SW8950708_HISTORICAL FILE_19960108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 6o-l08
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1°I°►�.v 01 as
YYYYMMDD

,$.vate.of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor p E H N F1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
January 8, 1996
Commander W. J. Beaty, USN
Camp Lejeune
c/o 1005 Micheal Road
Camp Lejeune, North Carolina 28547-2521
Subject: Permit No. SW8 950708
Youth Center, Paradise Point
High Density Stormwater Project
Onslow County
Dear Commander Beary:
The Wilmington Regional Office received the Stormwater Application for Youth Center. Paradise Point on July 21, 1995,
with final information on December 18, 1995. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000. We are
forwarding Permit No. SW8 950708 dated January 8, 1996 to Camp Lejeune.
This permit shall be effective from the date of issuance until January 8, 2006 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
ajudicatory 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,
Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORIvIWAT\PERNIM950708.JAN
cc: Gerald DeVito, P.E.
James Gurganus, Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 950708
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Camp Lejeune
Youth Center, Paradise Point
Onslow County
FOR THE
construction, operation and maintenance of stormwater management systems 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 Environmental Management and considered a part of this permit.
This permit shall be effective from the date of issuance until January 8, 2006 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on
page 3 of this permit, the Project Data Sheet.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 950708
DIVISION OF ENVIRONMENTAL MANAGEMENT
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Offsite Area entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
PROJECT DATA
Youth Center, Paradise Point
950708
Onslow County
Commander W. J. Beary, USN
Camp Lejeune
c/o 1005 Micheal Road
Camp Lejeune, North Carolina 28547-2521
July 21, 1995
New River
"SC NSW"
N/A
4.5 feet
28.7 MSL
56,800 square feet
N/A square feet
43,700 square feet
4,509 square feet
7,000 square feet
5,292 cubic feet
26,837 cubic feet
30.6 MSL
6 x 1" pipes
3

State Stormwater Management Systems
Permit No. SW8 950708
4. No homeowner, lot owner or developoer shall be allowed to fill in, alter, or pipe any vegetative
practices (such as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for it's intended use prior to the construction of any built -upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in it's entirety and maintenance must occur at the scheduled
intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure; orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
rd

State Stormwater Management Systems
Permit No. SW8 950708
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DEM. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
5. 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.
6. 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. Mail the Certification to the
Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, North Carolina, 28405,
attention Water Quality Section.
7. 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.
III. GENERAL CONDITIONS
1. 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
Environmental Management 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.
2. Failure to abide'by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Environmental Management, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
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

State Stormwater Management Systems
Permit No. SW8 950708
5. 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.
Permit issued this the 8th day of January, 1995.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW8 950708
2

State Stormwater Management Systems
Permit No. SW8 950708
Youth Center, Paradise Point
Stormwater Project No. 950708
Onslow County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction, of the
project,
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.
Signature
Registration Number
Date
7

POND MAINTENANCE REQUIREMENTS
Project Name: Youth Center, Paradise Point
ResponsibleParty: W. J. Beary - U.S. Government
Address: 1005 Michael Road, Camp Leleune, NC 28547
Project No. SW � `f50-70?3
Phone No.[phone]
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the crifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
II. Quarterly:
A. Inspect the collection system (ie.. catch basins, piping; grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting, riprap or other energy dissipation
strictures will be replaced, and broken pipes will be repaired.
111. Semi-annually:
A. Accumulated sediment from the bottom of the outlet stricture will be removed.
B. The pond depth will be checked at various points. If depth is reduced to 75% of original
design depth or 3 feet whichever is greater, sediment will be removed to at least the
original design depth.
C. Grassed swales, including the vegetated filter if applicable, w_ ill e reseftwice a year
as necessary. �Vf
AUG 22 11995
FROJ # YMoo2 -

POND MAINTENANCE REQUIREMENTS
PAGE 2
IV. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the system will be checked for clogging. The source of the
clogging will be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
V. Special Requirements:
I, w. J. Beary , hereby acknowledge that I am the financially
responsible party for maintenance of this detention pond. I will perform the maintenance as outlined
above, as part of the Certification of Compliance with Stormwater Regulations received for this project.
Signature: Date: 15 August 1995
I, Janice L. Gurganus a Notary Public for the State of North Carolina
Countyof onslow do hereby certify that W. J. Beaty
personally appeared before me this 15th day of August 19 95 , and acknowledge the
due execution of the foregoing instrument. Witness my hand and official seal,
k SEAL
y commission expires 06-20-98
DA/arl: S:\WQS\STORMWAT\FORMS\O&M-POND. FOR

JUL 21 1995
DIVISION OF ENVIROT4MENTA-h-MANAGEMENT
DENSITY
ENGINEERED X
PROJECT DATA
Project Name Youth Center, Paradise Point
Location (County, Township/Municipality, Address, State Road) Onslow County,
Stone Street Camp Leieune Jacksonville North Carolina
Owner's Name
Mailing Address
Phone Number
U.S. Government
1005 Michael Road, Camp Leieune NC 28547-2521
Gerald DeVito [phone] Submittal Date
Brief Description (include map and appropriate drawings) Youth Recreational Facility
Name of Water Body Receiving Stormwater Runoff New River
Classification of Water Body (Map attached) If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results mg/1
State/Federal Permits/Approvals Required (Check appropriate blanks.)
CAMA Major
404 Permit
Other (Specify)
CALCULATION OF BUILT UPON AREA
s`--s
Sedimentation/Erosion Control X
DEM/DHS Sewage Disposal X
Built upon area means that portion of a development that is covered by impervious or partially pervious cover including
buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project includes areas draining to
different water classifications, please note them separately below.
Classification
Built upon area
Total Proiect Area
% Built Upon Area
Allowable B/U Area
l ess -}it on c
Is the Project B/U Axea=P-lager
Subwatershed
B/U Area? No (If no,
% Built upon area = (built upon area / total project area) " 100
Built upon area limits for projects to meet density: SA waters---25%, Other ---30%
STORMWATER COLLECTION SYSTEM
Describe how the runoff will be treated Grass Swale to wet detention
Subwatershed
JUL 2 1 1995
DEM _
�¢svb'i'e� II-9-95
Res�b��++�e� i2-1a-95

BUFFER AREA
49/" ISthe built uponpf�e at least 30 feet from mean high water of all surface waters?
provide a description.
Yes If no, please
(Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed within
30 feet of the mean high water line if the project is intended to meet stormwater control requirements through density
limits.
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
By my signature below, I certify that the recorded deed restrictions and protective covenants for this project shall
limit the allowable built -upon area per lot to square feet inclusive of right-of-way, structures,
pavement, walkways or patios of brick, stone, or slate, not including wood decking, state that the covenants will be
binding on all parties and persons claiming under them, that they will run with the land, and that benefits may be
enforced by the State of North Carolina, therefore, the covenant cannot be changed or deleted without consent of the
State.
CERTIFICATION
I, W. J. Beary, certify that the information included on this submittal form is correct, that the project will be
constructed in conformance with this information, and that to the best of my knowledge, the proposed project
complies with the requirements of 15 NCAC 2H.1003 (b). I authorize the below named person or firm to submit
stormwater plans on my behalf, agd�ggre�-t,�abide by the deed restriction statement above.
l�/L !J� [//� 15 Aug 1995
Owner's Signature U Date
Provide authorized person or firm name and address below:
Gerald DeVito
Hobbs, Upchurch & Associates, P.A.
290 S.W. Broad Street, Southern Pines, NC 28387
I, Janice L. Gurganus a Notary Public for the State of North Carolina
County of Onslow do hereby certify that W. J. Beary
personally appear(-d before me this 15th day of August 19 95 , and acknowledges the due:
ere^ution of the foregoing jpstrugent. Witness my hand and official seal,
Office
cc:

NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
290 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
DEC 1 81995
Ms. Linda Lewis December 11, 1995
DEM - Water Quality Section
127 Cardinal Drive Extension ,Q.p_;
Wilmington, North Carolina 283
RE: YOUTH CENTER, PARADISE POINT
CAMP LEJEUNE, NORTH CAROLINA
SITE MODIFICATION AND RESPONSE TO COMMENTS
STORMWATER PROJECT NO. SW8 950708
HUA NO. CL9504
Dear Ms. Lewis:
Enclosed is the revised Sheet C-6 for the above referenced project,
the signature form with the initialed changes (future development
deleted) and a copy of comments from your latest review. Following
are responses to your last review:
1. Future conditions have been deleted and future development
will require it own mitigation.
2. & 3. Dimensions have been added to the permanent waterline
(28.7' contour). Please note that the swale draining the
south side of the building deforms and elongates that side
of the permanent pool. The area formed by this swale is
triangular and approximately 800 Ft2. The elliptical pool
is 7000 FTz which totals 7800 FT'.
4. Submittal form has been changed and is consistent with the
calculations. The submittal form is being sent to Camp
Lejeune for the authorized initials to the amendments on
the form.
Very truly yours,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
geldi/P.E Devito, .,
Southern Pines, NC Telephone [phone] Fax [phone]
Winston-Salem, NC Telephone [phone] Fax [phone]
Myrtle Beach, SC Telephone [phone] Fax [phone]

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
November 30, 1995
Mr. Gerald Devito, P.E.
Hobbs, Upchurch and Associates
290 SW Broad Street
Southern Pines, North Carolina 28387
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 950708
Paradise Point Youth Center
Onslow County
Dear Mr. Devito:
The Wilmington Regional Office received previously requested information for Paradise Point
Youth Center on November 9, 1995. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. The calculations only reflect the current proposed condition, while the submittal form
includes future areas. Please either show the calculations for the future condition, or delete
the future condition from the submittal form.
2. Please add dimensions of the permanent pool to the plans.
3. Please note that when I scaled the dimensions of the pond, and used the area formula for
an ellipse, the surface area is only 7,445 square feet, not 7,800. If 7,800 is to be used,
please add the correct dimensions of the permanent pool to the plans.
4. The total project area on the submittal form also does not coorelate with that shown in the
calculations. Please be sure that the two documents agree.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

A Ip
Mr. DeVito
November 30, 1995
Stonnwater Project No. SW8 950708
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 December 30, 1995, or the application
will be returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\950708.NOV
cc: Linda Lewis
Central Files

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
290 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
ITqTnz1TZE
NOV 0 9 1995
November 8, 1995 STORMWAYER
Ms.
DEM
Linda Lewis
- Water Quality Section
D)
D
127
Cardinal Drive Extension
IIJ
Wilmington, North Carolina 28388
NOV 0 9 1"5
RE:
YOUTH CENTER, PARADISE POINT
D EIVI
CAMP LEJEUNE, NORTH CAROLINA
>Ir'oj # SW? 9SD70
SITE MODIFICATION AND RESPONSE TO COMMENTS
STORMWATER PROJECT NO. SW8 950708
HUA NO. CL9504
Dear Ms. Lewis:
Enclosed are the Plan for the above referenced project and a copy
of comments from your. previous review. Since your last review and
in order to permit the drinking water supply design, the entire
site has been relocated 40 feet west. Subsequently, sheets Cl, C4,
C6, and C10 have been modified. Also, grading modifications have
been made to address.your comments. Most significantly, the pond
slopes were cut back to 3:1 to provide more surface area with a
depth of 4.7 feet. Due to the proximity of the wetlands, all
future development will require its own stormwater management plan.
I have delineated and hatched the basin draining into the pond on
Sheet Cl.
Thank you for your perseverance on this project.
Very truly yours,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Gerald Devito, P.E.,
CRD/CL9504
Attachme°`Southern Pines, NC • Telephone [phone]
Winston-Salem, NC Telephone [phone]
Myrtle Beach, SC Telephone [phone]
Fax [phone]
Fax [phone]
Fax [phone]

°s Hobbs Upchurch & Associates P.A.
Consulting Engineers
290 S W. Broad Street • Post Office Box 1737 • Southern Pines, NC 2B388 • Telephone [phone] • Fax [phone]
7990-50 Noah Point Boulevard, Suite 202 • Winston-Salem, NC 27106 • Telephone [phone] • Fax [phone]
1601 Noah Oak Street • Suite 101. Myale Off ices • Myme Beach, SC 29507 • Telephone [phone] • Fax [phone]
r 'v
0 Illy
SE �
�CCJy�RcZ_P6AD SUZZAcE CHECKED
SHEET OF _L
DATE
DATE
SuRFAcC-
L
PROPas €urof2F
Ct`i
CZ� PARKin1G
,9r
35-15-60
33172f
�1� aUIGDi�16
1, o�
�6, i CIO
ll., lob
cr)�bNGiZ rP_
1,0o
-61000
31p00
(j:)62AV=L.
6,90
zlzoc>
17 (oo
.T
o
�jaAss /oo)Soo
-s6�gpO = 43) Too Fr'
Fon1p PIZEA
WS = 29,Z"
-
78bO
To7Ac, AREA
=
I0611g-oo Zoo. $(,S'%,
l.MpeavedaN
FRbe\ 4NiR27— 9 S olo 7-3'S )QF_cLov+ic L2
AT �{,S DEFTN
3. >' - i
(® S.o DePTH Nov 0 9 1995
DEM
4,'7 = 4- , 3 = Z = 3, 3 g �.o� sLA 95070�?
TN r.52�0C_ fez Sc, °� i3cntJ e¢N Soa6 '- 60 �fo
ll s - _ . 3 d --�
3.,
l wl 17cPTr+ = 4,7' _
46. 2 3",e /k = 33 LL FT' Rr Q' D S, R , ? /00 s'-s
/co 0 0
33zz -> 31157 dK SA = 311>' FT2

PA (I E Z o F: 41
85PIt, TSS REMOVAL
30 FOOT FILIT'A HFQUIRED
DEPTH
MP
10%
3'
.9
3.5'
.9
4.01
.7
4.51
.6
5.01
.5
5.51
6.0'
6. S'
TO'
7.5'
20%
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
4070
3.4
3.0
2.0
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.-0(0
.7
3 1
2.4
2.1
1.9
1.5
1.3
00%
5.0
4.5
---
3.9
--
3.5
. _
32
2.9
2.6
2.3
2.0
1.6
'M%
6.0
5-2
4.5
4.1
3.7
3.1
2.9
2.5
2.1
1.9
80%
)0%
6.9
7.5
6.0
6.5
5.2
4.7
4.2
3.1
3.2
2.7
2.2
2.0
5.8 5.3 4.8 4.3 3.8 3.3 2.9
1.3
100 %
9.2
7.4
6.9
6.2
5.6
5.0
4.4
3.9
3.2
2.0
90% TSS REMOVAL
I
No VFIGE , FATED FILTER REOUIRE'D
DFIPTII-
Y
3.5'
4.0'
4.5'
5.0'
5.5'
'6.0'
6.5'
7.0'
7.5'
IN41, %
10%
1.3
1.0
.8
.7
.6
.5
:.4
.3
.2
20%
2.4
2.0
1.8
1.7
1.5
1.4
1.2
1.0
.9
.6
30%
3.5
3.0
2.7
2. 5
2.2
1.9
1.6
1.3
1.1
.8
40%
4.'5
4.0
3.5
3.1
2.9
2.5
2.1
1.8
1.4
1.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60%
7.0
6.0
5.3
4.9
4.3
3.9
3.4
2.9
2.4
1.9
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
90%
9.4
9.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90%
10.7
9.0
7.9
7.2
6.5
4.6
3.9
3.3
100 %
12.0
10.0
9.9
9.1
7.3
6.6
5.R
5.1
4,3
3.6

