NCD980602163_19810801_Warren County PCB Landfill_SERB C_Construction Specifications and Contract Documents-OCR

NORTH CAROLINA DEPARTMENT OF
CRIME CONTROL AND PUBLIC SAFETY
SPECIFICATIONS AND CONTRACT OOCUMENTS
FOR
PCB WASTE DISPOSAL SITE
WARREN CO UN1Y, NC
ITEM III-1990 CODE 14900
Al,tgust, 1981
Prepared by
SVERDRUP & PARCEL
2211 W. Meadowview Road
Greensboro, NC 27407
SUBMITTED FOR RB/IEW
DO NOT USE FOR CONSTRUCTION
AUG 1 2 931
NOTICE TO BIDDERS
Sealed proposals will be received by the North Carolina Department of Crime
Control and Public Safety, Architect Building, 512 North Salisbury Street,
Raleigh, North Carolina, up to p.m., and
immediately thereafter publicly opened and read for the furnishing of labor,
material and equipment entering into the construction of PCB Waste Disposal
Site, Warren County, North Carolina. Complete plans, specifications and
contract documents will be open for inspection in the office of the North
Carolina Department of Crime Control and Public Safety, Raleigh, North
Carolina; in the office of Sverdrup & Parcel, 2211 West Meadowview Road,
Suite 114, Greensboro, North Carolina 27407; the offices of the Associated
General Contractors, Greensboro and Charlotte; and the offices of F. W.
Dodge Corporation, Raleigh and Charlotte, North Carolina, or may be
obtained by those qualified and who will make a bid, upon deposit of Twenty-
Five Dollars ($25) in cash or certified check. The full deposit will be
returned to those submitting a bona fide proposal provided plans and
specifications are returned to the Engineer in good condition within ten
(10) days after the date set for receiving bids.
All contractors are hereby notified that they must have proper license under
the State laws governing their respective trades.
The work will consist of constructing a landfill for approximately 40,000
cubic yards of contaminated soil, placement of the soil, landfill close-
out, and related miscellaneous work.
General Contractors are notified that Chapter 87, Article 1, General Statutes
of North Carolina, will be observed in receiving and awarding general con-
tracts.
Each proposal shall be accompanied by a cash deposit or a certified check
drawn on some bank or trust company insured by the Federal Deposit Insurance
Corporation, of an amount equal to not less than 5 percent of the bid
executed by a surety company licensed under the laws of North Carolina to
execute such bonds, conditioned that the surety will, upon demand forthwith
make payment to the obligee upon said bond if the bidder fails to execute
the contract in accordance with the Bid Bond. Said deposit shall be retained
by the Owner as liquidated damages in event of failure of the successful
bidder to execute the contract within 10 days after the award or to give
satisfactory surety as required by law.
Performance Bond and Payment Bond will be required for one hundred percent
(100%) of the contract price.
Payment will be made on the basis of ninety-five percent (95%) of monthly
estimates and final payment made upon completion and acceptance of work.
No bid may be withdrawn after the scheduled closing time for the receipt of
bids for a period of thirty (30) days.
7219 PCB WASTE DISPOSAL SITE WARREN COUNTY NC
Page II
The Owner reserves the right to reject any or all bids and to waive infor-
malities.
721~ PCB WASTE DI~POSAL SITE
NORTH CAROLINA DEPARTMENT OF CRIME CONTROL
AND PUBLIC SAFETY
BY:
Burley B. Mitchell, Jr.
Secretary
WARREN COUNTY NC
NOTICE TO BIDDERS
TABLE OF CONTENTS
GENERAL CONDITIONS
TABLE OF CONTENTS
Instructions to Bidders
General Conditions
Supplemental General Conditions
T E C H N I C A L S P E C I F I C A T I O N S
DIVISION 1 -GENERAL REQUIB.EMENTS
Not Used
DIVISION 2 -SITE WORK
2A
2B
2C
2D
2E
2F
2G
2H
21
Cleaning and Grubbing
Excavation and Stockpiling
Landfill Construction
Ground Water Monitoring Wells
Chain Link Fence
Membrane Liners
Filter Fabric for Leachate System Protection
Soil Erosion Control
Seeding
DIVISION 3 THROUGH DIVISION 14
Not Used
DIVISION 15 -MECHANICAL
15A Carbon Filter System
DIVISION 16 -ELECTRICAL
Not Used
BIDDING FORMS
Form of Proposal
Form of Bid Bond
Form of Contract
Form of Performance Bond
Form of Payment Bond
IB-1
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SGC-1
2A-1
2B-1
2C-1
2D-1
2E-1
2F-1
2G-1
2H-1
21-1
15A-l
2
1
4
2
2
2 Pages
2 Pages
IB-2
GS-2
SGC-8
2A-2
2B-3
2C-6
2D-2
2E-5
2F-4
2G-2
21-3
15A-4
Pages
Page
Pages
Pages
Pages
Sheet for Attaching Power of Attorney
Sheet for Attaching Insurance Certificate
Forms for Approval of Attorney General and
Department of Administration
1 Page
1 Page
1 Page
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SUPPLEMENTARY GENERAL CONDITIONS
Art. 43. GENERAL REQUIREMENTS
These SUPPLEMENTARY GENERAL CONDITIONS are intended to supplement
and/or amend requirements of GENERAL CONDITIONS OF THE CONTRACT, and,
where requirements of this section conflict with or are at variance with
those of the GENERAL CONDITIONS OF THE CONTRACT, they shall take precedence
over and roodify such requirements to the extent of such conflict or variance.
Art. 44 SCOPE OF WORK
Construction of a landfill for the disposal of approximately
40,000 cubic yards of polychlorinated biphenyl (PCB) contaminated soil.
The project will consist of the construction of the landfill, landfill
liner, carbon filter system, monitoring wells, leachate control system,
fencing and all necessary items as shown or and required by drawings and
technical specifications. The North Carolina Department of Transportation
will be responsible for hauling the contaminated soil to the site and
maintaining the haul road.· The Contractor shalt, under the supervision
of the Engineer, place and compac~ the material in the landfill.
Art. 45 COORDINATION OF WORK
The Contractor shall cooperate in the coordination of his
activities with the North Carolina Department of Transportation to schedule
the receiving of contaminated soil. The State of North Carolina will also
be responsible for sampling and testing rainfall collected in the holding
pond.
Art. 46 CONSTRUCTION TIME AND LIQUIDATED DAMAGES
a. Contractor shall commence work to be performed under his
agreement on a date to be specified in a written order from the Engineer
and shall fully complete all work according to the following schedule.
1. All work necessary for receiving contaminated soil . This
includes up to and through construction of the upper leachate collection
system, carbon filter system and ground monitoring wel+s -50 calendar days.
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2. Once the landfill is ready to receive contaminated
soil, it is estimated that the total time to haul the contaminated soil
shall be exceed a period of 6 weeks. Since the time required to place
contaminated soil is dependent upon the Department of Transportation's schedule
of hauling, no liquidated damages will be assessed for delays in this
portion of the work.
3. Placing of top membrane and cover material of the
landfill after all contaminated soil is placed -10 calendar days.
4. Completion of project including fencing, seeding, clean-
up, etc. -20 calendar days after cover material has been placed over landfill.
For each day in excess of the above number of days for only
items 1, 3 and 4, Contractor shall pay to the Owner the sum of Two Hundred
and No/100 Dollars ($200.00) as liquidated damages reasonably estimated
in advance to cover the losses to be incurred by the Owner by reason of
failure of said Contractor. to complete the work within the time specified,
such time being in the essence of f his contract and a material consideration
thereof.
b. The Contractor's attention is invited to the GENERAL
CONDITIONS OF THE CONTRACT, Article 18, "Time of Completion, Delays, Ex-
tension of Time."
Art. 47 CONSTRUCTION INDUSTRY CODE
All work performed shall be in accordance with applicable
requirements of the "Rules and Regulations Governing the Construction
Industry," promulgated by the North Carolina Department of Labor.
