7 REMOVAL FROM CAMP LEJEUNE, NC
,Remove and dispose of rubbish and debris from Government property.
' a. Provide 24-hour advance written notice to the Contracting Office
of Contractors intention to dispose of off base.
b. Disposal at sites or landfills not holding a valid State of North
Carolina permit is specifically prohibited. The prohibition also
' SECTION 01575 Page 6

' ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
applies to sites where a permit may have been applied for but not
yet obtained.
c. Off -base disposal of construction debris outside the parameters of
this paragraph at site without State permits and/or not in
accordance with regulatory requirements shall require the
Contractor at his own expense to remove, transport and relocate
the debris to a State approved site. The Contractor shall also be
required to pay any fines, penalties, or fees related to the
illegal disposal of construction debris
d. Metals will not be accepted at the Base Sanitary Landfill.
Materials which may be deposited in the landfill include:
CATEGORY CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITRY LANDFILL EXAMPLE/GENERAL INFORMATION FOR
DEPOSIT IN THE LANDFILL
Mixed Debris The following materials may be placed in
the landfill in a location designated by the
landfill operator. These items may be mixed
together.
Sheetrock - plaster - glass (broken)
Non asbestos insulation - (fiberglass and
mineral wool shall be bagged).
Packing paper, styrofoam, and pasteboard boxes
Non -asbestos roofing materials such as shingles
built-up and shingle roofing.
Painted wood such as doors, windows, siding, and
trim.
Plastic/fiberglass such as pipe, electrical
boxes, cover plates, etc.
Ceramic and vinyl flooring or tile - ceiling
tile.
Masonry and Concrete Deliver concrete, block, brick, mortar to the
landfill separate from any other items, and
place in a location designated by the landfill
operator. Reinforcement wire and rebar shall be -
removed flush with exposed surfaces.
Nonrecyclable Cardboard Breakdown corrugated cardboard boxes and deliver
to the Base Recycling Center located at Building
913. If Base personnel rejects the cardboard,
take cardboard to the landfill.
Nonrecyclable Wall Pallets Deliver usable pallets to the Base Recycling
Center located at Building 913. If base
personnel rejects the pallets, take pallets to
the landfill.
Treated Wood Deliver treated wood, and such as piling and
power poles, to the landfill separated from any
other items, and place in locations as
designated by the landfill operator.
Untreated/Unpainted Wood Deliver lumber, trees, stumps, limbs, tops, and
shrubs to the landfill separated from any other
items, and place in locations as deignated by
landfill operator.
Organic Matter Deliver leaves, pine straw, grass clippings to
SECTION 01575 Page 7

t. ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
1 CATEGORY
Fiberglass Tanks
550 gallons or less
Asphalt Pavement
4
Weigh each and every
vehicle delivering debris
Weigh each and every
vehicle delivering debris
Asbestos
Lead Based Paint and
Materials
CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITRY LANDFILL EXAMPLE/GENERAL INFORMATION FOR
DEPOSIT IN THE LANDFILL
the landfill separated from any other items, and
place in locations as designated by landfill
operator. No bags or containers are allowed.
Clean tanks before delivery to landfill.
Remove pavement from Government property and
deliver to an asphalt -recycling establishment.
Provide a record of the total tons of asphalt
recycled and the corporate name and location of
the recycling establishment receiving the
removed asphalt.
Separate each catagory of construction debris at
the construction site and deliver separately to
the landfill.
Place each catagory of construction debris in
the landfill at the location designated by the
landfill operator.
Refer to Section 13281
Refer to Section 13283
Metals Metals will not be accepted at the landfill.
Remove metals from each and every catagory
before delivery to the landfill.
(Example: Remove hardware from doors and windows
Dispose of metal construction debris at Defense
Reutilization Maintenance Office (DRMO) Building
TC-861, Camp Geiger.
Aluminum, brass, copper, lead, other metal,
electrical wiring, cable (cut in 3 foot or less
sections)
-- End of Section --
SECTION 01575 Page 8

I., R
ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
SECTION 02220
SITE DEMOLITION
03/00
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic designation only.
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI A10.6 (1990) Demolition Operations
CODE OF FEDERAL REGULATIONS (CFR)
40 CFR 61-SUBPART M National Emission Standard for Asbestos
1.2 GENERAL REQUIREMENTS
Do not begin demolition until authorization is received from the
Contracting Officer. Remove rubbish and debris from the project site.
1.3 DEFINITIONS
1.3.1 Class I and Class II Ozone Depleting Substance (ODS)
Class I and Class II ODS are defined in Section, 602(a) and (b), of The
Clean Air Act.
1.4 SUBMITTALS
Submit the following in accordance with Section 01330, "Submittal
Procedures."
SD-07 Certificates
Demolition plan; G OIC
Notifications; G OIC
1.5 REGULATORY AND SAFETY REQUIREMENTS
Comply with federal, state, and local hauling and disposal. regulations.
In addition to the requirements of the "Contract Clauses," safety
requirements shall conform with ANSI A10.6.
1.5.1 Notifications
Furnish timely notification of demolition and renovation projects to
Federal, State, regional, and local authorities in accordance with 40 CFR
61-SUBPART M. Notify the Regional Office of the United States
Environmental Protection Agency (USEPA), State's environmental protection
agency, local air pollution control district/agency and the Contracting
Officer in writing 10 working days prior to the commencement of work in
accordance with 40 CFR 61-SUBPART M.
1.6 DUST AND DEBRIS CONTROL
Prevent the spread of dust and debris and avoid the creation of a nuisance
or hazard in the surrounding area. Do not use water if it results in
SECTION 02220 Page 1

I. i ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
hazardous or objectionable conditions such as, but not limited to, ice,
flooding, or pollution.
1.7 PROTECTION
1.7.1 Traffic Control Signs
Where pedestrian and driver safety is endangered in the area of removal
work, use traffic barricades with flashing lights. Notify the Contracting
Officer prior to beginning such work.
1.7.2 Existing Work
Protect existing work which is to remain in place, be reused,. or remain the
property of the Government. Repair items which are to remain and which are
damaged during. perf ormance of the work to their original condition, or
replace with new. Do not overload structural elements or pavements to
remain. Provide new supports and reinforcement for existing construction
weakened by demolition or removal work. Repairs, reinforcement, or
structural replacement must have Contracting Officer approval.
1.7.3 Trees
' Conform to Section 01575, "Temporary Environmental Controls," for
protection of natural resources.
1.7.4 Facilities
Protect electrical and mechanical services and utilities. Where removal of
existing utilities and pavement is specified or indicated, provide approved
barricades, temporary covering of exposed areas, and temporary services or
connections for electrical and mechanical utilities.
1.8 BURNING
Burning will not be permitted.
1.9 RELOCATIONS
Perform the removal and reinstallation of relocated items as indicated with
workmen skilled in the trades involved. Repair items to be relocated which
are damaged or replace damaged items with new undamaged items as approved
by the Contracting Officer.
1.10 Required Data
Demolition plan shall include procedures for coordination with other work
in progress, a disconnection schedule of utility services, and a detailed
description of methods and equipment to be used for each operation and of
the sequence of operations.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 EXISTING FACILITIES TO BE REMOVED
3.1.1 Structures
Remove indicated existing structures in their entirety.
3.1.2 Utilities and Related Equipment
SECTION 02220 Page 2