M
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
290 S.W. Broad Street • Post Office Be. 1737 • Southern Pines, NC 28388 • Telephone [phone] • Fax [phone]
7990 50 North Point Boulevard, Suite 202 • Winston Salem, NC 27106 • Telephone [phone] • Fax [phone]
1601 North Oak Street • Suite 101. Myrtle 011ices • Myrtle Beach, SC 29507 •Telephone [phone] • Fax [phone]
SEAL
18MECT
SHEET _� OF
DATE
DATE
VOLwtic
ABOVE
EceltlotT<e•%l
Z8.7 60 36• (o
ARC q
o f Z i�. ?
6 "rou R. _
. 7 S I G Prz-
gIZEA
of 4 30•
` cdwi-djR =
2:11 Z5-0 )=%2-
Z
iz 1415 33
Z 7� Goo FT3
12/Ee���Eo
'A TMPF2alevs A.
+ 6,1 s AA 1 A x o, z
ICT 2,0< �+ �43, boo r °0
4-133 t 730
59e.0 Fr3
Z7)600 ;;? 9460 6A�

1w "s Hobbs, Upchurch &Associates, P.A.
` Consulting Engineers
290 S.W. Broad Street • Post Ot ice Box 1737 • Southern Pines, NC 28368 • Telephone [phone] ` Fax [phone]
7990 50 North Point Boulevard, Suite 202 • Winston Salem, NC 27106 • Telephone [phone] • Fax [phone]
1601 Noah Oak Street • Suite 101, Mynle Offices • Myrtle Beach, SC 29507 • Telephone [phone] `Fax [phone]
Q- CIA EGA = S4158'5- FTZ
[. C-,
FN� T Fno►'1 %� va.
TrMc i o Sw/fe-ie- .4 r SE
^j Tc
F2oM Stt��'T ..S
1i0
-TL5- = 7.6
TT. - $,o
CAR(
18016 c Q
SCALE �_` SHEET-4—OF —L
DATE
.D.-C}JFIII(�D DATE
�06tN�2 of �UI ,�i�/6
4.2 M IN
(!�o 6 r` /. 2. j =
Qz- : ? K l\ 2-5-
0 5-0 - $x 1.�s
121ScR
�ME26F_'.•�c� �v��Ft DaiG�'� ,�=oi'� Sa �lR,

m
n
0
a�
0
m
c
0
Q
N
0
E
0
to
0
E
0
L
Ol
H (ft)
r,nn
Tc(nnin)
200
100
L (ft)
10000
50
•
0
o
5000Ca
>a
c
>
CO
U
00
U
0
_
L
O
C
a)
O
0
_
IO
E
1000
E
—
E
_
X
m
500
100
Note:
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed -grass roadside channels., •.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a Time of concentration of small drainage basins.
5
1
8.03.4

6AC,5 T (o OF
•one'rwarzi•.:.Yhr_eN?'NPo1!�`.'9'�x4,xr� •
i
20
5
C
E
OJ
will
/I
NOW
011
Q\�\
10 20 40 60 - 2 3 4 6 8 12 18 24
Minutes Hours
Figure 8.03b Rainfall intensity duration curves --Wilmington.
20
IS
10
0
L
4
t/I
N
L
U
c
2
�
�:s 7
I
0e
0.6
04
f2
02
Duration
I
�
i0i�
Cam-
•
•�.
0.1
5 10 20
Minutes
Figure 8.03c Rainfall intensity duration curves—Flalteras.
40 60 2 3 4 6 6 12 18 24
Hours
Duration
8.03.5

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
P.O. Box 1737 • 290 S.W. Broad Street. Southern Pines, NC 28388 • telephone 919-69z0'�ti�H CAROt��:,, PROJECT NO.
V
�������, `�..EE.... ' er 7 pyq
A L�P1.S F ALE _SHEET__OF�
L rtc COMPUTED DATE'
i;-18U 1�:---
-�h—�� _ CHECKED DATE
!' PV6-
36" RitgsrZ
WEtrt Fcoc� P4064ED
F'Nr*1
13APAICe-
7•
ff = 3 t. 2 - 30.
CAPecrry l T,E, Z8,'7
!Z�lS J . ' (,�oyR) OK evErrz 56Greo•�1
�AR7i� �- — ORF�GE cCGOC.J
e'iy — 25 yp.-
GPF6L K 601 *4 R/5:; 2`l34P-P L 310cXzd
3,33 Nl-t5V2-
=
.l4zS
l�V -0YEA2)O�
— 11,55 cry � �� •�

rlL-l'1 .. Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
290 S.W. Broad Street • Post Otlice Box 1737 • Southern Pines, NC 28388 • Telephone M 692 5616 • Fax [phone]
7990-50 Nonh Point Bouleval5, Suite 202 • Winston Salem, NC 27106 • Telephone [phone] • Fax [phone]
1601 North Oak Street • Suite 101, Myrtle Offices • Myrtle Beach, SC 29507 • Telephone [phone] • Fax [phone]
P
SEAL SSEET_OF
fON�I�T�D; DATE
, DATE
UotuM0-F T-o R646Asrr /� z 4A�t ro s Ay Pel2to6_
271&oo r-T3
RFQ01ar.0 Z. DAY F4110­1
Ir 27)l6o FirNit
4� Hn- 3 s
Iz
RE00MIC0 S DAY
27400 n ( Nz.
Izo 142 36ao S
- 1 /1 blAr No LF_ / 6tQPtGE
= �, 6. )(.aoss)c 7, 2 1 )
, 02.3g CFS
6.064- CF5
emAX Y-j
S"5- PT Z
FT
2
�p = 6,690
6-1 itbIA, loot = 0,
l4 3
LF5 4
C, lG
dK
D.
t43
cpS ->
6.6G4
aK

Hobbs, Upchurch & Associates,
Consulting Engineers
P.O. Box 1737. 290 S.W. Broad Street • Southern Pines, NC 28388 • Telephone 919
Pe3NI'S G60FIdr.
I � i
c�dNIJ C6NsvkAi/8P1
r0 �1N CAROB'''•.
i
70
i
JECT NO.
6CALE _SHEET 5OF_
COMPUTED DATE
CHECKED DATE
PI 6�16 % RIFF l.VI `t`A — In Aclot' Ta
�vTL�T i•v s ink 3b'� fZ<s ER w 6�`ti l8'�/��t�eQ��.
ourLeT 8A'T,�.
1Z,at/- L_ c P
6E) E 12 El- •
30t 6
31. Z

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
September 8, 1995
Mr. Gerald Devito, P.E.
Hobbs, Upchurch and Associates
Post Office Box 1737
Southern Pines, North Carolina 28388
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 950708
Paradise Point Youth Center
Onslow County
Dear Mr. Devito:
The Wilmington Regional Office received a Stormwater Submittal for the Paradise Point Youth
Center on August 22, 1995. A preliminary review of that information has determined that the submittal
for the subject project is not complete. The following information is needed to continue the stormwater
review:
1. Please delineate the 28.7 and 30.6 contours in the pond on the plan.
2. The signature page received was from the Erosion Control form. I returned the original
signature page from the stormwater form on August 8, 1995. Please have that page signed
notarized, and return to this Office. I
3. The storage elevation of 30.6 and the overflow weir elevation of 31.2 will back up water
into the parking lot and come within 15' of the building. While this is not a DEM concern,
I must draw your attention to it.
4. The contours at the weir are not correct. If the elevation is 31.2, then both the 30 and 31
contours will cross the weir on the outlet side and the pond side. The contours now suggest
that the top elevation of the weir is below 30.
5. Areas of the pond that are not 4.5' deep are not included in the surface area.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal OppommitY Affirmative Action Employer

Mr. DeVito
September 8, 1995
Stormwater Project No. SW8 950708
6. The impervious area I calculate is 67,400 square feet, including 5,600 square feet of pool
deck. However, since there was no notation that the 5,600 square feet is deck, and not water
surface, I must include it in the impervious area.
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 October 8, 1995, or the submittal will
be returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\950708.SEP
cc: Lindi-I:wig
Central Files
2

Hobbs, Upchurch & Associates, P.A.
o Consulting Engineers
P.O. Box 1737. 290 S.W. Broad Street - Southern Pines, INC 28388 - Telephone 91 G-692-5616
LETTER OF TRANSMITTAL
TO_f!5, Ll_d_ilA t' ffw1S
NL DE.t+N_Ri r2 aU/fLI rY
l ! ui sluJ i} �tJ tl(l ^�Ci�al L RC G'�di�fl,
VIA, , �t_NC z84�s ¢s
WE ARE SENDING YOU G_tAttached ❑ Under separate cover via
❑ Shop drawings
❑ Copy of letter
❑ Prints
DATE
U
Da N AUG2 1995
ATTENTION //
G_[NOR =E S ---------------------------
RE:
2 f d N UTC N'f E2
ut 13 M lT T114C.
FJ3 d ®,7i3ftt;va tram � n rim
u
X Plans
❑ Change order ❑
uU U
AUG the 2 ig9
the folloo wingi ems:
❑ SameZsQJ iFi a i�ga7
COPIES
DATE
NO.
DESCRIPTION
z
C,pi(",n
2
L' ccv rsoat CS aacE
c/ dRN 1GNF6 q Ayo LA r2[ 2
%
e.ld.EP rDtJ ir_.tst 4O'y C_Hal
THESE ARE TRANSMITTED as checked below:
Fs, For approval
❑ For your use
❑ As requested
❑ For review and comment
FOR BIDS DUE
REMARKS
COPY TO
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit _ copies for approval
❑ Submit _ copies for distribution
❑ Return _corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
Gov '(002 9--ri=VtF'ty A& ' %[vD SEiS Ohm AAJi)
t
SIGNED:
If enclosures are not as noted, kindly notify at once.

�u6 1>Iw 1 �._ � t � ,P. .r l.� ' -trn >L..�' �IIEAI�/3Cf •Y7 \�°�J Y J,i \��°31 / i, 1 ��_ . , 1�, 'a '.
ij
np o°e,Aalu u.l
`Ip yam. I
�U\ S C k B 'i '?
(� mD )eunc FA, " � fv FA,
pltEW y,EP � I' 1 " • � � CI1 M I1p�' L
? it / '
�`• , .r�AUG 2 2 1995
IV
=6 ILI
t
good &4
AN
1 1 •
i I•n.. 1. ,i '•..o l � �\�' 'rn r- O �/�..�/.. • ���� \�. 1 ,\ ��`. \� � ,�I ' III LII�.
•711I ���--�• i` / i ++'ll �� ` � '.. 1. I � - fi 111 1
t 1 n
nil/ •lli.rri '�.1 , /1 � � � .. ,.. � '

IUHobbs, Upchurch & Associates, P.A.
Consulting Engineers
P.O. Box 1737.290 S.W. Broad Street • Southern Pines, NC 28388 • Telephone [phone]
LETTER OF TRANSMITTAL
l�t,lwlt�rv>v !_t.YC. Z�4os--�45
WE ARE SENDING YOU ;4 Attached ❑ Under separate cover via
DATE
A D 19f�
JOT N0.
ATTENTION 61i4 61a� W is
HE
i3 (Z A'D t � Pti I nt j
the following items:
❑ Shop drawings ❑ Prints XPlans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ;Z, e a4Cge A,7--/01P-1
COPIES
DATE
N0.
DESCRIPTION
ff
r�5P R M rJ47 ° G/c.4llba/
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
FOR BIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
X Resubmit copies for approval
❑ Submit _ copies for distribution
❑ Return _corrected prints
19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
F-44A15 R- 14sLcit.AT!?3/1P DIP AroT fe�.9r/F �tJCinlE6ie1s SFr4�
COPY TO
SIGNED: � r✓L$
If enclosures are not as noted, kindly notify t once.

„7
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION I . Regional Manager
August 8, 1995
Ms. Paula D. Shore
Hobbs, Upchurch and Associates
Post Office Box 1373
Southern Pines, North Carolina 28388
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 950708
Paradise Point Youth Center
Onslow County
Dear Ms. Shore:
The Wilmington Regional Office received a Stormwater Submittal for the Paradise Point Youth
Center on July 21, 1995. A preliminary review of that information has determined that the submittal for
the subject project is not complete. The following information is needed to continue the stormwater
review:
North Carolina registered Professional Engineers seal on the plans and calculations.
,/2. A signed and notarized Operation and Maintenance Plan.
d le, ��3. The submittal form for the project has not been signed, notariaed or had the authorization
Ui (0/1 k space filled in.
`fit Jup �o The calculations do not show the minimum required surface area based on the TSS tables
0� t provided in the regulations packet. The tables provide the required surface area at the
permanent pool dependent on pond depth and percent impervious, expressed as a
percentage of the drainage area.
15. Do the current submittal calculations provide for the future development shown on the
/ plans? only p�vl e M2i4en2#Ve..
6. Please break down the calculation of impervious area into the individual amounts attributed
to the building, the parking, and the concrete areas.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

nos. Shore
August 8, 1995
Stormwater Project No. SW8 950708
✓7. The volume that the pond is required to detain must include any grassed areas.
�k4-�AA\9) 8. It appears that while a 1" orifice was calculated as necessary for drawdown, a 6" has been
r� O specified on the outlet structure detail. Please revise.
r
P p�v 9. There also appears to be an error in the pond contouring on the south side of the building.
o Contour 30 is missing.
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 September 8, 1995, or the submittal will
be returned as incomplete. Two sets of plans are required for any subsequent revisions.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
,P,&, A,�
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\950708.AUG
cc: ILinda_L.ewis7
Central Files
2

0&
Hobbs, Upchurch & Associates, P.A.
Pi Consulting Engineers
290 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
July 17.1995
Ms. Linda Lewis
Water Quality Section
NCDEHNR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Youth Center, Paradise Point
Camp LeJeune
Jacksonville, North Carolina
HUA No. CL9405
Dear Ms. Lewis:
ID� E C E U-0-
I��unUUU( JUL 2 ..1995
DEM
PROJ #_a I g
Enclosed for your review are two sets of plans and one set of specifications for the
above referenced project.
If you have any questions, please contact this office.
Sincerely,
00 ay
i
Paula DeVille Shore
Hobbs, Upchurch & Associates, P.A.
cc: Mr. Anthony Sholar, RE
Mr. Albert Romero, P.E.
Southern Pines, NC Telephone [phone] Fax [phone]
Winston-Salem, NC Telephone [phone] Fax [phone]

YOUTH CENTER, PARADISE POINT
05944026
PROJECT TABLE OF CONTENTS
DIVISION O1 GENERAL REQUIREMENTS
01560 TEMPORARY CONTROLS
01561 EROSION AND SEDIMENT CONTROL
DIVISION 02 SITE WORK
02050 DEMOLITION AND REMOVAL
02102 CLEARING AND GRUBBING
02220 GENERAL EXCAVATION, FILLING, AND BACKFILLING
02510 BITUMINOUS CONCRETE PAVEMENT
02571 PAVEMENT REMOVAL AND REPLACEMENT
02661 EXTERIOR WATER DISTRIBUTION SYSTEM (MINOR CONSTRUCTION)
02730 EXTERIOR SANITARY SEWER SYSTEM
-- End of Project Table of Contents --
R2 C E i v E 0
JUL 2 1 1995
D
PROI #`E 50�0$
PROJECT TABLE OF CONTENTS PAGE 1