Art. 48 EXISTING CONDITIONS
The Contractor, in submitting a proposal and in signing the
contract, acknowledges that he has thoroughly investigated the existing
facilities, has examined the drawings and specifications, and understands
clearly the requirements necessary to construct to completion the improve-
ments contracted for; that he is fully prepared to sustain all losses
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and damages incurred by the action of elements; and that he is prep~red
to provide all necessary tools, appliances, machinery, skilled and
unskilled workmen, and all necessary materials to successfully complete
the work.
Art. 49 INVESTIGATION OF SUBSURFACE SOIL CONDITIONS
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The Owner has had a subsurface investigation made of the site.
Logs of the borings are included in the drawings for the convenience of
the bidders. This information is included for information only, neither
the Owner nor the Engineer assumes any responsibility for the accuracy
of the data presented. It is the obligation of the Contractor to make
his own determination of the conditions to be encountered and has satisfied
himself as to the character, quality and quantity of surface and subsurface
materials to be encountered from his inspection of the site and from
reviewing any available records of exploratory work.
Art. 50 ACCESS EASEMENT TO SITE
An easement and right-of-way has been obtained for access to
the site and is shown on the plans. It shall be the Contractor's responsibility
to abide by all requirements and provisions of the easement. Copies of
the easement and right-of-way are available upon request to the Engineer.
Art. 51 SURVEY MONUMENTS
Two permanent bench marks are located on the site and shall
not be moved or altered in any way. If disturbed, they shall be replaced
at the Contractor's expense.
Art. 52 SHOP DRAWINGS
Article 5 of GENERAL CONDITIONS OF THE CONTRACT is hereby
modified to require the submittal of shop drawings, descriptive data,
etc., be in five (5) copies for all submissions. Three (3) copies will
be retained by the Engineer and two (2) copies returned to the Contractor.
Copies will be forwarded by the Engineer to appropriate State of North
Carolina officials.
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Art. 53 .· LOCAL OPTION SALES AND USE TAXES
Local Option Sales and Use Taxes do apply to materials entering
into State work as applicable. (Local Option Sales and Use Tax Act,
Regulation #57.)
Art. 54 ENGINEER
Whenever the terms "Architect," "Engineer," "A-E," "Architect-
Engineer," or "Engineer-Architect" are used in the Contract Documents,
the intent and meaning shall be interpreted as defined in Article 1 of
GENERAL CONDITIONS OF THE CONTRACT, and shall refer to SVERDRUP & PARCEL,
2211 W. Meadowview Rd, Greensboro, NC, 27407.
Art. 55 TEMPORARY CONSTRUCTION CONDITIONS
No water is available at the project site. Water shall be
obtained for construction and testing by the Contractor at his expense.
The Contractor shall provide and maintain sanitary facilities
for his employees that will comply with the regulations of the local and
state health departments.
Authorized representatives of the State of North Carolina,
U.S. Environmental Protection Agency, and other government officials
shall at all times have safe access to the work and the Contractor shall
provide proper facilities for such access and inspection.
Art. 56 LIST OF DRAWINGS
Sheet No.
1
2
3
4
5
6
7
8
9
Title
Title Sheet
Location and Site Map
General Plan and Boring Locations
Logs of Borings
Site Grading and Erosion Control Plan
Final Grading Plan
Carbon Filter System
Miscellaneous Details
Cross Sections
Art. 57 SITE PRESERVATION, RESTORATION, AND CLEANUP
At all times during the work, keep the premises clean and
orderly, and upon completion of the work repair all damag~ caused by
equipment and leave the project free of rubbish and excess materials of
any kind.
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Stockpile excavated materials in a manner that shall cause the
least erosion. Remove all excavated materials from grassed areas and
leave these surfaces in a condition equivalent to their original condition,
and blend in with the surrounding terrain.
Provide dust control at the landfill site at all times.
Art. 58 TESTING
The Owner will engage a testing laboratory to perform sampling and
testing required herein. Except as otherwise specified herein, the cost
of all tests required shall be paid by the Owner.
Art. 59 EQUAL OPPORTUNITY CIAUSE/ ..
Add the following to the General Conditions: "The non-discrimination
clause contained in Section 202 Executive Order 11246, as amended by Executive
Order 11375, relative to race, color, religion, sex or national origin, and
the implementing rules and regulations prescribed by the Secretary of Labor,
are incorporated herein."
Art. 60 EMPLOYMENT OF THE HANDICAPPED
The Contractors agree not to discriminate against any employee
or applicant for employment because of physical or mental handicap in regard
to any position for which the employee or applicant is qualified. The Con-
tractors agree to take affirmative action to employ, advance in employment
and otherwise treat qualified handicapped individuals without discrimination
based upon their physical or mental handicap ' in .all employment practices.
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Art. 61 SAFETY REGUIATIONS
The Contractor shall adhere to the rules, regulations, and
interpretations of the North Carolina Department of Labor relating to
Occupational Safety and Health Standards for the Construction Industry
(Title 29, Code of Federal Regulations, 1926, published in Volume 39, Number
122, Part II, June 24, 197 4 Federal Register) which are hereby incorporated
in these requirements.
Art. 62 BID SECURITY
Article 2: Bid Security in Instruction to Bidders (pg. IB 1) is
revised as follows -Delete the entire second paragraph except the last
sencence which reads, "Standard form of bid bond is included in these
specifications~'
Art. 63 REQUESTS FOR PAYMENT
Article 24, Requests for Payments, on page GC-9 of GENERAL
CONDITIONS is revised in accordance with the following:
a. Not later than the 5_th day of the month, the Contractor shall
submit to the Engineer a request fpr payment for work done during the previous
month. The request shall be in the form agreed upon between the Contractor
and the Engineer, but shall show substantially the value of work done and
materials delivered to the site during the period since the last payment,
and shall sum up the financial status of the contract with the following
information:
1. Total of contract including change orders.
2. Value of work completed to date.
3. Less 5% retainage, provided however, that after 50% of
the work has been satisfactorily completed on schedule, with approval of
the Division of State Construction and written consent of the Surety,
further requirements for retainage will be waived.
4. Less previous payments.
5. Current amount due.
b. The Contractor, upon request of the Engineer, shall sub-
stantiate the request with invoices or vouchers or payrolls or other
evidence.
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c. Prior to submitting the first request, the Contractor shall
prepare for the Engineer a schedule showing a breakdown of the contract
price into values of the various parts of the work, so arranged as to
facilitate payments to subcontractors in accordance with Article 33,
Contractor and Subcontractor Relationships.
d. When payment is made on account of stored materials and
equipment, such materials must be stored on the Owner's property, and the
requests for payments shall be accompanied by invoices or bills of sale or
other evidence to establish the Owner's title to such materials and equip-
ment. Responsibility for such stored materials and equipment shall
remain with the Contractor regardless of ownership title. Such stored
materials and equipment shall not be removed from the Owner's property.
Should the space for storage on s ~te be limited, the Contractor, at his
option, shall be permitted to store such materials and/or equipment in
a suitable space off site. Should the Contractor desire to include any
such materials or equipment in his application for payment, they must be
stored in the name of the Owner in a commercial warehouse approved by
the Engineer and the Division of State .Construction and located as close
to the site as possible. The warehouse selected must be approved by the
Contractor's bonding and insurance companies; the material to be paid
for shall be assigned to the Owner and shall be inspected by the Engineer.
Upon approval by the Engineer of the storage facilities and materials
and equipment, payment therefore will be certified. Responsibility for
such stored materials and equipment shall remain with the Contractor.
Such stored materials and equipment shall not be moved except for trans-
portation to the project site. Under certain conditions, the Engineer
may approve storage of materials at the point of manufacture. The condi-
tions under this procedure will be the same as outlined above in regard to
bond, insurance, ownership.