ARMORIES, MCB, CAMP LEJEUNE, NC 05999158
Remove existing utilities, as indicated and terminate in a manner
conforming to the nationally recognized code covering the specific utility
and approved by the Contracting Officer. Remove meters and related
equipment and deliver to a location on the station in accordance with
' instructions of the Contracting Officer. If utility lines are encountered
that are not shown on drawings, contact the Contracting Officer for further
instructions.
3.1.3 Paving and Slabs
Remove concrete and asphaltic concrete paving and slabs as indicated.
Provide neat sawcuts at limits of pavement removal as indicated.
3.2 FILLING
' Fill holes in accordance with Section 02315, "Excavation and Fill".
3.3 DISPOSITION OF MATERIAL
' 3.3.1 Title to Materials
Except where specified in other sections, all materials and equipment
removed, and not reused, shall become the property of the Contractor and
' shall be removed from Government property.
3.4 CLEANUP
3.4.1 Debris and Rubbish
Remove and transport debris and rubbish in a manner that will prevent
spillage on pavements, streets or adjacent areas. Clean up. spillage from
' pavements, streets and adjacent areas.
- End of Section --
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' SECTION 02220 Page 3

ARMORIES, MCB, CAMP LEJEUNE, NC
SECTION 02231
CLEARING AND GRUBBING
09/99
PART 1 GENERAL
Not used.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
B3.1 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
Protection shall be in accordance with Section 01575, "Temporary
Environmental Controls."
3.1.3 Utility Lines
05999158
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
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 01575, "Temporary Environmental Controls," for additional utility
protection.-
3.2 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. Cut off flush with or below the original
ground surface trees, stumps, roots, brush, and other vegetation in areas
to be cleared, except for trees and vegetation indicated or directed to be
left standing.
3.3 TREE REMOVAL
Where indicated, remove designated trees and stumps and grub roots.
3.4 GRUBBING
Remove and dispose of roots larger than 75 mm in diameter, matted roots,
and stumps. Fill depressions made by grubbing with suitable material and
compact in accordance with the requirements specified in Section 02315,
"Excavation and Fill" to make the new surface conform with the existing
adjacent surface of the ground.
SECTION 02231 Page 1

ARMORIES, MCB, CAMP LE7EUNE, NC
05999158
3.5 DISPOSAL OF CLEARED AND GRUBBED MATERIALS
3.5.1 Nonsaleable Materials
Remove from the project site and dispose of off station.
-- End of Section --
SECTION 02231 Page 2

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
SECTION 02315
EXCAVATION AND FILL
'
09/00
PART 1
GENERAL'
1.1 REFERENCES
The publications
listed
below form a part of this specification to the
extent
referenced. The
publications are referred to in the text by the
basic designation
only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM C
33
(1999; Rev. A) Concrete Aggregates
ASTM C
136
(1996; Rev. A) Sieve Analysis of Fine and
Coarse Aggregates
ASTM D
698
(1991) Laboratory Compaction
Characteristics of Soil Using Standard
Effort (12,400 £t-lbf/ft (600 kN-m/m))
ASTM D
1140
(1997) Amount of Material in Soils Finer
Than the No. 200 (75-Micrometer) Sieve
ASTM D
1556
(1990; R 1996) Density and Unit Weight of
Soil in Place by the Sand -Cone Method
ASTM D
1557
(1991; R 1998) Laboratory Compaction
Characteristics of Soil Using Modified
Effort (56,000 £t-lb£/ft (2,700 kN-m/m))
ASTM D
2321
(1989; R 1995) Underground Installation of
Thermoplastic Pipe for Sewers and Other
Gravity -Flow Applications
'
ASTM D
2487
(1998) Classification of Soils for
Engineering Purposes (Unified Soil
Classification System)
'
ASTM D
2912
(1996) Density of Soil and Soil -Aggregate
in Place by Nuclear Methods (Shallow Depth)
ASTM D
3017
(1996).Water Content of Soil and Rock in
Place by Nuclear Methods (Shallow Depth)
ASTM D
3786
(1987) Hydraulic Bursting Strength of
Knitted Goods and Nonwoven Fabrics -
Diaphragm Bursting Strength Tester Method
ASTM D
4318
(1998) Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
'
ASTM D
4355
(1992) Deterioration of Geotextiles from
Exposure to Ultraviolet Light and water
(Xenon -Arc Type Apparatus)
'
ASTM D
4491
(1996) Water Permeability of Geotextiles
by Permittivity
'
ASTM D
1533
(1991; R 1996) Trapezoid Tearing Strength
of Geotextiles
SECTION 02315 Page 1
'

I
ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
ASTM D 4632 (1991; R 1996) Grab Breaking Load and
Elongation of Geotextiles
ASTM D 4751 (1995) Determining Apparent Opening Size
of a Geotextile
ASTM D 4759 (1988; R 1996) Determining the
Specification Conformance of Geosynthetics
ASTM D 4833 (1988; R 1996) Index Puncture Resistance
of Geotextiles, Geomembranes, and Related
Products
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA C600 (1999) Installation of Ductile -Iron Water
Mains and Their Appurtenances
CORPS OF ENGINEERS (COE)
COE EM-385-1-1 (1996) Safety and Health Requirements
Manual
ENVIRONMENTAL PROTECTION AGENCY (EPA)
EPA SW-646
EPA 600/4-79-020
1.2 DEFINITIONS
1.2.1 Hard Materials
1986 Test Methods for Evaluating Solid
Waste (Physical/Chemical Methods)
1983 Methods for the Chemical.Analysis of
Water and Wastes
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.
1.2.2 Rock
Solid homogeneous interlocking crystalline material with firmly cemented,
laminated, or foliated masses...or conglomerate deposits, neither of which
can be removed without systematic drilling and blasting, drilling and the
use of expansion jacks or feather wedges, or the use of backhoe-mounted
pneumatic hole punchers or rock breakers; also large boulders, buried
masonry, or concrete other than pavement exceeding 0.375 cubic meter in
volume Removal of hard material will not be considered rock excavation
because of intermittent drilling and blasting that is performed merely to
increase production.
1.2.3 Cohesive Materials
Materials ASTM D 2487 classified as GC, SC, ML, CL, MH, and CH. Materials
classified as GM and SM will be identified as cohesive only when the fines
have a plasticity index greater than zero..
1.2.4 Cohesionless Materials
- Materials ASTM D 2487 classified as GW, GP, SW, and SP. Materials
classified as GM and SM will be identified as cohesionless only when the
tfines have a plasticity index of zero.
. SECTION 02315 Page 2

. ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
1.3 SUBMITTALS
Submit the following in accordance with Section 01330, "Submittal
Procedures."
SD-02 Shop Drawings
Supporting system drawings
SD-05 Design Data
Supporting system calculations
SD-06 Test Reports
Borrow Site Testing
Fill and backfill test
Select material test
Porous fill test for capillary water barier
Density tests
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. Blasting will not be permitted.
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 SW-846 Method
5030/8020. TCLP shall be performed in accordance with EPA SW-846 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,
PART 2 PRODUCTS
2.1 SOIL MATERIALS
I I
SECTION 02315 Page 3

I. - ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
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.
2.1.1 Common Fill
Approved, unclassified soil material with the characteristics required to
compact to the soil density specified for the intended location.
2.1.2 Backfill and Fill Material
ASTM D 2487, classification GW, GP, GM, GC, SW, SP, SM, SC 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.
2.1.3 Topsoil
Natural, friable soil representative of productive, well -drained soils in
the area, free of subsoil, stumps, rocks larger than 25 mm diameter, brush,
weeds, toxic substances, and other material detrimental to plant growth.
Amend topsoil pH range to obtain a pH of 5.5 to 7.
2.1.4 Select Material
ASTM D 2487, classification GW, GP, SW, SP.
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 "Soil Materials."
' 2.3 BORROW
Obtain borrow materials required in excess of those furnished from
excavations from sources outside of Government property.
2.4 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
Gray: Compressed Air
2.4.1 Warning Tape for Metallic Piping
SECTION 02315 Page 4

I. • ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
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.
2.4.2 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.
2.5 DETECTION WIRE FOR NON-METALLIC PIPING
Detection wire shall be insulated single strand, solid copper with a
minimum of 12 AWG..
2.6 MATERIAL FOR RIP -RAP
Bedding material, filter fabric and rock conforming to these requirements.
' 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.
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2.6.2 Rock
Rock fragments sufficiently durable to ensure permanence in the structure
and the environment in which it is to be used. Rock fragments shall be
free from cracks, seams, and other defects that would increase the risk of
deterioration from natural causes. The size of the fragments shall be such
that no individual fragment exceeds a weight of 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.
2.6.3 Filter Fabric
Provide a pervious sheet of polyester, nylon, glass or polypropylene,
ultraviolet resistant filaments woven, spun bonded, fused, or otherwise
manufactured into a nonraveling fabric with uniform thickness and strength.
The fabric shall have the following manufacturer certified minimum average
roll properties as determined by ASTM D 4759.
Grab tensile strength
(ASTM D 4632) machine
and transversed direction
Grab elongation
(ASTM D 4632) machine
and transversed direction
Puncture resistant
(ASTM D 4833)
min. 800 N
min. 15 percent
min. 356 N
I
SECTION 02315 Page 5

1'. ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
Mullen burst strength min. 2,000 kPa
(ASTM D 3786)
Trapezoidal tear strength min. 222 N
(ASTM D 4533)
Apparent opening size 0.6 mm
(ASTM D 4751)
Apparent opening size See Criteria Below
(ASTM D 4751)
' Soil with 50 percent or less particles by weight passing US 75 micrometers
Sieve, AOS less than 0.6 mm (greater than 600 micrometers US Std. Sieve)
Soil with more than 50 percent particles by weight passing US 75
' micrometers Sieve, AOS less than 0.297 mm (greater than 300 micrometers
US Std. Sieve)
Permeability (ASTM D 4491) k fabric greater than k soil
Ultraviolet Degradation 70 Percent Strength Retained at
(ASTM D 4355) 150 hours
PART 3 EXECUTION
3.1 SURFACE PREPARATION
' 3.1.1 Clearing and Grubbing
Unless indicated otherwise, remove trees, stumps, logs, shrubs, and brush
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.
3.1.2 Stripping
' Strip existing topsoil to a depth of 100 mm without contamination by
subsoil material. Stockpile topsoil separately from other excavated
material and locate convenient to finish grading area.
3.1.3 Unsuitable Material
Remove vegetation, debris, decayed vegetable matter, sod, mulch, and
rubbish underneath paved areas or concrete slabs._
' 3.1.4 Building Site Preparation
Perform building site preparation as indicated.
3.2 PROTECTION
3.2.1 Protection Systems
' Provide shoring, bracing, cribbing, underpinning, and sheeting in
accordance with COE EM-385-1-1, except that banks may be sloped only when
approved by the Contracting Officer.
' 3.2.2 Drainage and Dewatering
Provide for the collection and disposal of surface and subsurface water
encountered during construction.
' 3.2.2.1 Drainage
So that construction operations progress successfully, completely drain
construction site during periods of construction to keep soil materials
SECTION 02315 Page 6

1 . , ARMORIES, MCB, CAMP LEJEUNE, NC
059991SB
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. 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.
3.2.2.2 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 0.6 m
below the working level.
3.2.3 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.
3.2.4 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.
3.3 EXCAVATION
The Contractor shall coordinate excavations with Base Public Works Office
' and comply with all Base regulations for 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 Contractors operations, soils softened or made unsuitable for
subsequent construction due to exposure to weather. Refill with backfill
and fill material and compact to 95 percent of ASTM D 698.
' 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 overexcavations with
' concrete during foundation placement.
3.3.2 Pipe Trenches
Excavate to the dimension indicated. Grade bottom of trenches to provide
' uniform support for each section of pipe after pipe bedding placement.
3.4 FILLING AND BACKFILLING
Fill and backfill to contours, elevations, and dimensions indicated.
SECTION 02315 Page 7

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
Compact each lift before placing overlaying lift.
3.4.1 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 boading, rolling with a smooth roller, or
both.
3.4.2 Backfill and Fill Material Placement
Provide for paved areas and under concrete slabs, except where select
material is provided. Place in 150 mm lifts. 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.
3.4.3 Select Material Placement
Provide under porous fill of structures not pile supported. Place in 150 mm
lifts. 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.
3.4.4 Porous Fill Placement
Provide under floor slab on a compacted subgrade- Place in 100 mm lifts.
3.4.5 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.
3.4.5.1 Bedding Requirements
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 11: Coarse sands and gravels with maximum particle size of
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.
3.5 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.
3.6 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
SECTION 02315 Page 8

�• ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
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
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•
3.7 COMPACTION
Expressed as a percentage of maximum density. Determine in -place density
of existing subgrade; if required density exists, no compaction of existing
subgrade will be required.
3.7.1 General Site
Compact underneath areas designated for vegetation and areas outside the
1.5 meter line of the structure to 95 percent of ASTM D 698.
3.7.2 Structures, Spread Footings, and Concrete Slabs
Compact top 300 mm of subgrades to 95 percent of ASTM D 698. Compact
common fill, fill and backfill material and select material to 95 percent
of ASTM D 698.
3.7.3 Porous Fill for Capillary Water Barrier
Compact with two passes of a hand -operated, plate type vibratory compactor.
3.7.4 Adjacent Area
Compact areas within 1.5 m of structures to 95 percent of ASTM D 698.
3.7.5 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.
' 3.8 FINISH OPERATIONS
3.8.1 Grading
Finish grades as indicated within 30 mm. Grade areas to drain water away
from structures. For existing grades that will remain but which were
disturbed by Contractor's operations, grade as directed.
' 3.8.2 Seed
Provide as specified in Section 02823, "Re-establishing Vegetation."
3.8.3 Protection of Surfaces
Protect newly graded areas from traffic, erosion; and settlements that may
occur. Repair or reestablish damaged grades, elevations, or slopes.
3.9 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.
3.10 FIELD QUALITY CONTROL
3.10.1 Sampling
SECTION 02315 Page 9

1'. ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
1 Take the number and size of samples required to perform the following tests.
3.10.2 Testing
Perform one of each of the following tests for each material used. Provide
additional tests for each source change.
3.10.2.1 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.
3.10.2.2 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.
3.10.2.3 Porous Fill Testing
Test porous fill in accordance with ASTM C 136 for conformance to gradation
specified in ASTM C 33.
' 3.10.2.4 Density Tests
Test density in accordance with ASTM D 1556, or ASTM D 2922. and ASTM D 3017.
' 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.
' -- End of Section
11
u
11
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ARMORIES, MCB, CAMP LEJEUNE, NC
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SECTION 02630
STORM DRAINAGE
09/99
PART 1
GENERAL
1.1 REFERENCES
The publications listed below
form a part of this specification to the
extent referenced. The publications are referred to in the text by the
basic
designation only.
AMERICAN ASSOCIATION
OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO)
AASHTO
M198
(1994) Joints for Circular Concrete Sewer
and Culvert Pipe Using Flexible Watertight
Gaskets
AMERICAN SOCIETY FOR
TESTING AND MATERIALS (ASTM)
ASTM
A 497
(1995) Steel Welded Wire Fabric, Deformed,
for Concrete Reinforcement
ASTM
A 615/A 615M
(1996; Rev. A) Deformed and Plain
Billet -Steel Bars for Concrete
Reinforcement
ASTM
A 760/A 760M
(1995; Rev. B) Corrugated Steel Pipe,
Metallic -Coated for Sewers and Drains
ASTM
A 762/A 762M
(1995; Rev. A) Corrugated Steel Pipe,
Polymer Precoated for Sewers and Drains
ASTM
A 798/A 798M
(1995) Installing Factory -Made Corrugated
Steel Pipe for Sewers and Other
Applications
ASTM
A 849
(1995) Posted -Applied Coatings, Pavings,
and.Lining for Corrugated Steel Sewer and
Drainage Pipe
ASTM
C 32
(1993) Sewer and Manhole Brick (Made from
- Clay or Shale)
ASTM
C 62
(1997) Building Brick (Solid Masonry Units
Made from Clay or Shale)
ASTM
C 139
(1997) Concrete Masonry Units for
Construction of Catch Basins and Manholes
ASTM
C 270
(1997) Mortar for Unit Masonry -
ASTM
C 361
(1997) Reinforced Concrete Low -Head
Pressure Pipe
ASTM
C 443M
(1994) Joints for Circular Concrete Sewer
and Culvert Pipe, Using Rubber Gaskets
(Metric)
ASTM
C 476
(1995) Grout for Masonry
ASTM
C 478M
(1996; Rev. A) Precast Reinforced Concrete
SECTION 02630 Page 1

• ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
11
11
Manhole Sections (Metric)
ASTM C 923M
(1996) Resilient Connectors Between
Reinforced Concrete Manhole Structures,
Pipes and Laterals (Metric)
ASTM D 2321
(1989; R 1995) Underground Installation of
Thermoplastic Pipe for Sewers and Other
Gravity -Flow Applications
ASTM D 2564
(1996; Rev. A) Solvent Cements for
Poly(Vinyl Chloride) (PVC) Plastic Piping
systems
ASTM D 2729
(1996) Poly(Vinyl Chloride) (PVC) Sewer
Pipe and Fittings
ASTM D 3034
(1996) Type PSM Poly(Vinyl Chloride) (PVC)
Sewer Pipe and Fittings
ASTM D 3212
(1996; Rev. A) Joints for Drain and Sewer
Plastic Pipe Using Flexible Elastomeric
Seals
ASTM D 4101
(1996; Rev. A) propylene Plastic Injection
and Extrusion Materials
ASTM F 477
(1996; Rev. A) Elastomeric Seals (Gaskets)
for Joining Plastic Pipe
ASTM F 949
(1996; Rev. A) Poly(Vinyl Chloride) (PVC)
Corrugated Sewer Pipe with a Smooth
Interior and Fittings
CODE OF FEDERAL
REGULATIONS (CFR)
29 CFR 1910.27
Fixed Ladders
COMMERCIAL ITEM
DESCRIPTIONS (CID)
CID A-A-60005
(1996) 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
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.
11
SECTION 02630 Page 2