YOUTH CENTER, PARADISE POINT
05944026
SECTION 01560
TEMPORARY CONTROLS
03/95
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)
40 CFR 82 Protection of Stratospheric Ozone;
Refrigerant Recycling
40 CFR 122.26 EPA National Pollutant Discharge
Elimination System Permit Regulations
40 CFR 261 Identification and Listing of Hazardous
Waste
40 CFR 262 Generators of Hazardous Waste
40 CFR 263 Transporters of Hazardous Waste
40 CFR 264 Owners and Operators of Hazardous Waste
Treatment, Storage, and Disposal Facilities
40 CFR 265 Interim Status Standard for Owners and
Operators of Hazardous Waste Treatment,
Storage, and Disposal Facilities
40 CFR 300 National Oil and Hazardous Substances
Pollution Contingency Plan
49 CFR 171 General Information, Regulations, and
Definitions
49 CFR 172 Hazardous Materials, Tables, and
Hazardous Materials Communications
Regulations
49 CFR 178 Shipping Container Specification
CORPS OF ENGINEERS (COE)
COE EM-385-1-1 (1992) Safety and Health Requirements
Manual
COE EP 1165-2-304 (1976) Flood Plain Regulations for Flood
Plain Management
SECTION 01560 PAGE 1

YOUTH CENTER, PARADISE POINT 05944026
ENVIRONMENTAL PROTECTION ADMINISTRATION (EPA)
EPA 832-R-92-005 Storm Water Management for Construction
Activities
MILITARY SPECIFICATIONS (MIL)
MIL-S-16165 (Rev. E) Shielding Harnesses, Shielding
Items and Shielding Enclosures for Use in the
Reduction of Interference from Engine
Electrical Systems
MILITARY STANDARDS (MIL -STD)
MIL-STD-461 (Rev. D) Control and Susceptibility of
Electromagnetic Interference
MIL-STD-462 Electromagnetic Interference
Characteristics
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 241 (1993) Safeguarding Construction,
Alteration, and Demolition Operations
1.2 Contractor Liabilities for Environmental Protection
Federal law requires Government installation to comply with environmental
protection laws including but not limited to, the Clean Water Act (CWA),
Clean Air Act (CAA), Resource Conservation and Recovery Act (RCRA), and
amendments to these acts including the Federal Facilities Compliance Act
(FFCA). The Federal Environmental Protection Agency (EPA) has granted
inspection and enforcement authority to State and local Governments who may
impose fines and penalties for violations of these laws.
The station is subject to Federal, State, and local inspections to review
compliance with environmental protection laws. a multi -media inspection by
and EPA agency may include questioning of Contractor personnel who are
working with or have contact with hazardous materials and waste.
Contractors shall complete and provide documentation for environmental
training required by Federal, State, and local regulations.
Upon receipt of a Notice of Violation (NOV), the Contractor will be held
liable for damages due to his error or omission.
1.3 DEFINITIONS
1.3.1 Sediment
Soil and other debris that have eroded and have been transported by runoff
water or wind.
SECTION 01560 PAGE 2

YOUTH CENTER, PARADISE POINT
05944026
1.3.2 Solid Waste
Rubbish, debris, garbage, and other discarded solid materials, except
hazardous waste as defined in paragraph entitled "Hazardous Waste,"
resulting from industrial, commercial, and agricultural operations and from
community activities.
1.3.3 Sanitary Wastes
Wastes characterized as domestic sanitary sewage.
1.3.4 Rubbish
Combustible and noncombustible wastes such as paper, boxes, glass,
crockery, metal, lumber, cans, and bones.
1.3.5 Debris
Combustible and noncombustible wastes such as ashes and waste materials
resulting from construction or maintenance and repair work, leaves, and
tree trimmings.
1.3.6 Chemical Wastes
This includes salts, acids, alkalies, herbicides, pesticides, and organic
chemicals.
1.3.7 Garbage
Refuse and scraps resulting from preparation, cooking, dispensing, and
consumption of food.
1.3.8 Hazardous Waste
Hazardous substances as defined in 40 CFR 261 or as defined by
applicable State and local regulations.
1.3.9 Hazardous Materials
Hazardous materials as defined in 49 CFR 171 and listed in 49 CFR
172.
1.3.10 Landscape Features
Trees, plants, shrubs, and ground cover.
1.3.11 Lead Acid Battery Electrolyte
The electrolyte substance (liquid medium) within a battery cell.
1.3.12 Oily Waste
Petroleum products and bituminous materials.
SECTION 01560 PAGE 3

YOUTH CENTER, PARADISE POINT 05944026
1.3.13 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)
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
1.3.14 Industrial Hygienist
An Industrial Hygienist must be identified by the American Board of
Industrial Hygiene.
1.3.14.1 Solid Waste Disposal Permit
Submit one copy of a state and local permit or license for the solid waste
disposal facility.
1.3.15 Environmental•Protection Plan
1.3.15.1 Commencement of the Work
As directed by the Contracting Officer, following approval.
1.3.16 Preconstruction Survey
Perform a preconstruction survey of the project site with the Contracting
Officer, and document existing environmental conditions in and adjacent to
the site.
1.3.17 Stormwater Pollution Prevention Plan
40 CFR 122.26, EPA 632-R-92-005. provide "Stormwater Pollution
Prevention Plan."
a. Identify potential sources of pollution which may reasonably be
expected to affect the quality of storm water discharge from the
SECTION 01560 PAGE 4

YOUTH CENTER, PARADISE POINT
0594402G
site.
b. Describe and ensure implementation of practices which will be used
to reduce the pollutants in storm water discharge associated with
industrial activity at the construction site.
C. Ensure compliance with terms of EPA general permit for storm
water discharge.
d. Select applicable management practices from EPA 832-R-92-005.
1.3.18 Unforeseen Hazardous Material
If material that is not indicated on the drawings is encountered that may
be dangerous to human health upon disturbance during construction
operations, stop that portion of work and notify the Contracting Officer
immediately. Intent is to identify materials such as PCB, lead paint, and
friable and nonfriable asbestos. Within 14 calendar days the Government
will determine if the material is hazardous. If the material is not
hazardous or poses no danger, the Government will direct the Contractor to
proceed without change. I£ the material is hazardous and handling of the
material is necessary to accomplish the work, the Government will issue a
modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2,
Differing Site Conditions."
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. Conform to the
national permitting requirements of the Clean Water Act.
3.1.1 Land Resources
Except in areas to be cleared, do not remove, cut, deface, injure, or
destroy trees or shrubs without the Contracting Officers 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
attach ropes, cables, or guys is authorized, the Contractor shall be
responsible for any resultant damage.
3.1.1.1 Protection
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.
SECTION 01560 PAGE 5

YOUTH CENTER, PARADISE POINT
05944026
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 Oily Wastes
Prevent oily or other hazardous substances from entering the ground,
drainage areas, or local bodies of water. Surround all temporary fuel oil
or petroleum storage tanks with a temporary earth berm of sufficient size
and strength to contain the contents of the tanks in the event of leakage
or spillage.
3.1.3 Temporary Construction
Remove traces of temporary construction facilities such as haul roads, work
areas, structures, foundations of temporary structures, stockpiles of
excess or waste materials, and other signs of construction. Grade
temporary roads, parking areas, and similar temporarily used areas to
conform with surrounding contours.
3.2 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
3.3.1 Burnoff
Burnoff of the ground cover is not permitted.
3.3.2 Protection of Erodible Soils
Immediately finish the earthwork brought to a final grade, as indicated or
specified. Immediately protect the side slopes and back slopes upon
completion of rough grading. Plan and conduct earthwork to minimize the
duration of exposure of unprotected soils.
3.3.3 Temporary Protection of Erodible Soils
Use the following methods to prevent erosion and control sedimentation:
3.3.3.1 Mechanical Retardation and Control of Runoff
Mechanically retard and control the rate of runoff from the construction
site. This includes construction of diversion ditches, benches, berms, and
use of silt fences and strawbales to retard and divert runoff to protected
SECTION 01560 PAGE 6

YOUTH CENTER. PARADISE POINT
05944026
drainage courses.
3.3.3.2 Sediment Basins
Trap sediment in permanent sediment basins. Pump dry and remove the
accumulated sediment and regrade to finish elevations at project end.
Use a designed weir and vertical overflow pipe for overflow. Remove
collected sediment from the site. Institute effluent quality monitoring
programs.
3.3.3.3 Borrow
Permit only in areas where suitable environmental controls are possible.
3.3.3.4 Vegetation and Mulch
Provide temporary protection on sides and back slopes as soon as rough
grading is completed or sufficient soil is exposed to require erosion
protection. Protect slopes by accelerated growth of permanent vegetation,
temporary vegetation, mulching, or netting. Stabilize slopes by
hydroseeding, anchoring mulch in place, covering with anchored netting,
sodding, or such combination of these and other methods necessary for
effective erosion control.
a. Seeding: Provide new seeding where ground is disturbed. Include
topsoil or nutriment during the seeding operation necessary to
establish a suitable stand of grass.
3.3.4 General Work Requirements
Provide and maintain erosion control measures in accordance with
appropriate State and local regulations and as indicated herein.
3.4 CONTROL AND DISPOSAL OF SOLID WASTES
Pick up solid wastes, and place in covered containers which are regularly
emptied. Do not prepare or cook food on the project site. Prevent
contamination of the site or other areas when handling and disposing of
wastes. At project completion, leave the areas clean.
3.4 Landfill Modifications
Protect the landfill located in a flood plain against at least the 100-year
design flood by impervious dikes and other means to prevent floodwaters
from contacting deposited rubbish and debris as indicated in accordance
with COE EP 1165-2-304.
3.4.1 Sewage, Odor, and Pest Control
Use chemical toilets or comparably effective units, and periodically empty
wastes into a municipal, district, or station sanitary sewage systems, or
construct and maintain an approved type of adequate sanitary convenience
for the use of persons employed on the work. Include provisions for pest
control and elimination of odors.
SECTION 01560 PAGE 7

YOUTH CENTER, PARADISE POINT
05944026
3.4.2 Removal From Camp Lejeune
Remove and dispose of rubbish and debris from Government property.
a. Provide 24 hour advance written notice to the Contracting Office of
Contractor's 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
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 sites without State permits and/or not in
accordance with regulatory requirements shall require the
Contractor at his own expense to remove, transport and relocate the
debris to a State approved site. The Contractor shall also be
required to pay any fines, penalties, or fees related to the
illegal disposal of construction debris.
3.4.3 Removal to Base Landfill
Metals will not be accepted at the Base Sanitary Landfill. Materials which
may be deposited in the landfill include:
CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITARY LANDFILL EXAMPLE/GENERAL
CATEGORY INFORMATION FOR DEPOSIT IN THE LANDFILL
Mixed Debris The following materials may be placed in
the landfill in a location designated by
the landfill operator. These items may
be mixed together.
Sheetrock - plaster - glass (broken).
Non -asbestos insulation - (fiberglass and
mineral wool shall be bagged).
Packing paper, Styrofoam, and pasteboard
boxes.
Non -asbestos roofing materials such as
shingles built-up and single roofing.
Painted wood such as doors, windows,
siding, and trim.
Plastic/fiberglass such as pipe, electrical
boxes, cover plates, etc.
Ceramic and vinyl flooring or tile - ceiling
tile.
Masonry and Concrete Concrete, block, brick, mortar shall be
delivered to the landfill separate from
any other items and placed in a location
designated by the landfill operator.
Reinforcement wire and rebar shall be
removed flush with exposed surfaces.
SECTION 01560 PAGE 8

YOUTH CENTER, PARADISE POINT 05944026
CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITARY LANDFILL EXAMPLE/GENERAL
CATEGORY INFORMATION FOR DEPOSIT IN THE LANDFILL
Nonrecyclable Cardboard Corrugated cardboard boxes shall be broken
down and delivered to the Base Recycling
Center located at Building 913. If base
If base personnel rejects the cardboard,
cardboard shall be taken to the landfill.
Nonrecyclable Wood Pallets Useable pallets shall be delivered to the
Base Recycling Center located at Building
913. If base personnel rejects the pellets,
pellets shall be taken to the landfill.
Treated Wood Treated wood such as piling, power poles,
etc., shall be delivered to the landfill
separated from any other items and placed
in locations as designated by the landfill
operator.
Untreated/Unpainted Wood Such as lumber, trees, stumps, limbs, tops,
tops, etc., and shrubs shall be delivered
to the landfill separated from any other
items and placed in locations as designated
by the landfill operator.
Organic Matter Such as leaves, pine straw, grass clippings,
and shrub clippings shall be delivered to
the landfill separated from any other items
and placed in locations as designated by the
landfill operator. No bags or containers
are allowed.
Fiberglass Tanks Tanks shall be cleaned before delivery to
550 Gallons landfill.
or Less
Asphalt Pavement Remove from Government property and deliver
to an asphalt recycling establishment. The
Contractor shall provide a record of
the total tons of asphalt recycled and
the corporate name and location of the
recycling establishment receiving the
removed asphalt.
+++++ Each category of construction debris shall
be separated at the construction site and
delivered separately to the landfill.
+++++ Each category of construction debris shall
be placed in the landfill at a location
designated by the landfill operator.
SECTION 01560 PAGE 9

YOUTH CENTER, PARADISE POINT 05944026
CONSTRUCTION DEBRIS DISPOSAL - BASE
SANITARY LANDFILL EXAMPLE/GENERAL
CATEGORY INFORMATION FOR DEPOSIT IN THE LANDFILL
***** Each and every vehicle delivering debris
shall be weighed upon entrance and
weighed upon exiting. Debris shall be
covered.
Asbestos Refer to Section 02080.
Lead Based Paint Materials Refer to Section 02090 or 02091.
Metals Metals will not be accepted at the landfill.
Metals shall be removed from each and every
category before delivery to the landfill.
(Example: Remove hardware from doors and
windows.)
Metal construction debris disposal shall be
disposed of 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)
3.5 CONTROL AND DISPOSAL OF HAZARDOUS WASTE
3.5.1 Hazardous Waste Generation
Handle generated hazardous waste in accordance with 40 CFR 262.
3.5.2 Hazardous Waste Disposal
Removal of hazardous waste from Government property shall not occur without
prior notification and coordination with the Contracting officer.
Hazardous waste shall be transported by a permitted, licensed, or
registered hazardous waste transported to a TSD facility. Hazardous waste
shall be properly identified, packaged, and labeled in accordance with 49
CFR 172. Provide completed manifest for hazardous waste disposed of
off -site to the Contracting Officer within 7 days of disposal. No
hazardous waste shall be brought onto the station.
3.5.3 Hazardous Waste Storage
Store hazardous waste in containers in accordance with 49.CFR 178.
Hazardous waste shall be identified in accordance with 40 CFR 261 and
40 CFR 262. Hazardous waste generated within the confines of the
station shall be identified by the station's EPA generator identification
number.
SECTION 01560 PAGE 10

YOUTH CENTER, PARADISE POINT 05944026
3.5.4 Spills of Oil and Hazardous Materials
Take precautions to prevent spills of oil and hazardous material. In the
event of a spill, immediately notify the Contracting Officer. Spill
response shall be in accordance with 40 CFR 300 and applicable state
regulations.
3.6 LEAD -ACID BATTERIES
Dispose of lead -acid batteries that are not damaged or leaking at a
State -approved battery recycle or at a permitted or interim status
hazardous waste TSD facility. For lead -acid batteries that are leaking or
have cracked casings, dispose of the electrolyte solution using one of the
following alternatives:
a. An industrial waste water treatment plant, if available and
approved by the Contracting Officer for disposing of lead -acid
battery electrolyte.
b. Dispose of the lead -acid battery electrolyte at a permitted or
interim status hazardous waste TSD facility.
The management and disposal if waste lead -acid batteries and electrolyte
shall comply with requirements for management and disposal of hazardous
wastes.
3.7 MERCURY CONTROL
Prior to starting work, remove thermostats, switches, and other components
that contain mercury. Upon removal, place items containing mercury in
doubled polyethylene bags, label, and turn over to the Contracting Officer
for disposal.
3.8 PETROLEUM PRODUCTS
Conduct the fueling and lubrication of equipment and motor vehicles to
protect against spills and evaporation. Dispose of lubricants to be
discarded and excess oil.
3.9 OZONE DEPLETING SUBSTANCES (ODS)
Service, maintain, renovate, and demolish ODS containing equipment in
accordance with 40 CFR 82. Prevent and discharge of ODS to the
atmosphere. ODS recovery equipment shall meet all applicable EPA
requirements. Place recovered ODS in cylinders suitable for the type ODS
(filled to no more than 80 percent capacity) and provide appropriate
labeling. Recovered ODS shall be put back into the existing equipment
turned over to the Contracting Officer. For new ODS added to existing
equipment, provide the Contracting Officer with the following data: Type
of ODS, quantity added, and date the work was performed.
3.10 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
SECTION 01560 PAGE 11