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e. In the event of beneficial occupancy, retainage of funds due
the Contractor(s) may be reduced with the approval of the Division of
State Construction to an equitable amount to cover the list of items to be
completed or corrected. Retainage may not be reduced to less than two and
one-half (2 1/2) times the estimated value of the work to be completed or
corrected. Reduction of retainage must be with the consent and approval
of the Contractor's Bonding Company.
FORM OC-15
INSTRUCTIONS TO BIDDERS
AND
GENERAL CONDITIONS OF THE CONTRACT
STANDARD FORM FOR
USE IN BUILDING PROJECTS
STATE OF NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION
PROPERTY CONTROL AND CONSTRUCTION DIVISION
FIFTEENTH EDITION, APRIL 1971
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( 1) A financial statement showing assets
and liabilities of the Company current to date
within 30 days of the date of opening bids or
other information satisfactory to the Owner.
(2) A listing of not less than three complet-
ed projects of similar scope and nature:
(3) Permanent name and address of place of
business. ('
(4) The number of regular employees of the
organization and length of time the organization
has been in business under the present name.
(5) The name and home office address of the
Surety proposed and the name and address of the
responsible local claim agent.
(6) The names of members of the firm who
hold appropriate trade licenses, together with
license numbe:rs.
Should the Owner adjudge that the apparent
low bidder is not the lowest responsible bidder by
virtue of the above information furnished, said
apparent low bidder will be so notified and his
bid security shall be returned to him without pre-
j uclice.
5. Performance Bond:
The Contractor shall furnish a surety bond
executed on the form bound herein by a surety
company duly authorized to do business 3/Il North
Carolina in an amount at least equal to one hun-
dred per cent ( 100 '1; ) of the contract prjce, as
security for the faithful performance of this con-
. tract and as security for the payments of all
persons performing labor and furnishing ma-
terials in connection with this contract.
(i. Examination of Conditions:
The submission of a bid will assume that the
IB 2
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Contractor has fully examined the site and knows
existing conditions and has made every provision
for operation under existing conditions, and has
included all necessary items.
7. Payments:
Payment shall be made on a basis of 90% of
monthly estimated cost of labor and materials,
including freight or hauling on receipted hilts. The
contract payment shall be due and payable within
ten (10) days after the Contractor's invoice has
been certified for payment by the Architect or
Engineer, the balance to be paid upon completion
and acceptance · of the job. Total payment shall
not exceed ninety per cent (90 %) of material
and labor performed at any time, and shall not
exceed ninety per cent (90'/c ) of the total con-
tract. ( see General Conditions, Art. 24, regarding
allowable reduction of retainage) Final payment
shall be made to the Contractor within thirty
( 30) days after all work has been finally complet-
ed and each and every provision of the specifica-
tions and accompanying drawings complied with
to the Owner's and Architect's or Engineer's sat-
isfaction. Acceptance of the completed job shall
be made by the Owner, or his representative, and
the Architect or Engineer. Monthly invoices shall
be forwarded to the Engineer or Architect not
later than the 5th day of the month following in
order to receive consideration.
8. Bids to be Retained:·
No bid may be withdrawn after the schedul-
ed closing time for the receipt of bids for a period
of thirty (30) days pending the execution of a
contract by the successful bidder. Should the suc-
cessful bidder default and not execute a contract,
then if the next low bidder be in line, the contract
would be offered to the next lowest and respon-
sible bidder.
ed representatives. They will be referred to here-
inafter as if each were of the singular number,
masculine gender.
d. The Contractor, as referred to hereinaf-
ter, shall be deemed to be either of the several
contracting parties called the "Party of the First
Part" in either of the several contracts in connec-
tion with the total project. Where, in special in-
stances hereinafter, a particular contractor is in-
tended, an adjective precedes the word "Contrac-
tor", as "General", "Heating", etc.
e. A sub-contractor, as the term is used here-
in, shall be understood to be one who has entered
into a direct contract with a Contractor, and in-
cludes one who furnishes materials worked to a
special design in accordance with plans and spe-
cifications covered by the contract, but does not
include one who only sells or furnishes materials
not requiring work so described or detailed.
f. Written notice shall be defined as notice
in writing delivered in person to the Contractor,
or to a partner of the firm in the case of a part-
nership, or to a member of the contracting organ-
ization, or to an officer of the organization in the
case of a corporation, or sent to the last known
b'usiness address of the contracting organization
by Registered Mail.
g. "Work", as used herein as a no\in, is in-
tended to include materials, labor and workman-
ship of the appropriate Contractor.
h. Time of completion as stated in the con-
tract documents is of the essence of the contract.
Art. 2-Intent and Execution of Documents
a. The drawings and specifications are com-
plementary, one to the other. That which is
shown on the drawings or called for in the speci-
fications shall be as binding as if it were both call-
ed for and shown. The intention of the drawings
and specifications is to include all labor, mater-
ials, transportation, equipment, and any and all
other things necessary to do a complete job. In
case of discrepancy or disagreement in the con-
tract documents, the order of precedence shall be:
Form of Contract, Specifications, Large Sc~le De-
tail Drawings, Small Scale Drawings.
b. The wording of the specifications shall be
interpreted in accordance with common usage of
the language except that words having a common-
ly used technical or trade meaning shall be so in-
terpreted in preference to other meanings.
c. The Contractor shall execute each copy of
the Proposal, Contract, and Performance Bond.
( 1). If the documents are executed by a sole
Owner, that fact shall be evidenced by the word
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"Owner" appearing after the name of the person
executing them.
(2). If the documents are executed by a
partnership that fact shall be evidenced by the
word "Co-Partner" appearing after the name of
the partner executing them.
(3). If the documents are executed on the
part of a corporation, they shall be execut-~ by
either the President or the Vice-President and
attested by the Secretary in either case, and the
title of the office of such persons shall appear
after their signatures. The seal of the corporation
shall be impressed on each copy of the documents.
(4). All signatures shall be properly wit-
nessed.
( 5). If the Contractor's license is held by a
person other than an owner or officer of a cor-
poration, company or partnership, then the licen-
see shall also sign and be a party to the contract.
The title "Licensee" shall appear under his signa-
ture.
d. Performance Bond
( 1). The Performance Bond shall be execut-
ed by ar. Attorney-in-fact. There shall be attached
to each copy of the bond a certified copy of Power
of Attorney properly executed and dated.
(2). Each copy of the bond shall be coun-.
tersigned by an authorized individual agent of
the Bonding Company licensed to do business in
North Carolina. The title "Licensed Resident
Agent" shall appear after the signature.
(3). The seal of the Bonding Company
shall be impressed on each copy of bond.
(4). The Contractor's signature(s) on the
Performance Bond shall correspond with that on
the contract, such person signing the agreement
involved under Laws of the State of North Caro-
lina.
Art. 3-Clarifications and Detail Drawings
In such cases where the nature of the work
requires clarification by the Engineer or Archi-
tect, such clarification shall be furnished by the
Engineer or Architect with reasonable promptness
by means of written instructions or detail draw-
ings, or both. Clarifications and drawings shall be
consistent with the intent of contract documents,
and shall become a part thereof.
The Contractor(s) and the Architect or En-
gineer shall prepare, if deemed necessary, a sche-
dule fixing dates upon which forseeable clarifica-
tions will be required. The schedule will be subject
to addition or change in accordance with progress
of the work. The Architect or Engineer shall fur-
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Each Contractor shall obtain written ap-
proval from the Engineer or Architect for the
use of substitute materials claimed as equal to
those specified. Such approvals must be obtained
as soon aftu contract awards as possible and be-
fore any materials are ordered. Applications for
approvals shall be made by the Contractor and
not by sub-contractors or material men. Each
separate Contractor shall submit within ten days
following award of contract and written notice
to begin the work a complete list of materials
proposed for the job. When this list is approved,
no further substitutions will be permitted except
in unusual or extenuating circumstances. If no
list is submitted, the Contractor shall supply ma-
terials specified.