'• ^ ARMORIES, MCB, CAMP LEJEUNE, NC 05999158
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 03300, 'Cast -In -Place Concrete."
1.3.2 Handling
Handle pipe, fittings, and other accessories in a manner to ensure delivery
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 Corrugated Steel Piping
2.1.1.1 Corrugated Steel Pipe and Fittings
■ ASTM A 760/A 760M, Type I, annular or helical corrugations. Steel sheet
for pipe shall be zinc -coated. Bituminous coating shall conform to ASTM,A
849. Fabricate fittings of the same material as the pipe with strength not
less than that of the pipe, and having the same size and shape of
corrugations as the pipe. Helically corrugated pipe and fittings, when
used with hugger -type coupling bands, shall have factory -rolled annular
corrugations at each end. Provide coating as follows:
i
■ a. Annular corrugations: Fully bituminous coated.
' b_ Helical corrugations: Helically -corrugated pipe and fittings,
when used with pipe joints, shall have a minimum of two
factory -rolled annular corrugations at each end. Fully bituminous
coated for all pipe diameters.
' 2.1.1.2 Jointing Materials for Corrugated Steel Piping
Coupling bands shall be as specified in ASTM_A 760/A_760M and ASTM A 762/A
762M. Connecting angles shall be omitted and the circumference of the band
' shall be such that when coupled, a 75 mm lap will be provided. Coupling
bands shall be bituminous coated to a minimum thickness of 1.25 mm. For
tightening each coupling band, provide four 38 mm diameter zinc -coated
steel rod hoops with silo lugs. Gaskets shall be cylindrical in shape,
fabricated of 10 mm thick by 163 mm minimum width rubber, diameter of
cylindrical gasket shall be 10 percent less than the nominal pipe diameter.
Coupling bands may also be hugger type, having a flat central section with
a corrugated section near each end designed to mesh with the annular
corrugation on the pipe, and with two -bolt steel bar -and -strap connector.
Gaskets for use -with hugger type bands shall be O-ring type; 30 mm
diameter, conforming to requirements specified for rubber gaskets in ASTM C
1
361.
2.1.2 Polyvinyl Chloride (PVC) Plastic Piping (For use as Roof Drains only)
2.1.2.1 PVC Plastic Pipe and Fittings
ASTM D 3034, shall be SDR 35, having ends adaptable for elastomeric gasket
joints.
' 2.1.2.2 Joints and Jointing Material for PVC Plastic Piping
SECTION 02630 Page 3
1 .

ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
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.
2.2 CONCRETE MATERIALS
' Provide as specified in Section 03300, "Cast -In -Place Concrete."
2.3 MISCELLANEOUS MATERIALS
2.3.1 Drainage Structures
Construct of clay brick, solid concrete masonry units or concrete, except
that headwalls, gutters, top of curb inlets, and bases shall be 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. Bases 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 M198, Type B gaskets for joint connections. . Provide a 100 mm
layer of clean gravel bedding with a maximum size of 50 mm.
' 2.3.2 Masonry Materials
Shall conform to the following specifications and other requirements
specified hereunder.
2.3.2.1 Brick
ASTM C.32, Grade MS, or ASTM C 62, Grade SW, except that the absorption
test will be waived.
2.3.2.2 Concrete Masonry Units
ASTM C 139.
2.3.2.3 Mortar
' ASTM C 270, Type M.
�2.3.2.4 Water
Water for masonry mortar shall be fresh, clean, potable.
2.3.2.5 Grout
1 ASTM C 476.
2.3.3 Metal Items
2.3.3.1 Frames, Covers, and Gratings
SECTION 02630 Page 4

t ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
Shall be cast iron conforming to CID A-A-60005, figure numbers as follows.
a. Traffic manhole: Provide in paved areas.
Frame! Figure 1, Size 22A
Cover: Figure 8, Size 22A
Steps: Figure 19
b. Non -traffic manhole:
Frame: Figure 4, Size 22
Cover: Figure 12, Size 22
Steps: Figure 19
2.3.3.2 Drainage Structure Steps
Zinc -coated steel conforming to 29 CFR 1910.27. As an option, plastic or
rubber coating pressure -molded to the steel may be used. 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. For curb inlets, steel sump ladder rungs as indicated may be used in
lieu of cast-iron steps; rungs shall be zinc -coated after fabrication.
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.
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 as indicated. Riprap shall be as specified in Section 02315,
"Excavation and Fill."
2.6 PERFORATED POLYVINYL CHLORIDE (PVC) PIPING
ASTM D 2729 for pipe and fittings. Provide synthetic nylon drain sock
around perforated pipe. Drain sock shall meet following requirments:
Weight 28 gram/square meter
(ASTM D 3776)
Burst Strength 193 kPa
(STM D 3786)
Equivalent Opening Size (EOS) 50
(COE-W 02215)
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.
SECTION 02630 Page 5

, -, ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
3.1.1.2 Earthwork
Perform earthwork operations in accordance with Section 02315, "Excavation,
and Fill."
3.1.1.3 Pipe Laying and Jointing
BInspect 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 ends
in the upgrade direction. Adjust spigots in bells to produce a uniform
space. Blocking or wedging between bells and spigots 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 trade. 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 Corrugated Metal Piping
t Install corrugated steel pipe and fittings in accordance with the general
requirements for installation of pipelines and with the recommendations of
ASTM B 78B and ASTM A 798/A 798M, respectively, except as otherwise
specified in the other subparagraphs hereunder.
a. Pipe laying: Handle pipe carefully so as not to damage coating.
If damage occurs, give damaged areas of pipe and couplings an
application of coating equal to that specified for the pipe;
remove pipe on which coating has been damaged to such extent that
satisfactory repairs cannot be made and replace with new, as
determined by the Contracting Officer.
b. Joint: Make joints using the coupling bands previously specified
for this purpose. In making pipe joints, keep space between pipe
and coupling free from dirt and grit so that corrugations will fit
snugly. While tightening the coupling band, tap it with a
soft -head mallet of wood, rubber, or plastic to take up slack and
ensure a tight joint.
' 3.1.2.2 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.
3.1.3 Concrete Work
Perform cast -in -place concrete work in accordance with Section 03300,
"Cast -In -Place Concrete."
SECTION 02630 Page 6

_� ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
1 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
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. Make castings sound and
1 f
ree from warp, cold shuts, and blow holes that may impair their strength
r appearance. Give exposed surfaces a smooth finish with sharp
ell -defined lines and arises. Provide rabbets, lugs, and brackets
wherever necessary for fitting and support.
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 d abor, equipment, and incidentals required for testing. Be
1 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
Provide leakage tests for all pipes draining detention basins.
' 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
pipeline section to be tested, make exfiltration test by filling the line
I
SECTION 02630 Page 7

.� ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
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 03300, "Cast -In -Place
Concrete."
-- End of Section --
SECTION 02630 Page 8