YOUTH CENTER, PARADISE POINT
05944026
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.
3.11 ABRASIVE BLASTING
3.11.1 Blasting Operations
The use of silica sand is prohibited in sandblasting.
Provide tarpaulin drop cloths and windscreens to enclose abrasive blasting
operations to confine and collect dust, abrasive, agent, paint chips, and
other debris in accordance with the requirements specified.
3.11.2 Disposal Requirements
Collect dust, sand, paint, and other debris resulting from abrasive
blasting operations and store in 55-gallon drums with watertight lids.
Take a representative sample of this material, and test for EP toxicity
with respect to lead, chromium, and cadmium content. The sampling and
testing shall be performed in accordance with 40 CFR 261. Handle debris
resulting from the abrasive blasting operations as a hazardous material,
and dispose of in accordance with 40 CFR 262, 40 CFR 263, 40 CFR 264, and
40 CFR 265. Meet all applicable requirements in this process. Hazardous
material shall be transported only by a transporter licensed and permitted
for transportation of hazardous materials. Hazardous material shall be
disposed of in an EPA -approved and permitted facility specifically
designated for hazardous waste disposal. Dispose of non -hazardous
abrasive blasting debris in accordance with the paragraph entitled
"Disposal of Rubbish and Debris."
3.12 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.
3.13 RESTRICTIONS ON EQUIPMENT
3.13.1 Electromagnetic Interference Suppression
a. Electric motors: Motors shall comply with MIL-STD-461 relative
to radiated and conducted electromagnetic interference. A test
for electromagnetic interference will not be required for motors
that are identical physically and electrically to those that have
previously met the requirements of MIL-STD-461. An
electromagnetic interference suppression test will not be required
for electric motors without commutation or sliprings having no more
than one starting contact and operated at 3,600 revolutions per
minute or less.
SECTION 01560 PAGE 12

YOUTH CENTER, PARADISE POINT
05944026
b. Contractor's construction equipment: Equipment used by the
Contractor shall comply with MIL-S-16165 for internal
combustion engines and MIL-STD-461 for other devices capable of
producing radiated or conducted interference.
C. Tests for electromagnetic interference suppression: Conduct
tests on electric motors and the Contractor's construction
equipment in accordance with MIL-STD-461 and MIL-STD-462.
The test location shall be reasonably free from radiated and
conducted interference. Furnish the testing equipment,
instruments, and personnel for making the tests; a test location;
and other necessary facilities.
3.13.2 Radio Transmitter Restrictions
Conform to the restrictions and procedures for the use of radio
transmitting equipment, as directed. Do not use transmitters without prior
approval.
3.14 FIRE PROTECTION
3.14.1 Compliance
COE EM-385-1-1, NFPA 241, and activity fire regulations. Obtain
approval from the activity Fire Chief prior to commencement of hot work
operations.
3.14.2 Fired Kettles
Melt kettles for tar, asphalt, and similar materials shall not be closer
than 25 feet to buildings or combustible materials. Provide a minimum of
two 20 pound ABC all-purpose type extinguishers at the melting kettle and
the area of hot material application. Equip kettles with proper heat
controls and means of agitation to assure controlled uniform temperatures
throughout contents to prevent spot heating. Do not heat contents above
flash point.
3.14.3 Notification of Fire
Post the activity fire poster in conspicuous locations and at telephones in
construction shacks.
3.15 QUARANTINE FOR IMPORTED FIRE ANT (4/82)
Onslow, Jones, and Cartaret Counties and portions of Duplin and Craven
Counties have been declared a generally infested area by the United States
Department of Agriculture (USDA) for the imported fire ant. Compliance
with the quarantine regulations established by this authority as set forth
in USDA Quarantine No. 81 dated 9 October 1970, and USDA Publication
301.81-2A of 23 July 1976, is required for operations hereunder. Pertinent
requirements of the quarantine for materials originating on the Camp
Lejeune reservation, the Marine Corps Air Station (Helicopter), New River
and the Marine Corps Air Station, Cherry Point, which are to be transported
outside Onslow County or adjacent suppression areas, include the following:
SECTION 01560 PAGE 13

YOUTH CENTER, PARADISE POINT
05944026
a. Certification is required for the following articles and they shall
not be moved from the reservation to any point outside Onslow
County and adjacent designated areas unless accompanied by a valid
inspection certificate issued by an Officer of the Plant Protection
and Quarantine Program of the U.S. Department of Agriculture.
(1) Bulk soil
(2) Used mechanized soil -moving equipment. (Used mechanized
soil -moving equipment is exempt if cleaned of loose
noncompacted soil).
(3) Other products, articles, or means of conveyances, if it is
determined by an inspector that they present a hazard of
transporting spread of the imported fire ant and the person in
possession thereof has been so notified.
b. Authorization for movement of equipment outside the imported fire
and regulated area shall be obtained from USDA, APHIS, PPQ, Box 83,
Goldsboro, North Carolina, 27530, Attn: Mr. Haywood Cox, telephone
[phone]. Requests for inspection shall be made sufficiently
in advance of the date of movement to permit arrangements for the
services of authorized inspectors. The equipment shall be prepared
and assembled so that it may be readily inspected. Soil on or
attached to equipment, supplies, and materials shall be removed by
washing with water or such other means as necessary to accomplish
complete removal. Resulting spoil shall be wasted as necessary and
as directed.
-- End of Section --
SECTION 01560 PAGE 14

YOUTH CENTER. PARADISE POINT
05944026
SECTION 01561
EROSION AND SEDIMENT CONTROL
10/94
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.
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 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals."
1.3.1 SD-02, Manufacturer's Catalog Data
a. Filter Barriers
b. Sediment Fence
C. Dust Suppressors
d. Erosion Control Matting
1.3.2 SD-04, Drawings
a. Erosion Control Plan G
1.3.3 SD-08, Statements
a. Construction Sequence Schedule G
1.3.3.1 Construction Sequence Schedule
The work schedule shall coordinate the timing of land disturbing activities
with the provision of erosion control measures to reduce on site erosion
and off site sedimentation. 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
pollution.
SECTION 01561 PAGE 1

YOUTH CENTER, PARADISE POINT
05944026
1.4 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. Should the Contractor desire to modify the State approved plan,
a resubmittal to the State, including the State's approval is required
prior to the start of construction. The contractor shall be responsible for
any additional costs and time incurred as a result of the resubmittal of
the previously approved erosion control plan. The contractor shall
anticipate a minimum 45 day review period by the State. Provide and
maintain erosion control measures in accordance with the North Carolina
Department of Environmental Management, and as specified herein.
PART 2 - PRODUCTS
2.1 FILTER BARRIERS (Max 18 inches high)
Temporary silt fence shall comply with Section 893 of NCDOT Standard
Specifications for Roads and Structures.
2.2 CONSTRUCTION ENTRANCE
2.2.1 STATE STANDARD CONSTRUCTION ENTRANCE
2.2.1.1 Aggregate
NCDOT "ABC" crushsed stone.
2.3 DUST SUPPRESSORS
Calcium chloride, or other standard manufacturer's spray on adhesives
designed for dust suppression.
2.4 TEMPORARY SEEDING
As indicated in the detail drawings.
-- End of Section --
SECTION 01561 PAGE 2

YOUTH CENTER, PARADISE POINT
05944026
SECTION 02050
DEMOLITION AND REMOVAL
03/95
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
1.2 GENERAL REQUIREMENTS
Do not begin demolition until authorization is received from the
Contracting Officer. Remove rubbish and debris from the project site; do
not allow accumulations inside or outside the buildings. Store materials
that cannot be removed daily in areas specified by the Contracting
Officer.
1.3 SUBMITTALS
1.3 Required Data
Demolition plan shall include procedures for careful removal and
disposition of materials coordination with other work in progress, a
disconnection schedule of utility services, airfield lighting, a detailed
description of methods and equipment to be used for each operation and of
the sequence of operations.
1.4 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 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
hazardous or objectionable conditions such as, but not limited to, ice,
flooding, or pollution.
1.6 PROTECTION
1.6.1 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.
SECTION 02050 PAGE 1

YOUTH CENTER, PARADISE POINT
05944026
1.6.2 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 performance of the work to their original condition, or
replace with new.
1.6.3 Trees
Conform to Section 01560, "Temporary Controls," for protection of
natural resources.
1.6.4 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.
1.7 BURNING
Burning will not be permitted.
1.8 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.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 EXISTING FACILITIES TO BE REMOVED
3.1.1 Utilities and Related Equipment
Remove existing utilities uncovered by work 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 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.
3.1.2 Paving and Slabs
Provide neat sawcuts at limits of pavement removal as indicated.
SECTION 02050 PAGE 2

YOUTH CENTER, PARADISE POINT
05944026
3.1.3 Concrete
Saw concrete along straight lines to a depth of not less than 2 inches.
Make each cut in walls perpendicular to the face and in alignment with the
cut in the opposite face. Break out the remainder of the concrete provided
that the broken area is concealed in the finished work, and the remaining
concrete is sound. At locations where the broken face cannot be concealed,
grind smooth or saw cut entirely through the concrete.
3.1.4 Patching
Where removals leave holes and damaged surfaces exposed in the finished
work, patch and repair these holes and damaged surfaces to match adjacent
finished surfaces. Where new work is to be applied to existing surfaces,
perform removals and patching in a manner to produce surfaces suitable for
receiving new work. Finished surfaces of patched area shall be flush with
the adjacent existing surface and shall match the existing adjacent surface
as closely as possible as to texture and finish. Patching shall be as
specified and indicated, and shall include:
a. Holes and depressions caused by previous physical damage or left as
a result of removals in existing masonry walls to remain shall be
completely filled with an approved masonry patching material,
applied in accordance with the manufacturer's printed instructions.
3.2 DISPOSITION OF MATERIAL
3.2.1 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. Title to materials resulting
from demolition, and materials and equipment to be removed, is vested in
the Contractor upon approval by the Contracting Officer of the Contractor's
demolition and removal procedures, and authorization by the Contracting
Officer to begin demolition. The Government will not be responsible for
the condition or loss of, or damage to, such property after notice to
proceed. Materials and equipment shall not be viewed by prospective
purchasers or sold on the site.
3.3 CLEANUP
3.3.1 Debris and Rubbish
Remove and transport debris and rubbish in a manner that will prevent
spillage on pavements, streets or adjacent areas. Limit to 3/8-cubic yard
capacity buggies or other conveyances used on roofs and within the building
to transport removed debris to chute locations. Clean up spillage from
pavements, streets and adjacent areas. Conform to other applicable
requirements set forth in these specifications.
-- End of Section --
SECTION 02050 PAGE 3

YOUTH CENTER, PARADISE POINT
05944026
SECTION 02102
CLEARING AND GRUBBING
03/95
PART 1 GENERAL
1.1 DELIVERY, STORAGE, AND HANDLING
Deliver materials to, store at the site, and handle in a manner which will
maintain the materials in their original manufactured or fabricated
condition until ready for use.
PART 2 PRODUCTS
2.1 TREE WOUND PAINT
Bituminous based paint of standard manufacture specially formulated for
tree wounds.
PART 3 EXECUTION
3.1 PROTECTION
3.1.1 Roads and Walks
Keep roads and walks free of dirt and debris at all times.
3.1.2 Trees, Shrubs, and Existing Facilities
Protection shall be in accordance with Section 01560, "Temporary
Controls."
3.1.3 Utility Lines
Protect existing utility lines that are indicated to remain from damage.
Notify the Contracting Officer immediately of damage to or an encounter
with an unknown existing utility line. The Contractor shall be responsible
for the repairs of damage to existing utility lines that are indicated or
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 01010, "Summary of Work," and Section 01560, "Temporary
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
SECTION 02102 PAGE 1

YOUTH CENTER, PARADISE POINT
05944026
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 3 inches in diameter, matted roots,
and designated stumps from the indicated grubbing areas. Excavate this
material together with logs, organic and metallic debris, brush, and refuse
and remove to a depth of not less than 18 inches below the original soil
surface in areas indicated to be grubbed and in areas indicated as
construction areas under this contract. Fill depressions made by grubbing
with suitable material and compact in accordance with the requirements
specified in Section to make the new surface conform with the existing
adjacent surface of the ground.
3.5 DISPOSAL OF CLEARED AND GRUBBED MATERIALS
3.5.1 Nonsaleable Materials
Remove from the project site and dispose of off station. Burning will not
be permitted.
-- End of Section --
SECTION 02102 PAGE 2

YOUTH CENTER, PARADISE POINT
05944026
SECTION 02220
GENERAL EXCAVATION, FILLING, AND BACKFILLING
03/95
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 (1993) Concrete Aggregates
ASTM C 136 (1993) Sieve Analysis of Fine and Coarse
Aggregates
ASTM D 698 (1991) Laboratory Compaction
Characteristics of Soil Using Standard Effort
(12,400 ft-lbf/ft (600 kN-m/m))
ASTM D 1140 (1992) Amount of Material in Soils Finer
Than the No. 200 (75-Micrometer) Sieve
ASTM D 1556 (1990) Density and Unit Weight of Soil in
Place by the Sand -Cone Method
ASTM D 1557 (1991) Laboratory Compaction
Characteristics of Soil Using Modified Effort
(56,000 ft-lbf/ft (2,700 kN-m/m))
ASTM D 2321 (1989) Underground Installation of
Thermoplastic Pipe for Sewers and Other
Gravity -Flow Applications
ASTM D 2487 (1993) Classification of Soils for
Engineering Purposes
ASTM D 2922 (1991) Density of Soil and Soil -Aggregate
in Place by Nuclear Methods (Shallow Depth)
ASTM D 3017 (1988; R 1993) Water Content of Soil and
Rock in Place by Nuclear Methods (Shallow
Depth)
ASTM D 4318 (1993) Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA C600 (1993) Installation of Ductile -Iron Water
Mains and Their Appurtenances
SECTION 02220 PAGE 1

YOUTH CENTER, PARADISE POINT
0594402G
CORPS OF ENGINEERS (COE)
COE EM-385-1-1 (1992) Safety and Health Requirements
Manual
1.2 DEFINITIONS
1.2.1 Hard Materials
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 1/2 cubic yard 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
fines have a plasticity index of zero.
1.3 SUBMITTALS
1.3 Required Data
Submit drawings and calculations by a registered professional engineer.
Calculations shall include data and references used.
1.3.1 SD-08, Statements
a. Dewatering work plan
Submit 15 days prior to starting work.
SECTION 02220 PAGE 2

YOUTH CENTER, PARADISE POINT
05944026
1.3.2 SD-12, Field Test Reports
a. Fill and backfill test
b. Select material test
C. Porous fill test for capillary water barrier
d. 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. Remove material in an approved
manner.
PART 2 PRODUCTS
2.1 SOIL MATERIALS
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 and Structural Fill
ASTM D 2487, classification GW, GP, GM, SW, SP, SM, with a maximum
ASTM D 4318 liquid limit of 35, maximum ASTM D 4318 plasticity
index of 12, and a maximum of 25 percent by weight passing ASTM D 1140,
No. 200 sieve.
SECTION 02220 PAGE 3