Items of equipment, manufactured or fabri-
cated, proposed in substitution for those speci-
fied, shall be subject to final approval by the
Property Control and Construction Division.
At any one time during the construction and
completion of the work covered by these specifi-
cations, if the conduct of any workman of the
various crafts be adjudged ungentlemanly and a
nuisance to the Owner or Engineer or Architect,
or if any workman be considered incompetent or
detrimental to the work, the Contractor shall or-
der such parties removed immediately fr,om the
grounds. I
Art. 10-Royalties. Licenses and Patents
It is the intention of the Contract Documents
that the work covered herein will not constitute
in any way any infringement of any patent what-
soever. unless the fact of such patent is clearly
evidenced herein. The Contractor shall protect and
save harmless the Owner against suit on account
of alleged or actual infringement. The Contractor
shall pay all royalties and/or license fees re-
quired on account of patented articles or process-
es, whether or not the patent rights are evidenced
hereinafter.
Art. 11-Permits, Inspections, Fees, Regulations
Contractors are hereby notified that permit
fees are not applicable to State work and the
cost of same as would generally apply, shall not
be included in the contract cost. The Contractor
shall, however, cooperate with municipal authori-
ties as to the extent of obtaining permits without
cost so that credit can be obtained by the muni-
cipality for the building program or construction
work involved.
The Contractor will not be required to pay
any inspection fees and shall not include the cost
of any such fees in his proposal. Should the Own-
er desire inspections by local agencies, the Own-
er will arrange for such inspections. Inspections
required by State Law and accomplished by or
through State Agencies shall be made at no cost
to the Contractor.
The Contractor shall give all notices and
-comply with all laws, ordinances, rules and regu-
lations bearing on the conduct of the work as
drawn and specified. If the Contractor ooservea
that the drawings and specifications are at var-
iance therewith, he shall promptly notify the
Architect or Engineer in writing and any neces-
sary changes shall be adjusted as provided in the
contract for changes in the work. If the Contrac-
tor performs any work knowing it to be contrary
to such laws, ordinances, rules, and regulations,
and without such notice to the Architect or En-
gineer, he shall bear all cost arising therefrom.
The work covered by this contract is governed by
State codes and regulations.
The Contractor shall, if required, employ a
Registered Engineer or Land Surveyor to lay
out the work and to establish a bench mark near-
by in a location where same will not be disturbed
and where direct "shots" may be determined.
Art. 12-Protection of Work, Property and the
Public
The Contractors shall be jointly responsible
for the entire site and the building or construction
of the same and provide all the necessary protec-
tions, as required by the Owner or Engineer or
Architect, and by laws or ordinances governing
such conditions. They shall be responsible for
any damage to 'the Owner's property, or of that
of others on the job, by them, their men, or their
sub-contractors, and shall make good such dam-
ages. They shall be responsible for and pay for
any claims against the Owner. All prime contrac-
tors shall have access to the project at all times.
The Contractor shall provide cover and pro-
tect all portions of the structure when the work
is not in progress; provide and set all temporary
roofs, covers for doorways, sash and windows, and
all other materials necessary to protect all the
work on the building, whether set by him, or any
of the sub-contractors. Any work damag-ed
through the lack of proper protection or from
any other cause, shall be repaired or replaced
without extra cost to the Owner.
No fires of any kind will be allowed inside
or around the operations during the course of
construction without special permission from the
Engineer or Architect.
The Contractor shall protect all trees and
shrubs designated to remain in the vicinity of
the operations by building substanfo,l boxes
around same. Barricade all walks, roa<is, etc. as
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tion of this project. Each Contractor shall l!>.y
out and execute his work so as to cause the least
delay to other Contractors. Each Contractor shall
be held responsible for any damage to other Con-
tractors' work, and each Contractor shall be held
financially responsible for undue delay caused by
him to other Contractors on the project.
Each prime contractor is requested and re-
quired to attend monthly job site progress confer-
ences as called by the Architect or Engineer.
Each prime contractor shall be represented at
these job progress conferences by an authorative
representative of the home office of the contrac-
tor as well as by project personnel representa-
tives. These meetings shall be open to subcontrac-
tors, material suppliers, and any others who can
.contribute beneficially toward maintaining requir-
ed job progress and such personnel shall be en-
couraged by the respective prime contractors to at-
tend. It shall be the principal purpose of these
meetings, or conferences, to effect coordination,
cooperation, and assistance in every practical way
toward the end of maintaining progress of the
project on schedule and to complete the project
within the specified contract time. Each prime
contractor shall be prepared to assess progress
of the work as required in his particular contract
and to recommend remedial measures for cor-
rection of progress as may 'be appropriate. The
Engineer or Architect shall be the coordinator of
the conferences and shall preside as cljairman.
The Owner may designate a "Project Ex-
pediter" for State-owned projects involving two
or more prime contractors. Such "Project Expe-
diter" shall be as designated in the Supplementary
General Conditions.
· It shall be the responsibility of the Project
Expediter to schedule the work of all prime con-
tractors; to maintain a progress schedule for all
prime contractors for this project; and to notify
the designer of any changes in the progress
schedule. He shall be responsible for providing
adequate notice to all prime contractors to insure
efficient continuity of all phases of the project
work.
Designation as Project Expediter entails an
additional project control responsibility and does
not alter in any way the responsibility of the
prime contractor so designated to the Architect/
Engineer and to all other prime contractors.
Each other prime contractor is held respon-
sible for keeping the Project Expediter fully
informed as to his work progress, including
immediate notification of any work progress
changes.
Art. 15-Changes in the Work
work covered by the contract without invalidating
the contract and without relieving or releasing the
Contractor from any guarantee given by him per-
tinent to the contract provisions, without affect-
ing validity of the guarantee bond and without re-
lieving the surety or sureties of said bond. All ex-
tra work shall be executed under conditions of the
original contract.
Except in an emergency endangering life or
property, NO CHANGE SHALL BE MADE BY
THE CONTRACTOR EXCEPT UPON WRIT-
TEN ORDER FROM THE ARCHITECT OR EN-
GINEER COUNTERSIGNED BY THE OWNER
AUTHORIZING SUCH CHANGE, AND NO
CLAIM FOR ADJUSTMENT OF THE CON-
TRACT PRICE SHALL BE VALID UNLESS
AS ORDERED.
In determining the values of changes either
additive or subtractive, Contractors are restricted
to the use of either of the three following meth-
ods, singly or in combination.
(a) Where the extra work involved is cover-
ed by unit prices quoted in the Proposal, the value
of the change shall be computed by application
of unit prices based on quantities, estimated or
actual as agreed, of the items involved.
( b) The contracting parties shall negotiate
and agree upon the equitable value of the change
prior to issuance of the change order and the
change order shall stipulate the corresponding
lump sum adjustment to the contract price.
( c) In the event of emergency endangering
life or property the Contractor may be directed
to proceed on a time and material basis whereupon·
the Contractor shall so proceed and keep accu-
rately in such form as may be required, a correct
account of costs toR"ether with all proper invoices,
payrolls. and supportinR" data therefor. Upon
completion of the work the change order will be
prepared as outlined under either Methods (a)
or (b). or both. Method ( c) shall be used only in
event of emergency endangering life or property.
Under Methods (b) and (c), the allowances
for overhead and profit combined shall not exceed
fifteen per cent (15 7r ) of net cost except where
the change involves a sub-contractor, allowance
shall not exceed 15 'l< for the sub-contractor and
7½% for the prime contractor.· Under Method
(a) no allowance shall be made for overhead and
profit. In the case of deductible change orders,
under Methods (b) and ( c), the Contractor shall
include not less than 10% profit, but no allow-
ances for overhead.