-'- ARMORIES, MCB, CAMP LEJEUNE, NC
05999158
SECTION 02823
RE-ESTABLISHING VEGETATION
10/99
PART 1 GENERAL
1.1 GENERAL REQUIREMENTS
The work covered by this section consists of preparing seedbeds; furnishing
and placing limestone, fertilizer, seed and plants; compacting seedbeds;
furnishing, placing, and securing mulch; mowing; and other operations
necessary for the permanent establishment of grasses and plants.
Seeding, mulching and planting shall be performed on all earth areas
disturbed by construction. Provide plants where indicated. The Contractor
' shall adapt his operations to variations in weather or soil conditions as
necessary for the successful establishment and growth.
The quantity of mowing to be performed will be affected by the actual
conditions which occur during the construction of the project. The
quantity of mowing may be increased, decreased, or eliminated entirely at
the direction of the Contracting Officer. Such variations in quantity will
not be considered as alterations in the details of construction or a change
' in the character of the work.
PART 2 PRODUCTS
r 2.1 FERTILIZER
The quality of all fertilizer and all operations in connection with the
furnishing of this material shall comply with the requirements of the North
Carolina Fertilizer Law and with the rules and regulations, adopted by the
North Carolina Board of Agriculture in accordance with the provisions of
said law, in effect at the time of sampling. Fertilizer shall be 10-10-10.
Dry fertilizer shall have been manufactured from cured stock. Liquid
fertilizer shall be stored and cared for after manufacture in a manner that
will prevent loss of plant food values.
2.2 LIMESTONE
The quality of all limestone and all operations in connection with the
furnishing of this material shall comply with the requirements of the North
Carolina Lime Law and with the rules and regulations adopted by the North
Carolina Board of. Limestone shall be agricultural grade ground Dolomitic
limestone. All limestone shall contain not less than 90 percent calcium
carbonate equivalents. Dolomitic limestone shall contain not less than 10
percent of magnesium. Dolomitic limestone shall be so graded that at least
90 percent will pass through a U.S. Standard 20 mesh screen, and at least
35 percent will pass through a U.S. Standard 100 mesh screen.
2.3 SEED
The quality of all seed and all operations in connection with the
furnishing of this material shall comply with the requirements of the North
Carolina Seed Law and with the rules and regulations adopted by the North
Carolina Board of Agriculture. Seed shall have been approved by the North
Carolina Department of Agriculture before being sown. No seed will be
accepted with a date of test more than 8 months prior to the date of
sowing, excluding the month in which the test was completed. Seed mix by
weight shall be 50%� KY-31 Fescue, 20t Annual Rye, 301 Unhulled Bermuda.
SECTION 02823 Page 1

ARMORIES, MCB, CAMP LEJEUNE, NC 05999158
2.4 MULCH FOR EROSION CONTROL
Mulch for erosion control shall consist of grain straw or other acceptable
material, and shall have been approved by the Contracting Officer before
being used. All mulch shall be reasonably free from mature seed bearing
stalks, roots, or bulblets. Material for holding mulch in place shall be
asphalt or other approved binding material.
2.5 MATTING FOR EROSION CONTROL
2.5.1 General
Matting for erosion control shall be or excelsior matting. Other
acceptable material manufactured especially for erosion control may be used
when approved by the Contracting Officer in writing before being used.
Matting for erosion control shall not be dyed, bleached, or otherwise
treated in a manner that will result in toxicity to vegetation.
2.5.2 Excelsior Matting
Excelsior matting shall consist of a machine produced mat of curled wood
excelsior a minimum of 47 inches in width. The mat shall weigh 0.53 kg per
square meter (0.975 pounds per square yard) with a tolerance of plus or
minus 10 percent. At least 80 percent of the individual excelsior fibers
shall be 150 mm (6 inches) or more in length. The excelsior fibers shall
be evenly distributed over the entire area of the blanket. One side of the
excelsior matting shall be covered with an extruded plastic mesh. The mesh
size for the plastic mesh shall be a maximum of 25 mm x 25 (1 inch x 1
inch).
2.6.3 Wire Staples
Staples shall be machine made of No. 11 gage new steel wire formed into a
"U" shape. The size when formed shall be not less than 150 mm (6 inches) in
length with a throat of not less than 25 mm (1 inch) in width.
2.6 WATER
Water used in the planting or care of vegetation shall meet the
' requirements of Class C fresh waters as defined in 15 NAC 2B.0200.
2.7 PLANT MATERIALS - NURSERY GROWN
All plants shall be as indicated. Container growth plants may be used in
lieu of bailed and burlapped plants. Grading of plants, size of root
balls, and type and minimum dimensions of containers shall conform to the
specifications contained in the edition of American Standard for Nursery
Stock_ Plants shall not be cut back from larger sizes to meet the sizes
indicated. All plants shall be first-class representatives of their
species or varieties. The root system shall be vigorous and well -developed.
' Plants to be balled and burlapped (B&B) shall be dug so as to retain as
many fibrous roots as possible, and shall come from soil which will form a
firm ball. The soil in the ball shall be the original and undisturbed soil
in which the plant has been grown. The plant shall be dug, wrapped,
transported, and handled in such a manner that the soil in the ball will
not become frozen, or loosened so as to cause stripping of the small
feeding roots or movements of the soil away from contact with such roots.
Container grown plants shall be
healthy, vigorous,
well -rooted, and shall
1
have become established in the container in which
they are delivered. -
These plants shall have been in
the container long
enough for the fibrous
roots to have developed so that
the root mass will
retain its shape and
hold together when removed from
the container.
I
SECTION 02823 Page 2

ARMORIES, MCB, CAMP LEJEUNE, NC 05999158
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
The work shall be performed immediately upon completion of earthwork areas.
No exception will be made to this requirement unless otherwise permitted in
writing by the Contracting Officer. Upon failure or neglect on the part of
the Contractor to coordinate his grading with seeding and mulching
operations and diligently pursue the control of erosion and siltation, the
Contracting Officer may suspend the Contractor's operations until such time
as the work is coordinated in a manner acceptable to the Contracting
Officer.
3.2 SEEDBED PREPARATION
The Contractor shall cut and satisfactorily dispose of weeds or other
unacceptable growth on the areas to be seeded. The soil shall then be
scarified or otherwise loosened to a depth of not less than 75 mm (3
inches) except as otherwise provided below or otherwise directed by the
Contracting Officer. Clods shall be broken and the top 50 to 75 mm (2 to 3
inches) of soil shall be worked into an acceptable seedbed by the use of
soil pulverizers, drags, or harrows; or by other methods approved by the
Contracting Officer. All rock and debris 75 mm (3 inches) or larger shall
be removed prior to the application of seed and fertilizer. On cut slopes
that are 2:1 and steeper, both the depth of preparation and the degree of
smoothness of the seedbed may be reduced as permitted by the Contracting
Officer, but in all cases the slope surface shall be scarified, grooved,
trenched, or punctured so as to provide pockets, ridges, or trenches in
which the seeding materials can lodge. On cut slopes that are either 2:1
or steeper, the Contracting Officer may permit the preparation of a partial
or complete seedbed during the initial grading of the slope. If at the
time of final seeding and mulching operations such initial preparation is
still in a condition acceptable to the Contracting Officer, additional
seedbed preparation may be reduced or eliminated. Seedbed preparation
within 2 feet of the edge of any pavement shall be limited to a depth of 50
to 75 mm (2 to 3 inches). The preparation of seedbeds shall not be done
when the soil is frozen, extremely wet, or when the Contracting Officer
determines that it is an otherwise unfavorable working condition.
3.3 LIMESTONE AND FERTILIZER
Limestone may be applied as a part of the seedbed preparation, provided it
is immediately worked into the soil. If not -so applied, limestone and
fertilizer shall be distributed uniformly over the prepared seedbed and
then harrowed, raked, or otherwise thoroughly worked into the seedbed.
Apply fertilizer at the rate of 0.27 kg per m2 (25 pounds per 1000 square
feet). Apply lime at the rate of 0.43 kg per m2 (40 pounds per 1000 square
feet). Application equipment for liquid fertilizer, other than a. hydraulic
seeder, shall be calibrated to ensure that the required rate of fertilizer
is applied uniformly.
3.4 SEEDING
Seed shall be distributed uniformly over the seedbed at the rate of 0.02 kg
per m2 (2 pounds per 1000 square feet). Seed shall be harrowed, dragged,
raked, or otherwise worked so as to cover the seed with a layer of soil.
The depth of covering shall be 6 mm (1/4 inch). When a hydraulic seeder is
used for application of seed and fertilizer, the seed shall not remain in
water containing fertilizer for more than 30 minutes prior to application
unless otherwise permitted by the Contracting officer. Immediately after
seed has been properly covered the seedbed shall be compacted in the manner
and degree approved by the Contracting Officer.
3.5 MULCHING
SECTION 02823 Page 3