YOUTH CENTER, PARADISE POINT OS944026
2.1.3 Topsoil
Provide as specified in Section 02930, "Turf."
2.1.4 Select Material
ASTM D 2467, 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, No. 200 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, 3 inch 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
Acid and alkali -resistant polyethylene plastic tape conforming to the
width, color, and printing requirements specified above. Minimum thickness
of tape shall be 0.003 inch. Tape shall have a minimum strength of 1500
psi otherwise, and 1250 psi 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
SECTION 02220 PAGE 4

YOUTH CENTER, PARADISE POINT
05944026
0.004 inch. Tape shall have a minimum strength of 1500 psi lengthwise and
1250 psi 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 3 feet 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.
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 2 inches in diameter to at least 18 inches below existing
surface.
3.1.2 Stripping
Strip existing topsoil to a depth of 8 inches 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.
3.2 PROTECTION
3.2.1 Protection Systems
Provide shoring, bracing, 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
sufficiently dry. 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.
SECTION 02220 PAGE 5

YOUTH CENTER. PARADISE POINT
05944026
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 3 feet 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 1 foot
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
Excavate to contours, elevation, and dimensions indicated. Reuse excavated
materials that meet the specified requirements for the material type
required at the intended location. Keep excavations free from water.
Excavate soil disturbed or weakened by Contractor's operations, soils
softened or made unsuitable for subsequent construction due to exposure to
weather. Refill with select material and compact to 95 percent of ASTM D
1557 maximum density. Unless specified otherwise, refill excavations cut
below indicated depth with backfill and fill material select material
porous fill and compact to 95 percent of ASTM D 1557 maximum density.
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.
Compact each lift before placing overlaying lift.
SECTION 02220 PAGE 6

YOUTH CENTER, PARADISE POINT
05944026
3.4.1 Common Fill Placement
Provide for general site. Place in 6 inch lifts. Compact areas not
accessible to rollers or compactors with mechanical hand tampers. Aerate
material excessively moistened by rain to a satisfactory moisture content.
Finish to a smooth surface by blading, rolling with a smooth roller, or
both.
3.4.2 Backfill and Fill Material and Structural Fill Placement
Provide for paved areas and under concrete slabs, except where select
material is provided. Place in 6 inch 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
6 inch 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 4 inch 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
6 inch lifts to top of trench and in 6 inch lifts to one foot 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, 0.25 to 1.5 inches, graded stone, including a
number of fill materials that have regional significance such as
coral, slag, cinders, crushed stone, and crushed shells.
b. Class II: Coarse sands and gravels with maximum particle size of
1.5 inches, 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.
SECTION 02220 PAGE 7

YOUTH CENTER, PARADISE POINT
05944026
3.5 BURIED WARNING AND IDENTIFICATION TAPE
Provide buried utility lines with utility identification tape. Bury tape
12 inches below finished grade; under pavements and slabs, bury tape 6
inches below top of subgrade.
3.6 BURIED DETECTION WIRE
Bury detection wire directly above non-metallic piping at a distance not to
exceed 12 inches above the top of pipe. The wire shall extend continuously
and unbroken, from manhole to manhole. The ends of the wire shall
terminate inside the manholes at each end of the pipe, with a minimum of 3
feet 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. Density requirements specified herein are for
cohesionless materials. When cohesive materials are encountered or used,
density requirements may be reduced by 5 percent.
3.7.1 General Site
Compact underneath areas -designated for vegetation and areas outside the
5 foot line of the Structure t0 85 percent of ASTM D 698 ASTM D 1557.
3.7.2 Structures, Spread Footings, and Concrete Slabs
Compact top 12 inches of subgrades to 95 percent of ASTM D 1557. Compact
common fill fill and backfill material select material to 95 percent of
ASTM D 1557.
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 5 feet of structures to 90 percent of ASTM D 1557.
3.7.5 Paved Areas
Compact top 12 inches of subgrades to 95 percent of ASTM D 1557. Compact
fill and backfill materials to 95 percent of ASTM D 1557.
3.8 FINISH OPERATIONS
SECTION 02220 PAGE 8

YOUTH CENTER, PARADISE POINT
05944026
3.8.1 Grading
Finish grades as indicated within one -tenth of one foot. 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 02930, "Turf."
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
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 and Structural Fill 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 No. 200 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 No. 200 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.
SECTION 02220 PAGE 9

YOUTH CENTER, PARADISE POINT
05944026
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 2000 square feet of existing grade in fills for structures and
concrete slabs, and every 5000 square feet for other fill areas and every
5000 square feet of subgrade in cut.
-- End of Section --
SECTION 02220 PAGE 10

YOUTH CENTER, PARADISE POINT
0594402G
SECTION 02510
BITUMINOUS CONCRETE PAVEMENT
12/94
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 D 698 1991 Laboratory Compaction
Characteristics of Soil Using Standard Effort
(12,400 ft-lbf/ft (600 kN-m/m))
ASTM D 1188 1989 Bulk Specific Gravity and Density of
Compacted Bituminous Mixtures Using
Paraffin -Coated Specimens
ASTM D 1556 1990 Density and Unit Weight of Soil in
Place by the Sand -Cone Method
ASTM D 2726 1993 (Rev. A) Bulk Specific Gravity of
Compacted Bituminous Mixtures Using Saturated
Surface -Dry Specimens
ASTM D 2922 1991 Density of Soil and Soil -Aggregate
in Place by Nuclear Methods (Shallow Depth)
ASTM D 3017 - 1988 (R 1993) Water Content of Soil and
Rock in Place by Nuclear Methods (Shallow
Depth)
DEPARTMENT OF TRANSPORTATION (DOT)
DOT D-6.1 1988 Uniform Traffic Control Devices for
Streets and Highways
FEDERAL SPECIFICATIONS (FS)
FS TT-P-1952 (Rev. B) Paint, Traffic and Airfield
Marking, Water Emulsion Base
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
NCDOT RS 1990 Roads and Structures
SECTION 02510 PAGE 1

YOUTH CENTER, PARADISE POINT
05944026
1.2 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals."
1.2.1 SD-05, Design Data
a. Job -mix formula
1.2.1.1 Job -Mix Formula
Submit the mix design, including mixing temperature, for approval. The mix
design shall include a certified laboratory analysis of mix composition
with marshall stability value, void content, and flow. After mix design
approval, job mixes shall conform to the range of tolerances specified in
NCDOT RS. An identical mix design previously approved within the past
12 months by the Atlantic Division, Naval Facilities Engineering Command,
may be used without further approval, provided that copies of the previous
approval are submitted. Obtain acknowledgement of receipt prior to
bituminous concrete placement. Submit additional data regarding materials
if the source of the materials changes.
1.3 QUALITY ASSURANCE
1.3.1 Modification to References
Except as specified herein or as indicated, work and materials shall be in
accordance with the NCDOT RS. The provisions therein for method of
measurement and payment do not apply, and references to "Engineer" and
"State" shall be interpreted to mean the "Contracting Officer" and the
"Federal Government" respectively.
1.4 ENVIRONMENTAL REQUIREMENTS
Do not produce or place bituminous concrete when the weather is rainy or
foggy, when the base course is frozen or has excess moisture, or when the
ambient temperature is less than 40 degrees F in the shade away from
artificial heat.
1.5 BARRICADES AND SIGNALS
Provide and maintain temporary signs, signals, lighting devices, markings,
barricades, and channelizing and hand signaling devices in accordance with
DOT D-6.1 to protect personnel and new construction from damage by
equipment and vehicles until the surface is approved by the Contracting
Officer.
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Bituminous Concrete Mix
NCDOT RS, Section 645, Type I-1 for material and mix. Provide crushed
stone aggregates for the bituminous mix.
SECTION 02510 PAGE 2

YOUTH CENTER, PARADISE POINT
A.sEr-94yza
2.1.1.1 Recycled Asphalt Material
Bituminous concrete mix may contain a maximum of 25 percent by weight of
the total aggregate material, reclaimed asphalt pavement (RAP). Mix design
shall meet the requirements for the type of bituminous concrete specified.
Clearly state the viscosity of reclaimed asphalt cement, grade of new
asphalt cement, properties of recycling agent if used, and percentage of
each in the mix. Combine asphalts and recycling agents to achieve a
viscosity of 2000 plus or minus 400 poises at 140 degrees F. Furnish a new
job mix formula for each change in percentage of RAP material used.
2.1.2 Stone Base Course
NCDOT RS, Sections 1005 and 1010 for aggregate base course, standard
Size No. ABC.
2.1.3 Bituminous Tack Coat
NCDOT RS, Section 605. Emulsified asphalts shall be diluted at the rate
of one part water to one part asphalt.
2.1.4 Paint
FS TT-P-1952, white, unless indicated otherwise.
2.2 MIX PLANT
NCDOT RS, Sections 610-5.
PART 3 EXECUTION
3.1 INSTALLATION AND APPLICATION
Provide a tack coat and a bituminous concrete overlay and a stone base
course, and a bituminous concrete surface course. Subgrade preparation
shall be as specified in Section 02220, "General Excavation, Filling,
and Backfilling."
3.1.1 Stone Base Course Placement
Begin spreading base material at the point nearest the source of supply.
Permit traffic and hauling over the base. Fill ruts formed by traffic and
reroll. After base course placement, continue machining and rolling until
surface is smooth, compacted, well bonded, and true to the designed cross
section. Compact to 100 percent ASTM D 698 maximum dry density.
Maintain the base smooth and true to grade and cross section until
bituminous concrete placement.
3.1.2 Bituminous Tack Coat Placement
Provide tack coat on existing pavement to be overlaid at the rate of 0.10
gallon residual asphalt per square yard. Thoroughly clean surfaces to
receive the tack coat immediately prior to application of tack coat. Tack
coat shall be tacky at the time of bituminous concrete placement.]
SECTION 02510 PAGE 3

YOUTH CENTER, PARADISE POINT 05944026
3.1.3 Bituminous Concrete Application
3.1.3.1 Placing Temperature
Minimum temperature of bituminous concrete during placement into mechanical
spreader shall be 225 degrees F. Mixtures which have a lower temperature
shall be rejected.
3.1.3.2 Joints
Where new pavement abuts existing bituminous pavement, cut existing surface
course along straight lines approximately 6 inches from edge. Cuts shall
concrete placement, apply asphalt cement to exposed edges of cold joints.
3.1.3.3 Spreading and Finishing Equipment
Spread the bituminous concrete to a uniform density and produce a smooth
finish, true to cross section and free from irregularities. Provide
electronically controlled adjustable screeds to shape the surface to true
cross section.
3.1.3.4 Bituminous Concrete Placement
As continuous as possible. Place in maximum 2-inch lifts. Avoid passing
rollers over unprotected edges of bituminous concrete prior to bituminous
concrete cooling. If rollers pass over unprotected edges of bituminous
concrete prior to cooling, cut bituminous concrete back to expose full
depth of bituminous concrete. Immediately prior to resumption of
bituminous concrete placement, coat exposed edges of bituminous concrete
with asphalt cement. When bituminous concrete placement resumes, rake the
hot bituminous concrete against asphalt cement and compact.
3.1.3.5 Featheredges
Accomplish featheredging by raking out the larger aggregate as necessary
and sloping the pavement uniformly throughout the featheredge to create a
smooth transition. Unless indicated otherwise, featheredge transition
shall be 10 feet.
3.1.3.6 Compaction
NCOOT RS for equipment and compaction procedures, modified to compact
bituminous concrete to 96 percent of maximum laboratory density. Finished
surface shall be uniform in texture and appearance and free of cracks and
creases.
3.1.3.7 Protection
No vehicular traffic shall be allowed on pavement for a minimum of 6 hours
after final rolling, or until bituminous concrete has cured, whichever is
longer.
SECTION 02510 PAGE 4

YOUTH CENTER, PARADISE POINT
05944026
3.2 PAVEMENT MARKINGS
Unless indicated otherwise, provide painted lines 4 inches in width. Apply
paint after bituminous concrete has cured for a minimum of 7 days, and
minimum ambient temperature is 40 degrees F. Apply paint to clean, dry
surfaces, and protect surfaces from traffic until dry. Provide uniform
paint film of sufficient thickness to completely conceal pavement.
3.3 FIELD QUALITY CONTROL
3.3.1 Sampling
Provide new materials where samples are taken. Take the number and size of
samples required to perform the following tests.
3.3.1.1 Bituminous Concrete Sampling
a. Job Mix: Take one initial sample and one sample for every 400 tons
or fraction thereof.
b. Thickness: Take one sample for every 500 square yards or fraction
thereof.
C. Density: One field test for every 1000 square yards or fraction
thereof, and one laboratory test for the project. Provide minimum
4-inch diameter cores if nuclear testing is not used.
3.3.1.2 Stone Base Course Sampling
a. Thickness: Take one sample for every 500 square yards or fraction
thereof.
b. Density: One field test for every 1000 square yards or fraction
thereof, and one laboratory test for the project.
3.3.2 Testing
Provide for each sample.
3.3.2.1 Bituminous Concrete Testing
a. Job Mix: Determine gradation and bitumen content.
b. Thickness: Maximum allowable deficiency shall be 1/4 inch less
than the indicated thickness. Average thickness shall be as
indicated.
C. Density, In Place: ASTM D 2922 and ASTM D 3017; cored
sample ASTM D 1188 or ASTM D 2726.
3.3.2.2 Stone Base Course Testing
a. Thickness: Maximum allowable deficiency shall be 1/2 inch less
than the indicated thickness. Average thickness shall be as
indicated.
SECTION 02510 PAGE 5

YOUTH CENTER. PARADISE POINT
05944026
b. Density: ASTM D 1556 or ASTM D 2922 and ASTM D 3017.
-- End of Section --
SECTION 02510 PAGE 6

YOUTH CENTER, PARADISE POINT
05944026
SECTION 02571
PAVEMENT REMOVAL AND
09/94
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 D 698 1991 Laboratory Compaction
Characteristics of Soil Using Standard Effort
(12,400 ft-lbf/ft (600 kN-m/m))
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
NCDOT RS 1990 Roads and Structures
1.2 QUALITY ASSURANCE
1.2.1 Modification to References
Except as specified herein, work and materials shall be in accordance with
the NCDOT RS. The provisions therein for method of measurement and
payment do not apply, and references to "Engineer" and "State" shall mean
the "Contracting Officer" and the "Federal Government" respectively.
1.3 BARRICADES AND SIGNALS
Provide and maintain temporary signs, signals, lighting devices, markings,
barricades, and channelizing and hand signaling devices to protect
personnel and new construction from damage by equipment and vehicles until
the surface is approved by the Contracting Officer.
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Bituminous Concrete
NCDOT RS, Section 645, Type I-1 for material and mix. Provide crushed
stone aggregate for the bituminous mix.
2.1.2 Stone Base Course
NCDOT RS, Sections 1005 and 1010 for aggregate base course, standard
size no. ABC.
SECTION 02571 PAGE 1