The Owner may have changes made in the
GC-6
The term "net cost" as used herein shall
mean the difference between all proper cost ad-
ditions and deductions. The "cost" as ..ised herein
may include all items of material aud labor, the
\
the time specified, such time being in the essence
of this contract and a material consideration
thereof.
The Architect or Engineer shall be the judge
as to division of responsibility between the sev-
eral Contractors, and shall apportion the amount
of liquidated damages to be paid by each of them,
according to delay caused by any or all of them.
See Supplementary General Conditions of the
Contract, regarding time of completion and liqui-
dated damages.
If any Contractor be delayed at any time in
the progress of the work by any act or neglect
on the part of the Owner or the Architect or En-
gineer, or of any employee or agent of any of
these, or by any other prime contractor on the
work, or by chan~es ordered in the work, or by
strike, lockouts, fires, unusual delay in transpor-
tation, unavoidable casualties, or any other cause
beyond the Contractor's control or by reason of
which the Architect or Engineer considers delay
justifiable, then the time of completion will be
extended such period considered reasonable by
the Architect or Engineer.
The Contractor shall notify his surety in
writing of extension of time granted.
Request for extension of time shall be made
within ten (10) days following occurrence of the
cause for delay. In case of a continuJng cause
for delay, only one claim is necessary.
No claim shall be allowed on account of fail-
ure to furnish drawings or instructions until two
weeks after demand for such drawings or instruc-
tions; See Article 3.
Art. 19-Correction of Work Before
Final Payment
Any work, materials, fabricated item, or
other parts of the work which have been condemn-
ed or declared not in accordance with the contract
by the Architect or Engineer shall be removed
from the work site by the Contractor, and shall
be immediately replaced by new work in accord-
ance with the contract at no additional cost to
the Owner. Work or property of other Contrac-
tors or the Owner damaged or destroyed by vir-
tue of such faulty work shall be made good at
the expense of the Contractor whose work is
faulty.
Correction of condemned work described
above shall be commenced within twenty-four
hours after receipt of notice from the Architect
or Engineer, and shall be pursued to completion.
Final payment will not be made until certifi-
cates of the Architect, the Engineer, and such
State Agencies having jurisdiction have been duly
issued as required by State Laws. (G.S. 133-1.1)
GC-8
Sho_uld the Contractor fail to proceed reason-
ably with the above mentioned corrections, then
the Owner may, after three days following notice
to the Contractor from the Architect or Engi-
neer, proceed with corrections, paying costs of
same from amounts due or to become due to the
Contractor. Condemned work so removed shall be
the property of the Contractor, and shall be re-
moved from the site of the work by him within
ten days after notice to remove it, or, thereafter
may be disposed of by the Owner without com-
pensation to the Contractor.
Should cost of correction exceed amounts due
or to become due the Contractor, then the· Con-
tractor and_lor his surety shall be liable for and
shall pay to the Owner the amount of said excess.
Art. 20-Correction of Work After Final Payment
See Article 28, Performance Bond, and Arti-
cle 42, Guarantee. Neither the final certificate,
final payment, occupation of the premises by the
Owner, nor any provision of the contract, nor any
other act or instrument of the Owner, the Archi-
tect or the Engineer shall relieve the Contractor
from responsibility for negligence, or faulty ma-
terial or workmanship, or failure to comply with
the drawings and specifications. He shall correct
or make good any defects due thereto and repair
any damage resulting therefrom which may ap-
pear during a period of twelve (12) months fol-
lowing final acceptance of the work except as
stated otherwise under Art. 42, Guarantee. The
Owner will report any defects as they may appear
to the Architect or Engineer, who will give in-
structions for a time limit for completion of cor-
rections to the Contractor. The Architect or Engi-
neer will be the judge ·as to the responsibility for
correction of defects.
Art. 21-Owners Right To Do Work
If, during the progress of the work or dur-
ing the period of guarantee, the Contractor fails
to prosecute the work properly or to perform any
provision of the Contract, the Owner, after three
days written notice to the Contractor from the
Architect, Engineer, or Owner, may perform or
have performed that portion of the work and may
deduct the cost thereof from any amounts due or
to become due the Contractor, such action and
cost of same having been first approved by the
Architect or Engineer. Should the cost of such
action of the Owner exceed the amount due or to
become due the Contractor, then the Contractor
or his surety, or both, shall be liable for and shall
pay to the Owner the amount of said excess.
Art. 22-A11nulment of Contract
If the Contractor fails to begin the work un-
der the contract within the time specified, or
was requested or which he decided is justly due,
or shall state in writing to the Contractor and
the Owner his reasons for withholding payment.
No certificate issued or payment made shall
constitute an acceptance of the work or any part
thereof. The making and acceptance of final pay-
ment shall constitute a waiver of all claims by the
Owner except : ·
a. Claims arising from unsettled liens or
claims against the Contractor.
b. Faulty work or materials appearing after
final payment.
c. Failure of the Contractor to perform the
work in accordance with drawings and specifi-
cations, such failure appearing after final pay-
ment.
d. As conditioned in the Performance Bond.
The making and acceptance of final payment
shall constitute a waiver of all claims by the
Contractor except those claims previously made
remaining unsettled.
The Architect or Engineer will not authorize
final payment until the work under the contract
has been certified by the Architect, the Engineer,
and State Agencies having jurisdiction, all as re-
quired by State Law. (G. S. 133-1.1)
Art. 26-Payments Withheld
The Architect or Engineer may witl)'hold pay-
ment for any of the following reasons:
a. Faulty work not corrected.
b. Final or progress payments may be with-
held due to claims filed against the Contractor, or
evidence that a claim will be filed.
c. Final payment may be withheld due to
evidence that sub-contractors have not received
payment in accordance with Article 33.
d. The balance unpaid on the contract is in-
sufficient to complete the work in the judgment
of the Engineer or Architect.
When grounds for withholding payment have
been corrected, payment will be released.
Art. 27-Insurance
The Contractor shall not commence work un-
der this contract until he has obtained all insur-
ance required, and such insurance has been ap-
proved in writing by the Owner, nor shall the
Contractor allow any sub-contractor to com-
mence work on his sub-contract until all similar
insurance required of the sub-contractor has been
so obtained and approved.
a. Workmen's Compensation
The Contractor shall take out and maintain
during the life of this contract Workmen's Com-
pensation Insurance for all employees employed
at the site of the project under his contract.
b. Public Liability and Property Damage
The Contractor shall take out and maintain
during the life of this contract such Public Lia-
bility and Property Damage Insurance as shall
protect him and any sub-contractor performing
work covered by this contract, from claims for
damage for personal injury, including accidental
death, as well as from claims for property dam-
ages which may arise from operations under this
contract, whether such operation be by himself or
by any sub-contractor, or by anyone directly or
indirectly employed by either of them and the
amounts of such insurance shall be as follows:
Public Liability Insurance in an amount not
less than $100,000 for injuries, including acciden-
tal death, to any one person and subject to the
same limit for each person, in an amount not less
than $300,000 on account of one accident; and
Property Damage Insurance in an amount not less
than $50,000.1$100,000.
c. Builder's Risk
The Contractor shall take out and maintain
during the life of this contract Builder's Risk
Insurance in the amount of 100% of his contract.
The insurance shall protect both the Contractor
and the Owner as their respective interests ap-
pear. Form 80 or the equivalent shall be used. In
case of repairs, alterations, or additions to exist-
ing buildings, Form 87 or the equivalent shall be
u~ed. Builder's Risk Insurance shall include ex-
tended coverage.
d. Other Insurance
The Contractor shall furnish such additional
insurance as may be required by General Statutes
of North Carolina, including motor vehicle insur-
ance in amounts not less than statutory limits.
e. Cancellation
Each Certificate of Insurance shall bear the
provision that the policy cannot be cancelled, re-
duced in amount or coverage eliminated in less
than five ( 5) days after mailing written notice
to the insured and or the owner of such aitera-
tion or cancellation, sent by registered mail.
f. Proof of Carriage
The Contractor shall furnish the Owner with
satisfactory proof of carriage of the insurance
required before written approval of such insur-
ance is. granted by the Owner.