ARMORIES, MCB, CAMP LEJELZlE, NC
05999158
All seeded areas shall be mulched. Grain straw or excelsior mat may be
used as mulch at any time of the year. Mulch shall be applied within 24
hours after completion of seeding unless otherwise permitted by the
Contracting Officer. Care shall be exercised to prevent displacement of
soil or seed or other damage to the seeded area during the mulching
operations. Mulch shall be uniformly spread by hand or by approved
mechanical spreaders or blowers which will provide an acceptable
application. An acceptable application will be that which will allow some
sunlight to penetrate and air to circulate but also partially shade the
--Otinc re -duce rer osi on.. an'� Ov_^_=er�'n s2il moisture . M:;_C:: shall be held in
_ S-ZG�
place by Gpp_ying a s ff_` C::ienz. amount of asp.na_:_ or o_ :er approved nLnding
material to assure that the mulch is properly held in place, The rate and
method of application of binding material shall meet the approval of the
Contracting Officer. where the binding material is not applied directly
with the mulch it shall be applied immediately following the mulch
application. Duriic `.!1e appl'_cat?3n Of binding material, adecruate
P-ec all_icns shall be taken tostructures,prevent camace to vehicles, structures,
-
auarQra"i ls, and devices. A.r=as where seeding and mulching have been
performer. shall be maintalne^. in a sa _sfactory condition until final
acceptance of the _p=o3ect. Maintenance shall include mowing at the
lacatio: and ..imes directs- by the rontractin= Officer. Areas of damage or
failure due to ar_y cause shall be corrected by being repaired or by being
c omDle.._-iv redone as maze be .---e.^..tp' by
the Contras--n.. _fficer.
l i Install ::he ma. ,.-n Der ...7e manufat, ...rer ° s pr'..e- instructions.
3.6 p-,-.?%TING
shall be care v,•ne_. ._ _emD__G�.__ _s olio~ C, de�r­ees_
-ez7ree-z j . ?_e_._ise '.:..most Mare any: use adequate 7reca..-_Ons Z10 prevent
lie root~ o- :.filled and burlapDed ^�Iants, -if-_ not imme-.ately planted after
deliverv, Sha'_l be adectaate1v protect-d bv a soil or sawdust covering that
_5 k enz moist c=stantly _n an acceptable ma ne r aDDro .ate to weather or
seaSonal Ooiiai:i Ions . - -
�occ.._c'__c for la _S and for areas to be Ala: .Zed, Dr refo_es..ed
' Sena l be Locate:. and marKed'e t.,Ie c7zoun b�' the Cont-rac:= _DG1or to
-lcg.n� tl an.. .Z 'laS . l aye k.7 1 not n�ceSsar'�l\' �� needed -or all plants
re:l:ire-'Dv the contract, but shG_1 be used on DOr__o__, Df tn- Drolect
._t._ ^l^ant locations apDrcveA
' Shrubs -and trees sh=11 be pruned aster planting as shown on the plans or as
directed b: zine Coh..rac.._ng Officer. 5 c.. -oru-ing shall be in accprdanCe
the=:e -ea _ �_ _ l _t,..' ^_ c� g
�^A J-a. .., -- -fair a.^. e�.. _Z ^. - - -G..-_ _, an- G''u�r-.n
-V s::Qpe, sl.z , an conu�.. 1.7�1 J� t.Z'� ''_nv_,%iC�..LG.I .0 a 1�.
' Lfter --he plant hole is dug, the walls and -floor" of plant hole shall be
scar>_��eo. The plant shall then be placed 'in ..he prepared olanL hole at
the proper level,
regards to depth, alignment, final grade of the
surrounding crou-nd: evel , and Ser,._ral-placeme_^.t o_ the trun3.. This
position shall be maintained during all subseluent bac:_-i114ng and watering
ODerationS. The depth to which Plants are to be set s':all be the same as
1n the nursery cr collection site unless otherwise directed.
Ater on -half to two-t°'_.rds of the backffilling and tamping has been
completed, and if the soil in the plant holes is not sufficiently moist it
shall be moistened with water. The cruantity of water applied shall, be such
as to moisten all soil particles but shall not be an amount that will
saturate the soil to the ey,4ent of excluding all air from around the roots.
After absorption of the water is sufficiently complete, the remainder of
' the bachfill shall be placed.
I
SECTION 02823 Page 4

ARMORIES, MCS, CAMP LEJEUNE, NC 05999158
Water rings shall be constructed around all plants except reforestation
plants in accordance with details shown on the plans. A water ring shall
consist of a ridge of firmed soil in a ring around the plant and of a
minimum inside diameter equal to the diameter of the plant hole. .This
ridge shall be approximately 150 mm (6 inches) high and shall be compacted
firmly enough to hold water.
Mulch the water ring area. The depth of mulch shall be approximately 100 mm
(4 inches) .
Water at the time of planting and at intervals required to maintain the
plant in a healthy condition. Watering shall be done with gravity flow or
low pressure applicators which will not cause holes or washes around the
plant root system. The soil around each plant shall be thoroughly
saturated at each watering.
Plants shall be staked or guyed. Care shall be taken to ensure that the
plant is attached and held rigid to the support in a manner that will
prevent chafing or other injury to the bark, and that will permit normal
development of the trunk or branch.
End of Section
SECTION 02823 Page 5