YOUTH CENTER, PARADISE POINT
0594402G
2.1.3 Bituminous Tack Coat
NCDOT RS, Section 605. Emulsified asphalts shall be diluted at the rate
of one part water to one part asphalt.
PART 3 EXECUTION
3.1 PAVEMENT INSTALLATION
The work includes the removal of existing pavement and the provision of new
pavement where trenches, pits, and other excavations are made in the
existing pavement. Except as otherwise indicated, the restored pavement
area shall be the same kind and thickness as previously existed, and shall
match and tie into the surrounding pavement in a neat and acceptable
manner.
3.2 ROADS AND,PARKING AREAS
3.2.1 Pavement Removal
Make a straight line sawcut 12 inches beyond the edge of the excavation to
a minimum depth of 2 inches for bituminous concrete pavement. The pavement
shall be broken up and removed, along with its base and subgrade, to the
depth indicated or specified.
3.2.2 Subgrade Placement
Provide as specified in Section 02220, "General Excavation, Filling,
and Backfilling."
3.2.3 Stone Base Placement
Provide a stone base course a minimum of 8 inches thick, unless indicated
otherwise. Place the stone base in two equal lifts, with each lift
compacted to 100 percent ASTM D 698 maximum density. At the
Contractor's option, bituminous concrete may be provided in lieu of stone
base material.
3.2.4 Bituminous Concrete Placement
Provide a tack coat on the exposed edges of the cold joints and on the
bituminous concrete base when provided, and provide bituminous concrete
surface course as indicated in accordance with NCDOT RS. Place in
maximum of 2-inch lifts with each lift compacted to 96 percent of maximum
laboratory density. The finished surface shall be uniform in texture and
appearance and free of cracks and creases.
3.2.5 Bituminous Concrete Overlay
For portland cement concrete pavement overlaid with bituminous concrete
pavement, provide the Portland cement concrete pavement and bituminous
concrete pavement as specified above, except provide a tack coat at the
rate of 0.10 gallon of residual asphalt per square yard on the restored
portland cement concrete base. Allow tack coat to become tacky prior to
bituminous concrete placement. Apply the tack coat and bituminous concrete
SECTION 02571 PAGE 2

YOUTH CENTER, PARADISE POINT
05944026
pavement only when the portland cement concrete base surface is clean and
dry, and has cured for a minimum of 7 days.
3.3 MATERIAL DISPOSAL
Provide as specified in Section 02050, "Demolition and Removal."
-- End of Section --
SECTION 02571 PAGE 3

YOUTH CENTER, PARADISE POINT
05944026
SECTION 02661
EXTERIOR WATER DISTRIBUTION SYSTEM (MINOR CONSTRUCTION)
03/95
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 94 (1994) Ready -Mixed Concrete
ASTM D 3139 (1989) Joints for Plastic Pressure Pipes
Using Flexible Elastomeric Seals
ASTM F 477 (1993) Elastomeric Seals (Gaskets) for
Joining Plastic Pipe
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA C104/A21.4 (1990) Cement -Mortar Lining for
Ductile -Iron Pipe and Fittings for Water
AWWA C105/A21.5 (1993) Polyethylene Encasement for
Ductile - Iron Piping for Water and Other
Liquids
AWWA C110/A21.10 (1993) Ductile -Iron and Gray -Iron
Fittings, 3in. Through 48in., for Water and
Other Liquids
AWWA C111/A21.11 (1990; Erratum 1991) Rubber -Gasket Joints
for Ductile -Iron Pressure Pipe and Fittings
AWWA C115/A21.15 (1988) Flanged Ductile -Iron Pipe with
Threaded Flanges
ANSI/AWWA C151/A21.51 (1991) Ductile -Iron Pipe, Centrifugally
Cast, for Water or Other Liquids
AWWA C153/A21.53 (1988) Ductile -Iron Compact Fittings, 3
in. Through 16 in., for Water and Other
Liquids
AWWA C500 (1993) Gate Valves for Water and Sewerage
Systems
AWWA C502 (1985; Errata 1985) Dry -Barrel Fire
Hydrants
SECTION 02661 PAGE 1

YOUTH CENTER, PARADISE POINT
05944026
AWWA C503
AWWA C509
AWWA C600
AWWA C651
AWWA C900
P-A i5t'uY#?
(1988) Wet -Barrel Fire Hydrants
(1987) Resilient -Seated Gate Valves for
Water and Sewerage Systems
(1993) Installation of Ductile -Iron Water
Mains and Their Appurtenances
(1992) Disinfecting Water Mains
(1989; Addendum 1992) Polyvinyl Chloride
(PVC) Pressure Pipe, 4 in. through 12 in.,
for Water Distribution
(1980) PVC Pipe - Design and Installation
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 24 (1992) Installation of Private Fire
Service Mains and Their Appurtenances
UNI-BELL PVC PIPE ASSOCIATION (UBPPA)
UBPPA UNI-B-3 (1988) Installation of Polyvinyl Chloride
(PVC) Pressure Pipe
UNDERWRITERS LABORATORIES INC. (UL)
UL 246 (1993; R 1994, Bul. 1994) Hydrants for
Fire -Protection Service
UL 262 (1994) Gate Valves for Fire -Protection
Service
1.2 RELATED REQUIREMENTS
Section 15011, "Mechanical General Requirements," applies to this
section with additions and modifications specified herein.
1.3 DESIGN REQUIREMENTS
1.3.1 Water Distribution Mains
Provide water distribution mains indicated as 4-inch diameter and larger of
ductile -iron pipe and polyvinyl chloride (PVC) plastic water main pipe.
Provide valves and water main accessories where indicated. Submit design
calculations for water piping.
1.4 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals."
SECTION 02661 PAGE 2

YOUTH CENTER. PARADISE POINT
05944026
1.4.1 SD-02, Manufacturer's Catalog Data
a. Water distribution main piping, fittings, joints, valves and
couplings
b. Water service line piping, fittings, joints, valves and
couplings
C. Hydrants
d. valve boxes
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery and Storage
Inspect materials delivered to site for damage. Unload and store with
minimum handling. Store materials on site in enclosures or under
protective covering. Store [plastic piping and jointing materials, and]
rubber gaskets under cover out of direct sunlight. Do not store materials
directly on the ground. Keep inside of pipes and fittings free of dirt and
debris.
1.5.2 Handling
Handle pipe, fittings, valves, hydrants, and other accessories in a manner
to ensure delivery to the trench in sound undamaged condition. Take
special care to avoid injury to coatings and linings on pipe and fittings;
make satisfactory repairs if coatings or linings are damaged. Carry, do
not drag pipe to the trench. Store rubber gaskets [and plastic piping and
jointing materials] that are not to be installed immediately, under cover
out of direct sunlight.
PART 2 PRODUCTS
2.1 WATER DISTRIBUTION MAIN MATERIALS
2.1.1 Piping Materials
2.1.1.1 Ductile -Iron Piping
a. Pipe and fittings: Pipe shall conform to ANSI/AWWA C151/A21.51
and shall be Pressure Class 51. Flanged pipe shall conform to
AWWA C115/A21.15. Fittings shall conform to AWWA
C110/A21.10 or AWWA C153/A21.53; fittings with push -on joint
ends shall conform to same requirements as fittings with
mechanical -joint ends, except that the bell design shall be
modified, as approved, for push -on joint. Fittings shall have
pressure rating at least equivalent to that of the pipe. Ends of
pipe and fittings shall be suitable for the specified joints. Pipe
and fittings shall have cement -mortar lining conforming to AWWA
C104/A21.4, standard thickness.
b. Joints and jointing material
SECTION 02661 PAGE 3

YOUTH CENTER, PARADISE POINT
05944026
(1) Joints: Joints for pipe and fittings shall be push -on or
mechanical joints. In lieu of push -on or mechanical joints,
the joint may be mechanically coupled type using a sleeve -type
mechanical coupling, as specified in paragraph entitled,
"Sleeve -Type Mechanical Couplings," subject to the limitations
specified therein.
(2) Push -on joints: Shape of pipe ends and fitting ends, gaskets,
and lubricant for joint assembly shall conform to AWWA
C111/A21.11.
(3) Mechanical joints: Dimensional and material requirements for
pipe ends, glands, bolts and nuts, and gaskets shall conform
to AWWA C111/A21.11.
(4) Insulating joints: Designed to prevent metal -to -metal contact
at the joint between adjacent sections of piping. Joint shall
be of the flanged type with insulating gasket, insulating bolt
sleeves, and insulating washers. Gasket shall be of the
dielectric type, full face, and in other respects as
recommended in the Appendix to AWWA C115/A21.15. Bolts
and nuts shall be as recommended in the Appendix to AWWA
C115/A21.15.
2.1.1.2 PVC Plastic Water Main Pipe and Associated Fittings
a. Pipe and fittings: Pipe shall conform to AWWA C900 and shall
be plain end or gasket bell end, Pressure Class 200 (DR 14) with
cast -iron -pipe -equivalent OD. Fittings shall be gray -iron or
ductile -iron conforming to AWWA C110/A21.10 or AWWA
C153/A21.53, and shall have cement -mortar lining conforming to
AWWA C104/A21.4, standard thickness. Fittings with push -on
joint ends shall conform to the same requirements as fittings with
mechanical -joint ends, except that bell design shall be modified
for push -on joint for use with specified PVC plastic pipe.
b. Joints and jointing material: Joints for pipe.shall be push -on
joints as specified in ASTM D 3139. Joints between pipe and
metal fittings, valves, and other accessories shall be push -on
joints as specified in ASTM D 3139 or shall be compression -type
joints/mechanical-joints as respectively specified in ASTM D
3139 and AWWA Cill/A21.11. Provide each joint connection
with an elastomeric gasket suitable for the bell or coupling with
which it is to be used. Gaskets for push -on joints for pipe shall
conform to ASTM F 477. Gaskets for push -on joints and
compression -type joints/mechanical joints for joint connections
between pipe and metal fittings, valves, and other accessories
shall be as specified in AWWA C111/A21.11 for push -on joints
and mechanical joints. Mechanically coupled joints using a sleeve
type mechanical coupling, as specified in paragraph entitled
"Sleeve -Type Mechanical Couplings," may be used as an optional
jointing method in lieu of push -on joints on plain -end PVC plastic
pipe, subject to limitations specified for mechanically -coupled
joints using a sleeve -type mechanical coupling and to the use of
internal stiffeners as specified for compression -type joints in
SECTION 02661 PAGE 4

YOUTH CENTER. PARADISE POINT 05944026
ASTM D 3139.
2.1.2 Valves, Hydrants, and Other Water Main Accessories
2.1.2.1 Gate Valves on Buried Piping
AWWA C500, AWWA C509, or UL 262. Unless otherwise
specified, valves conforming to AWWA C500 shall be nonrising stem type
with double -disc gates and mechanical -joint ends or push -on joint ends as
appropriate for the adjoining pipe. Unless specified otherwise, valves
conforming to AWWA C509 shall be nonrising stem type with
mechanical -joint ends. Unless otherwise specified, valves conforming to
UL 262 shall be inside -screw type with operating nut, double -disc or
split -wedge type gate, designed for a hydraulic working pressure of 175
psi, and shall have mechanical -joint ends or push -on joint ends as
appropriate for the pipe to which it is joined. Materials for UL 262
valves shall conform to the reference standards specified in AWWA C500.
Valves shall open by counterclockwise rotation of the valve stem.
Stuffing boxes shall have 0-ring stem seals and shall be bolted and
constructed so as to permit easy removal of parts for repair. In lieu of
mechanical -joint ends and push -on joint ends, valves may have special ends
for connection to sleeve -type mechanical coupling. Valve ends and gaskets
for connection to sleeve -type mechanical coupling shall conform to the
applicable requirements specified respectively for the joint or coupling.
Valves shall be of one manufacturer.
2.1.2.2 Fire Hydrants
Dry -barrel type hydrants shall conform to AWWA C502 or to UL 246,
"Base Valve" design, and shall have 6-inch inlet, 5 1/4-inch valve
opening, one 4 1/2-inch pumper connection, and two 2 1/2-inch hose
connections. Inlet shall have mechanical -joint or push -on joint end; end
shall conform to the applicable requirements as specified for the joint.
Size and shape of operating nut, cap nuts, and threads on hose and pumper
connections shall be as specified in AWWA C502 or AWWA C503 or UL 246
indicated. Hydrants indicated as "traffic type," shall have frangible
sections as specified in AWWA C502 or breakable features as specified in
AWWA C503. Traffic type hydrant shall have special couplings joining upper
and lower sections of hydrant barrel and upper and lower sections of
hydrant stem and shall be designed to have the special couplings break from
a force not less than that which would be imposed by a moving vehicle;
hydrant shall operate properly under normal conditions.
2.1.2.3 Valve Boxes
Provide a valve box for each gate valve on buried piping. Valve boxes
shall be of cast iron or precast concrete of a size suitable for the valve
on which it is to be used and shall be adjustable. Provide a round head.
Cast the word "WATER" on the lid. The least diameter of the shaft of the
box shall be 5 1/4 inches. Each cast-iron box shall have a heavy coat of
bituminous paint.
SECTION 02661 PAGE 5

YOUTH CENTER, PARADISE POINT
2.1.2.4 Tracer Wire for Nonmetallic Piping
05944026
Tracer wire shall be bare copper or aluminum wire not less than 0.10 inch
in diameter, provided in sufficient length to be continuous over each
separate run of nonmetallic pipe.
PART 3 EXECUTION
3.1 INSTALLATION OF PIPELINES
3.1.1 General Requirements for Installation of Pipelines
These requirements shall apply to pipeline installation except where
specific exception is made in the "Special Requirements..." paragraphs.
3.1.1.1 Location of Water Lines
The work covered by this section shall terminate at a point approximately
5 feet from building, unless otherwise indicated on drawings. Do not lay
water lines in the same trench with gas lines fuel lines or electric
wiring.
a. Water piping installation parallel with sanitary sewer piping
(1) Normal conditions. Water piping shall be laid at least 10 feet horizon
tally from a sewer or sewer manhole
whenever possible. Distance shall be measured edge to edge.
(2) Unusual conditions. When local conditions prevent a
horizontal separation of 10 feet, water piping may
be laid closer to a sewer or sewer manhole provided:
(a) Bottom (invert) of the water piping shall be at least
18 inches above the top (crown) of the
sewer piping.
(b) Where this vertical separation cannot be obtained, sewer
piping shall be constructed of AWWA-approved water pipe,
pressure tested in place without leakage prior to
backfilling.
(c) Sewer manhole shall be of watertight construction and
tested in place.
b. Installation of water piping crossing sanitary sewer piping
(1) Normal conditions. Water piping crossing above sewer piping
shall be laid to provide a separation of at least
18 inches between the bottom of the water piping and the
top of the sewer piping.
(2) Unusual. conditions. When local conditions prevent 'a vertical
separation described above, the following construction shall
be used:
SECTION 02661 PAGE 6

YOUTH CENTER, PARADISE POINT
05944026
(a) Sewer piping passing over or under water piping shall be
constructed of AWWA-approved water piping, pressure
tested in place without leakage prior to backfilling.
(b) Water piping passing under sewer piping shall, in
addition, be protected by providing the following. A
vertical separation of at least 18 inches
between bottom of sewer piping and top of water piping;
adequate structural support for sewer piping to prevent
excessive deflection of joints and settling on and
breaking of water piping; and that the length minimum
18 feet of water piping be centered at the
point of crossing so that joints shall be equidistant and
as far as possible from sewer piping.
C. Sanitary sewer piping or sanitary sewer manholes. No water
piping shall pass through or come in contact with any part of a
sewer manhole.
3.1.1.2 Earthwork
Perform earthwork operations in accordance with Section 02225.
3.1.1.3 Pipe Laying and Jointing
Remove fins and burrs from pipe and fittings. Before placing in position,
clean pipe, fittings, valves, and accessories and maintain in a clean
condition. Provide proper facilities for lowering sections of pipe into
trenches. Do not under any circumstances drop or dump pipe, fittings,
valves, or other water line material into trenches. Cut pipe accurately to
length established at the site and work into place without springing or
forcing. Replace by one of the proper length any pipe or fitting that does
not allow sufficient space for proper installation of jointing material.
Blocking or wedging between bells and spigots will not be permitted. Lay
bell -and -spigot pipe with bell end pointing in the direction of laying.
Grade pipeline in straight lines; avoid formation of dips and low points.
Support pipe at proper elevation and grade, and secure firm, uniform
support. Wood support blocking will not be permitted. Lay pipe so that
full length of each section of pipe and each fitting will rest solidly on
the pipe bedding; excavate recesses to accommodate bells, joints, and
couplings. Provide anchors and supports where indicated and where
necessary for fastening work into place. Make proper provision for
expansion and contraction of pipelines. Keep trenches free of water until
joints have been properly made. At the end of each work day, close open
ends of pipe temporarily with wood blocks or bulkheads. Do not lay pipe
when conditions of trench or weather prevents installation. Depth of cover
over top of pipe shall not be less than 3 feet.
3.1.1.4 Installation of Tracer Wire
Install a continuous length of tracer wire for full length of each run of
nonmetallic pipe. Attach wire to top of pipe in such manner that it will
not be displaced during construction operations. '
SECTION 02661 PAGE 7