Art. 28-Performance Bond
Each Contractor shall furnish a Performance
GC-10
the Contractor, and that the sub-contractor is
bound by those terms as an employee of the Con-
tractor. The Contractor further agrees to con-
form to the "Code of Ethical Conduct" as adopt-
ed by the Associated General Contractors of
America, Inc., with respect to Contractor-sub-
contractor relationships.
Art. 34-Architect's or Engineer's Status
The Architect or Engineer, either or both,
acting singly or together, shall have general super-
vision of the work. Either is the agent of the
Owner only for the purpose of constructing this
work and to the extent stipulated in the contract
documents. Either has authority to stop work,
or to order work removed, or to order corrections
of faulty work where such action may be neces-
sary to insure successful completion of the work.
The Architect or Engineer is the impartial
interpreter of the cqntract documents, and as such
he shall exercise his powers under the contract
to enforce faithful performance by both the Own-
er and the Contractor, taking side with neither.
Should the Architect or Engineer cease to be
employed on the work for any rea"on whatsoever,
then the Owner shall employ a competent Archi-
tect or Engineer who shall assume the status of
· the former Architect or Engineer.
Art. 35-Architect's or Engineer'·s Decisions.
The Architect or Engineer is charged v.,'ith the
responsibility of interpretation of the contract
documents and general directions of the work.
He shall make decisions on all claims of the Con-
tractor or the Owner, or on any matter dealing
with the execution of the work. His decisions re-
lating to artistic effect and technical matters
shall be final, provided such decisions are within
the limitations of the contract terms.
Art. 36-Use of Premises
The Contractor shall confine his apparatus,
the storage of materials and the operations of
his workmen to limits indicated by law, ordi-
nances, permits, or directions of the Engineer or
Architect and shall not exceed those established
limits in his operations.
The Contractor shall not load or permit any
part of the structure to be loaded with a weight
that will endanger its safety.
The Contractor shall enforce the Architect's
or Engineer's instruction regarding signs, adver-
tisements, fires and smoking.
other Contractors shown upon or reasonably im-
plied by, the Drawings and Specifications for the
completed structure, and he shall make good af-
ter them as the Architect or Engineer may direct.
Any cost brought about by defective or ill-
timed work shall be borne by the party responsible
therefor.
The Contractor shall not endanger any work
by cutting, digging or otherwise and shall not cut
or alter the work of any other Contractor save
with the consent of the Architect or Engineer.
Art. 38-Utilities, Structures, Signs
a. Sanitary Arrangements
The General Contractor shall provide, if re-
quired and where directed, a shed for toilet facili-
ties and shall furnish and install in this shed all
water closets required for a complete and ade-
quate sanitary arrangement. These facilities will
be available to other Contractors on the job and
shall be kept in a neat and sanitary condition at
all times.
b. Temporary Structures
The General Contractor shall, if required and
where directed, erect a temporary field office,
complete with lights, telephone, and heat in cold
weather. A portion of this office shall be parti-
tioned off, of sufficient size, for the use of a
resident Inspector should the Engineer or Archi-
tect so direct.
Each Contractor shall provide all necessary
storage sheds, shanties, etc., for his own use. All
temporary structures shall be built in a sound
waterproof manner and shall remain on the prem-
ises until their removal is directed by the Engi-
neer or Architect.
c. Water
The General Contractor shall consult with
the Owner in regard to water supply. Water will
be charged to the General Contractor at rate of
cost to the Owner. Any expense of securing water
shall be borne by the Contractor. The source of
water shall be ~pproved by the Owner. The Gen-
eral Contractor may charge other prime Con-
tractors on a pro-rata basis for water used, sueh
charge subject to approval of the Engineer or
Architect.
d. Electricity
The Contractor shall consult with the Owner
in regard to electrical servic~. Any expense Art. 37-Cutting, Patching, and Digging of securing construction electric service from the
The Contractor shall do all cutting, fitting or source of supply shall be borne by the General
patching of his work that may be required to Contractor. The source of supply shall be-ap-
make its several parts come together properly proved by the Owner. The General Contractor
and fit it to receive or be received by work of shall pay for electrical energy at rate of cost to
GC-12
SECTION 2A
CLEARING AND GRUBBING
2A-l
1. SCOPE: Furnish all labor, equipment, tools, and incidentals required to
complete clearing and grubbing work to the extent necessary for the completion
of other items of work.
2. GENERAL: The Contractor shall be responsible for estimating the amount of
clearing and grubbing necessary for completion of the work. The designation
of wooded areas on the plans is approximate and is included solely to make the
Contractor aware that some clearing will be required. Excess clearing outside
of the actual areas needed for construction shall not be allowed.
3. CLEARING
3.1 All trees, logs, brush crops, grasses, and debris of all kinds within
the construction area shall be cut flush with the ground and disposed of as
follows:
3.1.1 Timber of value may be cut and sold by the Contractor.
3.1.2 Contractor may burn the cleared vegetation in a single cleared area,
approved by the Engineer. All burning shall be thorough and under constant
supervision. Burning shall comply with all local, state, and federal laws and
ordinances.
3.1.3 All unburned material shall be buried on the site, in an area, away
from the landfill, approved by the Engineer. The area shall be graded and
seeded in accordance with Section 21, "Seeding," after all material has been
buried.
3.2 The Engineer will designate all trees, shrubs, and plants if any which
are to remain. The Contractor shall protect and safeguard all vegetation
designated to remain. Only vegetation in areas needed for construction shall b-e
cleared.
2A-2 \
4. GRUBBING
4.1 Grubbing shall consist of removing and disposing of stumps and roots
within the construction area. All stumps, roots, and other objectionable
material within the construction area in cuts shall be grubbed to a depth of
at least 12 inches below the subgrade elevation. Where the finished grade
elevation in embankment is 2 feet or mroe above the original ground, stumps
may be cut off flush with the original ground surface or removed.
4.2 The products of grubbing shall be disposed of as designated under
Paragraph "Clearing."
5. Comply with all codes, rules and regulations of all governmental agencies
governing, clearing, grubbing and disposal of debris.
6. PAYMENT
6.1 Payment for all work in this section will included in the lump sum
price in the Contractorts Proposal.
1. SCOPE
SECTION 2B
EXCAVATION AND STOCKPILING
\ 2B-l
1.1 Furnish all labor, material, tools, ;and equipment necessary for
stockpiling and excavation shown on the drawings and specified herein.
1.2 Related Work Specified Elsewhere
1.2.l Landfill construction specified in Section 2C, soil erosion
control specified in Section 2H.
2. GENERAL REQUIREMENTS
2.1 The Contractor shall carefully examine the drawings, specifications,
and the project site for thorough familiarization with all existing conditions
and limitations, and their relationship to and effect upon the work included
under this section of the specifications. No extra cost allowance shall be
made for failure to do so, nor sh~ll adjustment in completion schedule be
made.
2.2 Bench marks, monitoring wells, and other reference points shall be
carefully maintained, and if disturbed or destroyed shall be replaced as
directed at no additional cost to the Owner.
3. STOCKPILING
3.1 The Contractor shall excavate and stockpile required soils on the
site, where necessary, or as shown on the drawings or directed by the
Engineer, Selected excavated IDaterial shall be used for construction of the
landfill.
3.1.1 Topsoil shall be stripped from the landfill construction area
holding pond area, and any necessary borrow areas, and shall be stockpiled
separately for use in final grading. Topsoil is defined as friable clay loam--
surface soil.