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OF
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
!North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
October 18, 2002
Cdr. Steve Scanlan, Public Works Officer
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28542-0004
Subject: Permit No. SW8 020532
HQ Armory N62470-99-R-9158
High Density Stormwater Project
Onslow County
Dear Cdr. Scanlan:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for HQ Armory on August 21, 2002. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 020532 dated October 18,
2002, for the construction of HQ Armory.
This permit shall be effective from the date of issuance until October 18, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis, or me at [phone],
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1020532.00T
cc: Kevin Avolis, P.E.
Onslow County Building Inspections
Division of Coastal Management
Linda Lewis
Wilmington Regional Office
Central Files
_ 1NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

State Storinwater Management Systems
Permit No. SW8 020532
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
Marine Corps Base
HQ Armory
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules ") and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until October 18, 2012, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
l . .This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 29,506 square feet of impervious area. This pond
must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 020532
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
HQ Armory
Permit Number:
SW8 020532
Location:
Onslow County
Applicant:
Cdr. Steve Scanlan, Public Works Officer
Mailing Address:
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28542-0004
Application Date:
August 21, 2002
Receiving Stream/River Basin/Index #:
White Oak / New River 1 19-(15.5)
Classification of Water Body:
"SC NSW"
Pond Depth, feet:
4
Permanent Pool Elevation, FMSL:
6.56 (2.0 M)
Drainage Area, acres:
0.87
Total Impervious Surfaces, ftz:
29,506
Offsite Area entering Pond, ftz:
5,328
Required Surface Area, ftz:
2,570
Provided Surface Area, ftz:
2,799
Required Storage Volume, ft3:
2,672
Provided Storage Volume, ft3:
2,672
Temporary Storage Elevation, FMSL:
7.26 (2.21 M)
Controlling Orifice:
1" cp pipe
3

State Stormwater Management Systems
Permit No. SW8 020532
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenande necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications; and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of -any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. SW$ 020532
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. Prior to the sale or lease of any portion of the property, the permitted shall notify DWQ
and provide the name, mailing address and phone number of the purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
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. Responsibility for compliance with all permit conditions remains with
the Permittee until such time as the Division approves the formal permit '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) which have 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.
k

State Stormwater Management Systems
Permit No. SW8 020532
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 18th day of October, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
' Division of Water Quality
By Authority of the Environmental Management Commission
I

State Ston-nvater Management Systems
Permit No. SWS 020532
HQ Armory
Stonnwater Permit No. SWS 020532
Onslow County
Designer's Certification
1,
as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Proj ect)
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
7

State Stormwater Management Systems
Permit No. SW8 020532
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. AlI slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. AlI required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections

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August 19, 2002
AVOLIS ENGINEERING, P.A.
RO. Box 15564 • New Bern, North Carolina 28561 • [phone]
Ms. Linda Lewis
Environmental Engineer
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Additional Information, Stormwater Project No. SW8 020532, HQ Marine Armory,
Onslow County, NC
AE Project No. 02015
Dear Ms. Lewis:
This letter and the enclosed drawings are in response to your letter of July 31, 2002. Enclosed,
please find the following:
i . Revised Project Plans (2 Sets)
2. Two Copies of Sheet 2 of 4 of Permit Application.
3. Vicinity Map
The following is a summary of the revisions made:
1. A new vicinity map is attached.
2. The retaining wall retains fill to allow for an elevated loading dock area for truck access.
This is new construction.
3. The grading at the front of the building has been revised to ensure all runoff from
impermeable areas flows to the drop inlets.
4. The drainage area and offsite drainage area has been delineated on the project plans.
5. The width of concrete walks has been delineated on Sheet C5.
6. The 381 mm pipe to the retention pond has been shifted accordingly.
7. A revised Sheet 2 of 4 of the permit application is attached.

r'
We appreciate your assistance with this project. Should you have any questions relating to this
matter or need any additional information, please do not hesitate to call.
ly,
Ke in Avolis, P.E.
Vic -President

O� WATER =
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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
. -- --- - - - -July 31, 2002
Commander S. R. Scanlan, Pubiic Works Officer
Marine Corps Base
1005 Michael Road
Camp Lejeune, NC 28542-0004
Dear Cdr. Scanlan:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
Subject: REQUEST FORADDITIONAL INFORMATION
Stormwater Project No. SW8 020532
HQ Marine Armory
Onslow County
The Wilmington Regional Office received a Stormwater Management Permit Application
for AQ Marine Armory on May 24, 2002. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the storrhwater
review:
l . Please provide a location map that shows how to get to the site from NC 172, and
which clearly indicates the location of this project in relation to the New River,
2. What is the purpose of the concrete retaining wall referred to in Key Note #3 on sheet
C-5, and will it be removed?
3. The proposed grading in front of the building is confusing. Unless you turn up the
contour along the edges of the gravel to force runoff to drain into the drop inlets, a
lot of the runoff will drain into the street or into the ditch and bypass the pond.
4. Please delineate the entire drainage area to the pond, both onsite and offsite and label
each.
5. Please either specify the width of the concrete sidewalk referred to in Key Note #1
on Sheet C-:5 or provide 2 copies of the cited detail sheet C-15.
6. Please relocate the 381 mm PVC drain pipe into the pond at least 20' farther northeast.
The pond does not quite provide a 3:1 length to width ratio. All that shallow area to
the northeast of the inlet will essentially be a dead cone.
7. The Total Project Area reported in Section 111, Part 3 should exclude the offsite
drainage area. The calculations indicate the onsite drainage area is 32,690 ftz, or 0.75
acres. The Drainage Area reported in Section M Part 6 is correct since it should
include both the onsite and offsite drainage areas.
Vf�M
N'CDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

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Cdr. Scanlan
July 31, 2002
Stormwater Project No. SW8 020532
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 August 31, 2002, or the
application will be returned as incomplete. The return of 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.
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,
J
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Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINFO120021020532.JUL
cc: Linda Lewis
Kevin Avolis. P.E.

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
May 20, 2002
Linda Lewis
Water Quality Section
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RECEIVED
MAY 2 44 Z002
BY: IL1
RE: 4-lQ Armory, Marine Corps Base, Camp Lejeune, NC
AE Project No. 02015
Dear Linda:
Enclosed please find the following for the above -referenced project for your review and approval:
• Stormwater Management Permit Application Form (2 Copies)
• Project Plans (2 Copies)
• $420.00 Application Fee
• Project Calculations
• Project Specifications (2 Copies)
Should you have any questions or need any additional information, please do not hesitate to call.
Sincerely,
cc: Tom Tollison
MAY 2 4 02
BY:
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