YOUTH CENTER, PARADISE POINT
05944026
3.1.1.5 Connections to Existing Water Lines
After approval is obtained, make connections to existing water lines with a
minimum interruption of service on the existing line. Use tapping or
drilling machine valve and mechanical joint type sleeves for connections to
be made under pressure. Bolt sleeves around mains; bolt valve conforming
to AWWA C500 to the branch. Open valve, attach drilling machine, make
tap, close valve, and remove drilling machine, all without interruption of
service. Notify the Contracting Officer in writing at least 15 days prior
to the date the connections are required; receive approval before any
service is interrupted. Furnish all materials required to make connections
into the existing water supply systems and perform all excavation,
backfilling, and other incidental labor as required.
3.1.2 Installation of Water Mains
3.1.2.1 Special Requirements for Ductile -Iron Piping
a. Installation, general: Unless otherwise specified in the following
subparagraphs, install pipe and fittings in accordance with
paragraph entitled "General Requirements for Installation of
Pipelines" and with the requirements of AWWA C600 for pipe
installation, joint assembly, valve -and -fitting installation, and
thrust restraint.
b. Jointing:
(1) Make push -on joints with the gaskets and lubricant previously
specified for this type joint; assemble in accordance with the
applicable requirements of AWWA C600 for joint assembly.
(2) Make mechanical joints with the gaskets, glands, bolts, and
nuts specified for this type joint; assemble in accordance
with the applicable requirements of AWWA C600 for joint
assembly and with the recommendations of Appendix A to AWWA
C111/A21.11.
C. Pipe anchorage: Provide concrete thrust blocks, reaction backing,
for pipe anchorage, except where metal harness is indicated.
Thrust blocks shall be in accordance with the requirements of
AWWA C600 for thrust restraint, except that size and
positioning of thrust blocks shall be as indicated. Use concrete
conforming to ASTM C 94 having a minimum compressive strength
of 2,000 psi at 28 days; or use concrete of a mix not leaner than
one part cement, 2 1/2 parts sand, and 5 parts gravel, having the
same minimum compressive strength. Metal harness shall be in
accordance with requirements of AWWA C600 for thrust restraint,
using tie rods and clamps as shown in NFPA 24 , except as otherwise
indicated.
d. Exterior protection: Completely encase buried ductile iron
pipelines with polyethylene tube or sheet, using Class A
polyethylene film, in accordance with AWWA C105/A21.5. '
SECTION 02661 PAGE 8

YOUTH CENTER. PARADISE POINT 05944026
3.1.2.2 Special Requirements for PVC Plastic Water Main
a. Installation, general: Unless otherwise specified, install pipe
and fittings in accordance with paragraph entitled "General
Requirements for Installation of Pipelines" and requirements of
UBPPA UNI-B-3 for laying of pipe, joining PVC pipe to fittings
and accessories, and setting of hydrants, valves, and fittings; and
with recommendations for pipe joint assembly'and appurtenance
installation in AWWA M23, Chapter 7, "Installation."
b. Jointing: Make push -on joints with the elastomeric gaskets
specified for this type joint, using either elastomeric-gasket
bell -end pipe or elastomeric-gasket couplings.- For pipe -to -pipe
push -on joint connections, use only pipe with push -on joint ends
having factory -made bevel; for push -on joint connections to metal
fittings, valves, and other accessories, cut spigot end of pipe off
square and re -bevel pipe end to a bevel approximately the same as
that on ductile -iron pipe used for the same type of joint. Use an
approved lubricant recommended by the pipe manufacturer for push -on
joints. Assemble push -on joints for pipe -to -pipe joint connections
in accordance with the requirements of UBPPA UNI-B-3 for laying
the pipe and the recommendations in AWWA M23, Chapter 7,
"Installation," for pipe joint assembly. Assemble push -on joints
for connection to fittings, valves, and other accessories in
accordance with therequirementsof UBPPA UNI-B-3 for joining
PVC pipe to fittings and accessories and with the applicable
requirements of AWWA C600 for joint assembly. Make
compression -type joints/mechanical-joints with the gaskets, glands,
bolts, nuts, and internal stiffeners specified for this type joint;
assemble in accordance with the requirements of UBPPA UNI-B-3
for joining PVC,pipe to fittings and accessories, with the
applicable requirements of AWWA C600 for joint assembly, and
with the recommendations of Appendix A to AWWA C111/A21.11.
Cut off spigot end of pipe for compression -type
joint/mechanical-joint connections and do not re -bevel. Assemble
joints made with sleeve -type mechanical couplings in accordance
with the recommendations of the coupling manufacturer using
internal stiffeners as specified for compression -type joints.
C. Pipe anchorage: Provide concrete thrust blocks (reaction backing)
for pipe anchorage, except where metal harness is indicated. Thrust
blocks shall be in accordance with the requirements of UBPPA
UNI-B-3 for reaction or thrust blocking and plugging of dead
ends, except that size and positioning of thrust blocks shall be as
indicated. Use concrete conforming to ASTM C 94 having a
minimum compressive strength of 2,000 psi at 28 days; or use
concrete of a mix not leaner than one part cement, 2 1/2 parts
sand, and 5 parts gravel, having the same minimum compressive
strength. Metal harness shall be as indicated.
3.1.2.3 Installation of Valves and Hydrants
a. Installation of valves: Install gate valves conforming to AWWA
C500 and UL 262 in accordance with AWWA C600 for
valve -and -fitting installation and with the recommendations of the
SECTION 02661 PAGE 9

YOUTH CENTER, PARADISE POINT
05944026
Appendix ("Installation, Operation, and Maintenance of Gate
Valves") to AWWA C500. Install gate valves conforming to
AWWA C509 in accordance with AWWA C600 for
valve -and -fitting installation and with the recommendations of the
Appendix ("Installation, Operation, and Maintenance of Gate
Valves") to AWWA C509. Install gate valves on PVC water mains
in addition in accordance with the recommendations of AWWA M23
for appurtenance installation in AWWA M23, Chapter 7,
"Installation." Install check valves in accordance with the
applicable requirements of AWWA C600 for valve -and -fitting
installation, except as otherwise indicated. Make and assemble
joints to gate valves as specified for making and assembling the
same type joints between pipe and fittings.
b. Installation of hydrants: Install hydrants, except for metal
harness, in accordance with the requirements of AWWA C600 for
hydrant installation and as indicated. Make and assemble joints as
specified for making and assembling the same type joints between
pipe and fittings. Provide metal harness as specified under pipe
anchorage requirements for the respective pipeline material to
which hydrant is attached.
3.1.3 Disinfection
Disinfect new water piping and existing water piping affected by
Contractor's operations in accordance with AWWA C651. Fill piping
systems with solution containing minimum of 50 parts per million of
available chlorine and allow solution to stand for minimum of 24 hours.
Flush solution from the systems with domestic water until maximum residual
chlorine content is within the range of 0.2 to 0.5 parts per million, or
the residual chlorine content of domestic water supply. Obtain at least
two consecutive satisfactory bacteriological samples from new water piping,
analyze by a certified laboratory, and submit the results prior to the new
water piping being placed into service. Disinfection of systems supplying
nonpotable water is not required.
3.2 FIELD QUALITY CONTROL
3.2.1 Field Tests and Inspections
The Contracting Officer will conduct field inspections and witness field
tests specified in this section. The Contractor shall perform field tests,
and provide labor, equipment,and incidentals required for testing, except
that water and electric power needed for field tests will be furnished.
The Contractor shall produce evidence, when required, that any item of work
has been constructed properly in accordance with the drawings and
specifications. Do not begin testing on any section of a pipeline where
concrete thrust blocks have been provided until at least 5 days after
placing of the concrete.
3.2.2 Testing Procedure
Test water mains and water service lines in accordance with the'
applicable specified standard, except for the special testing requirements
given in paragraph entitled "Special Testing Requirements." Test
SECTION 02661 PAGE 10

YOUTH CENTER, PARADISE POINT
05944026
ductile -iron water mains in accordance with the requirements of AWWA
C600 for hydrostatic testing. The amount of leakage on ductile -iron
pipelines with mechanical joints or push -on joints shall not exceed the
amounts given in AWWA C600; no leakage will be allowed at joints made
by any other method. Test PVC plastic water mains in accordance with
UBPPA UNI-B-3 for pressure and leakage tests. The amount of leakage on
pipelines made of PVC plastic water main pipe shall not exceed the amounts
given in UBPPA UNI-B-3, except that at joints made with sleeve -type
mechanical couplings, no leakage will be allowed. Test water service lines
in accordance with applicable requirements of AWWA C600 for hydrostatic
testing. No leakage will be allowed at copper tubing joints (soldered,
compression type, brazed plastic pipe joints flanged joints and threaded
joints.
3.2.3 Special Testing Requirements
For pressure test, use a hydrostatic pressure 50 psi greater than the
maximum working pressure of the system, except that for those portions of
the system having pipe size larger than 2 inches in diameter, hydrostatic
test pressure shall be not less than 200 psi. Hold this pressure for not
less than 2 hours. Prior to the pressure test, fill that portion of the
pipeline being tested with water for a soaking period of not less than 24
hours. For leakage test, use a hydrostatic pressure not less than the
maximum working pressure of the system. Leakage test may be performed at
the same time and at the same test pressure as the pressure test.
-- End of Section --
SECTION 02661 PAGE 11

YOUTH CENTER, PARADISE POINT
05944026
SECTION 02730
EXTERIOR SANITARY SEWER SYSTEM
03/95
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 A 746 (1986; R 1991) Ductile Iron Gravity Sewer
Pipe
ASTM C 443 (1985; Rev. A, R 1990) Joints for
Circular Concrete Sewer and Culvert Pipe,
Using Rubber Gaskets
ASTM C 478 (1993) Precast Reinforced Concrete
Manhole Sections
ASTM C 923
(1989) Resilient Connectors Between
Reinforced Concrete Manhole Structures, Pipes
and Laterals
ASTM C 924
(1989) Concrete Pipe Sewer Lines by
Low -Pressure Air Test Method
ASTM C 969
(1982; R 1990) Infiltration and
Exfiltration Acceptance Testing of Installed
Precast Concrete Pipe Sewer Lines
ASTM D 2321
(1969) Underground Installation of
Thermoplastic Pipe for Sewers and Other
Gravity -Flow Applications
ASTM D 2412
(1993) Determination of External Loading
Characteristics of Plastic Pipe by
Parallel -Plate Loading
ASTM D 3034
(1993) Type PSM Poly(Vinyl Chloride)
(PVC) Sewer Pipe and Fittings
ASTM D 3212
(1992) Joints for Drain and Sewer Plastic
Pipes Using Flexible Elastomeric Seals
ASTM D 4101
(1992; Rev. B) Propylene Plastic
Injection and Extrusion Materials
ASTM F 477
(1993) Elastomeric Seals (Gaskets) for
Joining Plastic Pipe
SECTION 02730 PAGE 1

YOUTH CENTER, PARADISE POINT 05944026
ASTM F 949 (1993; Rev. A) Poly(Vinyl Chloride) (PVC)
Corrugated Sewer Pipe with a Smooth Interior
and Fittings
AMERICAN WATER WORKS ASSOCIATION (AWWA)
AWWA C104/A21.4 (1990) Cement -Mortar Lining for
Ductile -Iron Pipe and Fittings for Water
AWWA C105/A21.5 (1993) Polyethylene Encasement for
Ductile - Iron Piping for Water and Other
Liquids
AWWA C110/A21.10 (1993) Ductile -Iron and Gray -Iron
Fittings, 3in. Through 48in., for Water and
Other Liquids
AWWA C111/A21.11 (1990; Erratum 1991) Rubber -Gasket Joints
for Ductile -Iron Pressure Pipe and Fittings
AWWA C153/A21.53 (1988) Ductile -Iron Compact Fittings, 3
in. Through 16 in., for Water and Other
Liquids
AWWA C600 (1993) Installation of Ductile -Iron Water
Mains and Their Appurtenances
CODE OF FEDERAL REGULATIONS (CFR)
29 CFR 1910.27 Fixed Ladders
FEDERAL SPECIFICATIONS (FS)
FS RR-F-621 (Rev. E) Frames, Covers, Gratings, Steps,
Sump and Catch Basin, Manhole
UNI-BELL PVC PIPE ASSOCIATION (UBPPA)
UBPPA UNI-B-6 (1990) Low -Pressure Air Testing of
Installed Sewer Pipe
1.2 RELATED REQUIREMENTS
Section 15011,"Mechanical General Requirements," applies to this
section with additions and modifications as specified herein.
1.3 SYSTEM DESCRIPTION
1.3.1 Sanitary Sewer Gravity Pipeline
Provide new and modify existing exterior sanitary gravity sewer piping and
appurtenances. Provide each system complete and ready for operation. The
exterior sanitary gravity sewer system includes equipment, materials,
installation, and workmanship as specified herein more than 5 feet outside
SECTION 02730 PAGE 2

YOUTH CENTER, PARADISE POINT
0594402G
of building walls.
1.4 SUBMITTALS
Submit the following in accordance with Section 01300, "Submittals."
1.4.1 SD-02, Manufacturer's Catalog Data
a. Pipeline materials including joints, fittings, and couplings
Submit manufacturer's standard drawings or catalog cuts.
1.4.2 SD-04, Drawings
a. Precast concrete manhole
b. Metal items
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery and Storage
1.5.1.1 Piping
Inspect materials delivered to site for damage; store with minimum of
handling. Store materials on site in enclosures or under protective
coverings. Store plastic piping and jointing materials and rubber gaskets
under cover out of direct sunlight. Do not store materials directly on the
ground. Keep inside of pipes and fittings free of dirt and debris.
1.5.1.2 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.
1.5.2 Handling
Handle pipe, fittings, and other accessories in such manner as to ensure
delivery to the trench in sound undamaged condition. Carry, do not drag,
pipe to trench.
PART 2 PRODUCTS
2.1 PIPELINE MATERIALS
2.1.1 Ductile Iron Gravity Sewer Pipe and Associated Fittings
2.1.1.1 Ductile Iron Gravity Pipe and Fittings
Ductile iron pipe shall conform to ASTM A 746, Thickness Class 51.
Fittings shall conform to AWWA C110/A21.10 or AWWA C153/A21.53. '
Fittings with push -on joint ends shall conform to the same requirements as
fittings with mechanical -joint ends, except that the bell design shall be
SECTION 02730 PAGE 3