\ 2B-2
3.1.2 Clay for use as clay liner shall be excavated from the landfill
construction area, or from the illlillediately adjacent area if needed, and shall
be stockpiled separately for use. Clay is defined, as per Federal Regulation
40 CFR 761.41 (b) (1) i thru v, as being soil having the following characteris-
tics: 1) permeability< 1.0 x 10-7 cm/sec.; 2) Percent P-200 material 7 30/,
3) plasticity index 7 15, 4) Liquid limit 7 30. All material to be used for
clay liner shall be approved by the Engineer.
3.1.3 Soil for use as bridging fill, liner protection,embankment construc-
tion or landfill clo·se-out, shall be excavated from the landfill construction
area, or from the innnediately adjacent area if needed, and shall be stockpiled
separately for use. This material is defined as clean earth; free from debris,
organic materials, trash and refuse, and shall not contain frozen material.
All material used for fill shall be subject to the acceptance of the Engineer.
3.1.4 All necessary precautions shall be taken to prevent mixing or
contamination of the stockpiled materials .
4. EXCAVATING . /
4.1 Excavate and grade as required to construct the landfill to the grades
shown on the drawings. Unsuitable materials such as soft or spongy earth,
muck, mud, decayed vegetation or organic matter, ashes, cans, etc., shall be
removed and replaced with materials for landfill construction as described
herein.
4.2 Excavate to elevations, slopes and dimensions as shown on the drawings.
4.3 Compact subgrade so that all ruts or soft spots are el:pninated. Any
soft spots found, shall be excavated and be replaced with compacted fill as
directed by the Engineer at no additional cost to the Owner. Remove all
rocks and clods greater than 2 inches in diameter.
4.4 Excavation outside of the landfill area proper may be required to
obtain sufficient material for clay liner, and for fill material. It shall
be the Contractor's responsibility to obtain sufficie?t materials from the
immediately adjacent area to construct the landfill as shown on the plans.
\ 2B-3
5. PAYMENT
5.1 Payment for all work in this section will be included in the lump sum
price in the Contractors Proposal.
\ 2C-l
SECTION 2C
LANDFILL CONSTRUCTION
1. SCOPE
1.1 Furnish all labor, material, tools and equipment necessary for
construction of the landfill as shown on the drawings and specified herein.
1.2 Related Work Specified Elsewhere
1.2.l Clearing and Grubbing as specified in Section 2A, Excavation
and Stockpiling as specified in Section 2B, Landfill Liner as specified in
Section 2F, Non-Woven Filter Fabric specified in Section 2G, Soil Erosion
as specified in Section 2H, Seeding as specified in Section 21, Carbon
Filter System as specified in Section 15A.
1.3.1 All references to NC DOT specifications refer to the North
Carolina Department of Transport~tion, Standard Specifications for Roads
and Structures, dated July 1, 1918, and latest amendments.
2. CONSTRUCTION SEQUENCE
2.1 Excavate landfill and stockpile materials, as specified in
Section 2B.
2.2 Install lower leachate collection system.
/
2.2.1 Construct lower leachate collection sump shown on drawings.
Gravel shall be Standard Size #78M as specified in Table 905-1, Aggregate
Gradation, of the NC DOT specifications.
2C-2
'·
2.2.2 Install 9-inch layer of Standard Size U2S aggregate as specified
in Table 905-1 Aggregate Gradation, of NC DOT Specifications.
2.2.3 Compact 9-inch layer until no further consolidation is evident, and
as approved by the Engineer.
2.2.4 Install lower leachate removal pipe as shown on the drawings.
2.3 Install 3O-mil PVC bottom liner as specified in Section 2F.
2.4 Install a 12-inch layer of compacted bridging fill on top of the
PVC liner to protect the integrity of the liner. This protective layer shall
be constructed so there is no damage to the liner. The material shall be
placed in a single lift of 12" compacted thickness. Compaction shall meet
the approval of the Engineer. The bridging fill material shall be as specified
in Section 2B, and shall contain no rocks, clods or sharp objects which would
harm the PVC liner.
2.5 Construction of Lower Clay Liner
I
2.5.l Install a five foot thick clay liner, using stockpiled material,
as specified in Section 2B.
2.5.2 The clay liner shall be installed in successive horizontal layers
of not greater than 811 loose depth, for the full width of the cross-section.
Compact each layer, as specified below, before placing successive layers.
Aereate the material if excessively mosit. The procedure outlined below shall
not relieve the Contractor of his duties to determine the most suitable pro~
cedure, all subject to the approval of the Engineer. After carrying out the
grading, leveling, pulverizing, etc,, of the soil layer to be
compacted, the Contractor shall add the necessary amount of water to permeate
the pulverized soil in the quantity required, all in accordance with the
instructions of the Engineer. The soil shall then be thoroughly mixed after
adding water so as to achieve a homogeneous moisture content in the whole
thickness of the layer. Before compacting, samples from the pulverized soil
shall'b·e taken and tested (field testing using''Speedy Mbisture Device" or
2C-3
similar instrument giving direct readings for the filled moisture ~ontent
may be used) in order to check the natural moisture content and bring it
within +2 and -4 percent of the Optimum Moisture Content. When the
material is within this moisture range, it shall then be leveled in order
to commence earth compaction. After prtmary leveling, compaction shall
be commenced by means of approved rollers in order to attain the required
density. Pnuematic rollers only may be used to achieve compaction.
Compacted thickness of each layer shall not exceed 611 , and each layer shall
have a minimum density of 100 percent of the maximum dry density, ASTM
D-698, or AASHTO T-99, Method A (Standard Proctor). The density of the
compacted material shall be determined in accordance with AASHTO T-191 or
ASTM D-1556 Test for Density of Soil-in-Place by the Sand Cone Method, or
ASTM D-2937, Test for Density of Soil-in-Place by the Drive-Cylinder Method,
with a minimum of 1 test per 10,000 square feet or a minimum of 2 tests per
lift which ever is less.
2. 5. 3 Top surface of_ the clay liner shall be graded to the final
elevations as shown on the drawings.
I
2,6 Install upper leachate collection system,
2.6.1 Construct upper leachate collection sump as shown on the drawings.
Gravel as specified for lower sump,
6.2.2 Install and compact 9....,..fnch layer of Standard Size Jl2S aggregate
as herein before specified, for lower leachate collection system.
2.6,3 Install the upper leachate removal pipe as shown on the drawings,
2,6,4 Install the synthetic filter fabric over the upper leachate
collection system as specified in Section 2G.
2C-4
2.7 Placement and Compaction of PCB Contaminated Soil.
2.7.1 After the upper leachate collection system and filter fabric
have been constructed, placement of PCB contaminated material shall begin.
2.7.2 North Carolina Department of Transporation trucks will enter the
landfill pit via the south end and place the PCB contaminated soil under
the direction of the Engineer, as near as possible to final position. Care
should be taken not to damage the filter fabric or leachate collection
system, No dumping of contaminated soil outside the lined landfill area
shall be allowed.
2.7,3 Trucks shall not be allowed on the Filter fabric until at least
a twelve inch layer of soil has b.een placed over the filter fabric, This
soil can be PCB contaminated so:U.
into place.
Rubber tired equipment shall be used to push and compact the waste
The equipmen.t shall not be allowed to travel on the filter fabric
unless there is at least 12-inches of material between the wheels and fabric. I . .
No tracked vehicles shall be allowed.
2.7.5 For compaction of the l'CB contaminated soil the Contractor shall
compact the material using a ten ton pneumatic roller with a minimum of six
passes over each layer. Layers shall not exceed two feet in depth prior to
compaction,
(2.7.6 .I)µring the placement of the soil, the northeast corner of the land-,-
f ill---shall remain unf:Uled and acts~-smnp to collect rainfall~~~Jfom the PCB
contaminated soil in the landfill. A minimum of two acre feetfstorage shall
I .
be provided. The runoff shall be lutna-led ag specified in Section 15A, Carbon
Filter System.
2.7.7 After all the contaminated soil has been placed in the landfill, the
northeast corner shall be filled in and the landfill closed out.