YOUTH CENTER, PARADISE POINT
05944026
modified, as approved by the Contracting Officer, for push -on joint.
Fittings shall have strength at least equivalent to that of the pipe. Ends
of pipe and fittings shall be suitable for the joints specified
hereinafter. Pipe and fittings shall have cement -mortar lining conforming
to AWWA C104/A21.4, standard thickness.
2.1.1.2 Ductile Iron Gravity Joints and Jointing Materials
Pipe and fittings shall have push -on joints or mechanical joints, except as
otherwise specified in this paragraph. Push -on joint pipe ends and fitting
ends, gaskets, and lubricant for joint assembly shall conform to AWWA
C111/A21.11. Mechanical joint requirements for pipe ends, glands, bolts
and nuts, and gaskets shall conform to AWWA C111/A21.11.
2.1.2 PVC Plastic Gravity Sewer Piping
211.2.1 PVC Plastic Gravity Pipe and Fittings
ASTM D 3034, SDR 35, or ASTM F 949 with ends suitable for
elastomeric gasket joints.
2.1.2.2 PVC Plastic Gravity Joints and Jointing Material
Joints shall conform to ASTM D 3212. Gaskets shall conform to ASTM F
477.
2.2 MISCELLANEOUS MATERIALS
2.2.1 Precast Concrete and Associated Materials
2.2.1.1 Precast Concrete Manhole Sections
Precast concrete manhole risers, base sections, and tops shall conform to
ASTM C 478. Base and first riser shall be monolithic.
2.2.1.2 Gaskets and Connectors
Gaskets for joints between manhole sections shall conform to ASTM C
443. Resilient connectors for making joints between manhole and pipes
entering manhole shall conform to ASTM C 923.
2.2.2 Metal Items
2.2.2.1 Frames, Covers, and Gratings for Manholes
FS RR-F-621, cast iron; figure numbers shall be as follows:
a. Traffic manhole: Provide in all areas.
2.2.2.2 Manhole Steps
Zinc -coated steel as indicated 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 443, except shore A durometer hardness
SECTION 02730 PAGE 4

YOUTH CENTER, PARADISE POINT
05944026
shall be 70 plus or minus 5. Aluminum steps or rungs will not be
permitted. Steps are not required in manholes less than 4 feet deep.
PART 3 EXECUTION
3.1 INSTALLATION OF PIPELINES AND APPURTENANT CONSTRUCTION
3.1.1 General Requirements for Installation of Pipelines
Apply except where specific exception is made in the following paragraphs
entitled, "Special Requirements."
3.1.1.1 Location
The work covered by this section shall terminate at a point approximately
5 feet from the building.
a. Sanitary piping installation parallel with water line:
(1) Normal conditions: Sanitary piping or manholes shall be laid
at least 10 feet horizontally from a water line
whenever possible. The distance shall be measured
edge -to -edge.
(2) Unusual conditions: When local conditions prevent a
horizontal separation of 10 feet, the sanitary
piping or manhole may be laid closer to a water line provided
that:
(a) The top (crown) of the sanitary piping shall be at least
18 inches below the bottom (invert) of the
water main.
(b) Where this vertical separation cannot be obtained, the
sanitary piping shall be constructed of AWWA-approved
water pressure tested ductile iron in place without
leakage prior to backfilling.
(c) The sewer manhole shall be of watertight construction and
tested in place.
b. Installation of sanitary piping crossing a water line:
(1) Normal conditions: Lay sanitary piping crossing water lines
to provide a separation of at least 18 inches
between the top of the sanitary piping and the bottom of the
water line whenever possible.
(2) Unusual conditions: When local conditions prevent a vertical
separation described above, use the following construction:
(a) Sanitary piping passing over or under water lines shall
be constructed of AWWA-approved ductile iron pipe for a
minimum of 10' clear of crossing. Pipe shall be pressure
tested in place without leakage prior to backfilling.
SECTION 02730 PAGE 5

YOUTH CENTER, PARADISE POINT
05944026
(b) Sanitary piping passing over water lines shall, in
addition, be protected by providing:
1. Installation of new water and sewer lines: A
vertical separation of at least 18 inches
between the bottom of the sanitary piping and the top of the
water line.
2. Adequate structural support for the sanitary piping
to prevent excessive deflection of the joints and
the settling on and breaking of the water line.
3. That the length of pipe section, minimum
18 feet, of the sanitary piping be centered at the point
of the crossing so that joints shall be equidistant and as far
as possible from the water line.
C. Sanitary sewer manholes: No water piping shall pass through or
come in contact with any part of a sanitary sewer manhole.
3.1.1.2 Earthwork
Perform earthwork operations in accordance with Section 02225.
3.1.1.3 Pipe Laying and Jointing
Inspect each pipe and fitting before and after installation; replace those
found defective and remove from site. Provide proper facilities for
lowering sections of pipe into trenches. Lay nonpressure pipe with the
bell ends in the upgrade direction. Adjust spigots in bells to give a
uniform space all around. Blocking or wedging between bells and spigots
will not be permitted. Replace by one of the proper dimensions, pipe or
fittings that do not allow sufficient space for 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 25 feet
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
Obtain approval from the Contracting Officer before making connection to
existing line. Conduct work so that there is minimum interruption of
service on existing line.
3.1.1.5 Installation of Ductile Iron Gravity Sewer Pipe
Unless otherwise specified, install pipe and associated fittings in
accordance with paragraph entitled, "General Requirements for Installation
of Pipelines" of this section and with the requirements of AWWA C600
for pipe installation and joint assembly.
a. Make push -on joints with the gaskets and lubricant specified for
this type joint and assemble in accordance with the applicable
SECTION 02730 PAGE 6

YOUTH CENTER, PARADISE POINT
05944026
requirements of AWWA C600 for joint assembly. Make
mechanical -joints with the gaskets, glands, bolts, and nuts
specified for this type joint and assemble in accordance with the
applicable requirements of AWWA C600 for joint assembly and the
recommendations of Appendix A to AWWA C111/A21.11.
b. Exterior protection: Completely encase buried ductile iron
pipelines with polyethylene tube or sheet in accordance with AWWA
C105/A21.5, using Class A polyethylene film.
3.1.1.E Installation of PVC Plastic Piping
Install pipe and fittings in accordance with paragraph entitled, "General
Requirements for Installation of Pipelines" of this section 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 and
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.
3.1.1.7 Cleanouts
Construct cleanouts as indicated in the detail drawings.
3.1.2 Manhole 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 sewer sections. For changes in direction of the
sewer 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. No parging will be
permitted on interior manhole walls. For precast concrete construction,
make joints between manhole sections with the gaskets specified for this
purpose; install in the manner specified for installing joints in concrete
piping. Parging will not be required for precast concrete manholes.
Cast -in -place concrete work shall be in accordance with the requirements
specified under paragraph entitled, "Concrete Work" of this section. Make
joints between concrete manholes and pipes entering manholes with the
resilient connectors specified for this purpose; installiin accordance with
the recommendations of the connector manufacturer. Where a new manhole is
constructed on an existing line, remove existing pipe as necessary to
construct the manhole. Cut existing pipe so that pipe ends are
approximately flush with the interior face of manhole wall, but not
protruding into the manhole. Use resilient connectors as previously
specified for pipe connectors to concrete manholes.
3.1.3 Miscellaneous Construction and Installation
3.1.3.1 Metal Work
a. workmanship and finish: Perform metal work so that workmanship and
finish will be equal to the best practice in modern structural
SECTION 02730 PAGE 7

YOUTH CENTER, PARADISE POINT
0594402G
shops and foundries. Form iron to shape and size with sharp lines
and angles. Do shearing and punching so that clean true lines and
surfaces are produced. Make castings sound and free from warp,
cold shuts, and blow holes that may impair their strength or
appearance. Give exposed surfaces a smooth finish with sharp
well-defined lines and arises. Provide necessary 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 labor, equipment, and incidentals required for testing,
except that water and electric power needed for field tests will be
furnished. Be able to produce evidence, when required, that each item of
work has been constructed in accordance with the drawings and
specifications.
3.2.2 Tests for Nonpressure Lines
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. When
pressure piping is used in a nonpressure line for nonpressure use, test
this piping as specified for nonpressure pipe.
3.2.2.1 Leakage Tests
Test lines for leakage by either infiltration tests or exfiltration
tests, or by low-pressure air tests. Prior to testing for leakage,
backfill trench up to at least 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 leakage or pressure drop exceeds the allowable amount
specified, make satisfactory correction and retest pipeline section in the
same manner. Correct visible leaks regardless of leakage test results..
a. Infiltration tests and exfiltration tests: Perform these tests for
sewer lines made of the specified materials, not only concrete, in
accordance with ASTM C 969. Make calculations in accordance
with the Appendix to ASTM C 969.
b. Low-pressure air tests: Perform tests as follows:
(1) Ductile -iron pipelines: Test in accordance with the
applicable requirements of ASTM C 924. Allowable pressure
drop shall be as given in ASTM C 924. Make calculations
in accordance with the Appendix to ASTM C 924.
(2) PVC plastic pipelines: Test in accordance with UBPPA
UNI-B-6. Allowable pressure drop shall be as given in
UBPPA UNI-B-6. Make calculations in accordance with the
Appendix to UBPPA UNI-B-6.
SECTION 02730 PAGE 8

YOUTH CENTER, PARADISE POINT
0594402G
3.2.2.2 Deflection Testing
Perform a deflection test on entire length of installed plastic pipeline
on completion of work adjacent to and over the pipeline, including leakage
tests, backfilling, placement of fill, grading, paving, concreting, and any
other superimposed loads determined in accordance with ASTM D 2412.
Deflection of pipe in the installed pipeline under external loads shall not
exceed 4.5 percent of the average inside diameter of pipe. Determine
whether the allowable deflection has been exceeded by use of a pull -through
device or a deflection measuring device.
a. Pull -through device: This device shall be a spherical, spheroidal,
or elliptical ball, a cylinder, or circular sections fused to a
common shaft. Circular sections shall be so spaced on the shaft
that distance from external faces of front and back sections will
equal or exceed diameter of the circular section. Pull -through
device may also be of a design promulgated by the Uni-Bell Plastic
Pipe Association, provided the device meets the applicable
requirements specified in this paragraph, including those for
diameter of the device, and that the mandrel has a minimum of 9
arms. Ball, cylinder, or circular sections shall conform to the
following:
(1) A diameter, or minor diameter as applicable, of 95 percent of
the average inside diameter of the pipe; tolerance of plus 0.5
percent will be permitted.
(2) Homogeneous material throughout, shall have a density greater
than 1.0 as related to water at 39.2 degrees
F, and shall have a surface Brinell hardness of not less
than 150.
(3) Center bored and through -bolted with a 1/4-inch
minimum diameter steel shaft having a yield strength of not
less than 70,000 pounds per square inch, with
eyes or loops at each end for attaching pulling cables.
(4) Each eye or loop shall be suitably backed with a flange or
heavy washer such that a pull exerted on opposite end of shaft
will produce compression throughout remote end.
b. Deflection measuring device: Sensitive to 1.0 percent of the
diameter of the pipe being tested and shall be accurate to 1.0
percent of the indicated dimension. Deflection measuring device
shall be approved prior to use.
C. Pull -through device procedure: Pass the pull -through device
through each run of pipe, either by pulling it through or flushing
it through with water. If the device fails to pass freely through
a pipe run, replace pipe which has the excessive deflection and
completely retest in same manner and under same conditions.
d. Deflection measuring device procedure: Measure deflections through
each run of installed pipe. If deflection readings in excess of
SECTION 02730 PAGE 9

YOUTH CENTER, PARADISE POINT
05944026
4.5 percent of average inside diameter of pipe are obtained, retest
pipe by a run from the opposite direction. If retest continues to
show a deflection in excess of 4.5 percent of average inside
diameter of pipe, replace pipe which has excessive deflection and
completely retest in same manner and under same conditions.
-- End of Section --
SECTION 02730 PAGE 10

f2�
wPw%. xosm
0' 100' 200' 300' 400500'
1'=100'
0' 25 50 100 150 200
1"-26
IRON PIN 2
N=5000.00
E=6250.00
(SEE INSET)
GRAVEL
0
d
INSET SCALE 1'-25•
IRON PIN 2
N=5000.00
E-6250.00
SURVEY
BFARING
LEGEND
EXISTING NEW
NOTE: CQN R OR SHALL SAVE
n5 ~ EXODn TREES P5 = BITUMINOUS CONCRETE
PO"I%_E AROUND THE NEW
YOUTH CENTER. ELEVAWN CONCRETE
D NB INSET SCALE 1'=25'
NUMER NTES SEC154 L CONCRETE CURB
-R--%— CHNNUNK FENCE
C2 DUILDING
SHEET NUMBER WHERE DEMOLITION IRON PIN
ELEMTION, 9EGTO4 DHEET NUMBER WHERE N=5O00.00
09 DETNL IS TA ELEVATION. SECfiON `ry• SPOT ELEVnnON (12.00) E-359O.B4
INSET SCALE 1'=25' C 04 OR OETNL IS ORAYM
42- CONTOUR -{12)-
ADDT&l SHEET 0QQ POWER POLE -
REFERENCES LIGHT POLE
NUB < TACK MANHOLE MH 1409.16' TO H h T
N=5000.00 oTF/_ r /�R E'4 I CATCH BASIN T27 TO EDGE OF
E-5000.00 PAVEMENT
-7 S. Z /4 �!z E5 _ = CLEANOUr
IRON
• TO K / POW RI -A I� =EIS= STORM EWERER —S�N—
f T IRON PIN 1 (J1L% (/ / Ir F'I u STORM
1250.00• TO F
—La1l.f WATER +�W—F27' TO —RW. RAW WATER - RW —
1.
PSA5 NAT HYDRANT 6-FH , � ) (C c 2
-EGAS- NnNRAL Gvs IIILJIIn\Jl(\11 l5 l�J LS V LS I IUl I
1� 12"X6" TAP AND SUE •B1 601E BORINELECTRICAL
5
wi i.B. -�°� `"21CAL -E� AUG 2 2 1995
Ct 6" GATE VALVEJ MATCH GRADE
HUB < TACK POINT OF CONNECTION lw� IRON PIN 1
CD Ey ryM .q N=S000.00 L
CABLE M.H. N=5000.00 GANG. CURB t GUTTER ®P�ZOJ�(A)$-1 �7CJ0 E=3�O.B4I
IM/A.=2456 ( II"'i) ,,.,,r...J WOWS (5EE IN6ET)
SIGN BENCHMARK
STD. DRABS q8C
EXSi. 12' WATER MN Cl
BOLLARD • B WGROUw
9 IM=31.71 ��
sa LE. M.N I N w _� `b
VTONE
n n rPn DTR4T
174 LnrTTRRR'III III JLLEAR GRUD
�tBo' % AREA
it
MNN/4 'B7 -- IF IllIl,J.I11U1 IllLLlW
MHR3���/ CENTER
//L I_ It-- IULLliwTi1, If�f i TiIIl - -: DUMPSTER S�\1
5TA + l✓ �h)iKYJNGIiNTI) YOUTH PAOLocA1wN
` IC � 3 CENTER
i _W_ o
LLL
o /i ` • + TA 12+001 (llm I IrI �- 15+ 0 ITS , B2
R7
c i 4Ny1 NETTlP1® LM1E • . '� I 11 � � � I Y. t BH 14
�( I I1T1 LL -- fff(111Tll 6 ` OL (Nlc) � MAINTENANCE I �
/ • • ' •' ' w L 1 I___k.•�".BLGG. (NIC)
BATH 9E (NIC) \V _ . ' _� • .
BTA ///)•
3d.
+00 c_ sz APP XI�NC'Q�\�* `
I GRUBBIN 1I•E I � w '
w w w w• w
-BLO♦ l,• /r ' J� . • mot.+ �' • w w ' ' • ' _ ' r • a • w ' _ ' • ' V
B. T�•'•� �/ •'•' _ w • _ �+'•' ♦'�,�'• .•a'
•.•
0
m
i
rim
C
'\L
A
D W INFORNATION PRWIOED DY:
HOGGARD/SURE A OCIAM, P.C.