2.8 Covering the Landfill
2.8.1 A mini.mum of one foot of soil as defined in Section 3.1.3 shall be
placed on top of the waste to serve as a bridge. This layer shall be compacted
and rough graded to approximately 10% slope as shown on the plans. This soil
shallcontainno rocks, clumps, or debris larger than 2-inches.
2.8.2 The gas vent as shown on the drawings shall be placed in the apex.
of the fill.
2.8.3 A two foot layer of clay as defined in Section 2B, Paragraph 3.1.2
shall be placed on top of the bridge layer compacted in 6-inch lifts to 100 per-
cent density as defined by AASHTO T-99 as specified hereinbefore.
2.8.4 A 10-mil PVC linershallbe placed on top of this clay layer as
specified in Section 2F.
2.8.5 A one-foot protective layer of soil as defined in Section 3.1.3
shallJ:,e placed over this liner. Care should be taken not to damage the liner
during placement.
2. 8. 6 One foot minimum of stockpiled top soil shall be placed over the
upper clay liner graded to 10 percent slope and seeded as specified in
Section 2R.
3. Backfills
3 .1 All backfilling needed to construct the landfill not including PCB soil
clay for the liner and fill for bridging shall be compacted in 6-inch lifts to
95 percent density as defined by AASHTO T-99. A minimum of 1 test per 50,000\ ·
square · feet · of · 2 tes·ts-per lift, which ever is · less, will be required as
hereinbefore specified.
2C-6 \
4. GRADING
4.1 The Contractor shall deposit on the site and grade as directed, all
excavated material in excess of amounts needed for fill including excess
material from drainage ditches.
4.2 Rough and finish grading shall proceed in a partical sequence as
the construction work progresses. Grade to the elevation shown on the drawings.
The final, rough-graded surface shall contain no debris or chunks of dirt
larger than 2-inches in diameter. Grades for the landfill are shown on the
drawings.
4.3 Finish grade to receive top soil shall be graded to a tolerance of
1/10 foot, plus or minus.
5. CLEANUP
5.1 Upon completion of the work, all rubbish and debris of every nature
shall be buried as specified in Section 2A Clearing and Grubbing.
6. PAYMENT
6.1 Payment for all work in this section, except the placement of PCB
contaminated soil will be included in the lump sum price in the Contractors
Proposal.
6. 2 Payment for placement of PCB contamined soil wilL be included in
the lump sum price in the Contractor's Proposal. This price is based upon
furnishing all labor, materials, tools, and equipment necessary for the
placement of contaminated soil for a period of six weeks during which the
North Carolina Department of Transportation will haul contaminated soil.
Adjustment in the contract lump sum price will be made for any increase
in the number of working days contaminated soil is actually hauled. The
adjustment will be made by application of the Daily Rate shown in the
proposal to the number of days in excess of the six week period in which
the North Carolina Department of Transportation actually hauls contaminated
soil.
2D-1
SECTION 2D
GROUND WATER MONITORING WELLS
1 SCOPE: Furnish all labor, equipment, materials, and tools necessary for
the construction of three monitoring wells as shown on the drawings and
specified herein.
2. GROUND WATER MONITORING WELLS
2.1 Drilling mud shall not be used. Casing shall be used if necessary.
2.2 The approximate locations and depths of all monitoring wells are
shown on the drawings. Final locations and depths shall be determined in
the field.
2.3 The well shall be 8-inch in diameter.
2.4 The well casing shall be 4-inch diameter, schedule 40 PVC or
approved equal.
2.5 A continuous slot type 4~inch diameter PVC screen ten feet in
length shall be provided at the lower end of the casing. This screen
shall have an end cap. '·
2.6 The annular space around the casing and well screen shall be
backfilled with a gravel pack graded to matcfi the scTeen slot size and
sized upon manufacturer's recODllllendations, The material shall be such that
a good communication between the ground water and the well can be established
yet no particle migration is to occur, The top five feet of annular space
will be grouted as shown on the plans.
2.7 The Contractor shall submit to the Engineer information concerning
the screen and gravel pack prior to construction for approval.
2D-2
2.8 The Contractor shall properly develop the well by a method approved
by the Engineer.
2.9 The Contractor shall provide a cap and precast concrete cover
similar to the detail shown on the plans.
2.10 If a well is not satisfactory, as determined by the Engineer, the
Contractor shall remove the well and backfill the hole, and redrill a new
well at no additional cost to the Owner.
3. PAYMENT
3.1 Payment for all work in this section will be included in the
lump sum price in the Contractors Proposal.
\
\ 2E-l
SECTION 2F
CHAIN-LINK FENCE
1. SCOPE
1.1 Furnish all labor, material, tools, and equipment necessary for
construction of chain-link fence and gate as shown on the drawings and
specified herein.
1.2 The fence shall be 7 feet high above ground, using 6-foot-high
chain-link fabric surmounted by three strands of barbed wire pointed
0 outboard at 45 angle.
2. SHOP DRAWINGS
2.1 Submit shop drawings for review in accordance with the require-
ments of the General Conditions.
2.2 Shop drawings shall show ,complete details of fencing posts and
gates. /
3. MATERIALS: Materials for fencing and gates shall conform to the
following requirements:
3.1 Fabric: Chain-link fabric shall be aluminum-coated (0.4, ounces
per sq ft) conforming to the requirements of ASTM A49.l-74, Class II,
Fabric shall be woven from 9 gage (coated size}. wire in a 2-inch mesh.
Fabric shall be knuckled at one selvage and twisted and barbed at the
other selvage.
3.2 Posts and Braces
3.2.l All structural and roll-formed shapes shall conform to ASTM
A-123 for galvanized coatin~. All tubular members shall conform to
ASTM A-120, Schedule 40, for weight and coating.
\ 2E-2
3. 2. 2 End, Corner, and Pull Post shall be 3-1/2'' x 3-1/2" roll-
formed corner section having a minimum bending strength of 381 pounds.
3. 2. 3 Line Posts shall be C-section roll-formed 1.875" x 1.625"
with minimum bending strength of 245 pounds. Posts shall be formed
from steel conforming to ASTM A570-72, Grade E.
3.2.4 Gate Posts:
.1 Gate leaves up to and including 6 1· .... ot wide shall be 3..-1/2"
x 3-1/2" roll-formed section.
3.2.5 Braces shall be 1.625n x 1.251' roll-formed 1'C 11 -section with
minimum bending strength of 192 pounds. Furnished complete with 3/8n
diameter rod and adjustable takeup assembly.
3.3 Accessories
3.3.1 All accessories except tie wires and barbed wires shall be
galvanized conforming to ASTM Al~3.
3.3.2 Barbed Wire Supporting Arm shall be heavy, pressed steel
to acconnnodate 3 rows of barbed wire. Arms shall extend outward at a
45 degree angle with a 3-inch apron around the post and capable of with~
standing a 250-pound pulldown load from end of the arm.
3.3.3 Post Tops shall be pressed steel or lllalleable iron designed
as a weathertight closure cap for tubular posts.
3.3.4 Barbed wire shall be double strand 12-1/2 gage twisted wire
with 14-gage, 4 point, round aluminum barbs spaced on approx:;imately
5-inch-centers, conforming to the requ;trements of ASTI1 A585..--71, Mini-
mum weight of aluminum coating shall be 0.30 ounces per square foot of
wire surface.
2E-3
3.3.5 Top and Bottom Tension Wire shall be No. 7 gage aluminum
coating spring coil or crimped wire. Minimum weight of aluminum
coating shall be 0.40 ounces per sq ft of wire surface.
3 .3. 6 Stretcher Bars: (For tubular end and gate postEi)_ shall be
one-piece-lengths equal to the height of the fabric with a minimum
cross-section of 3/16" x 3/4".
3.3.7 Stretcher Bar Bands shall be heavy, pressed steel bands to
secure stretcher bars to tubular posts.
3.4 Gates: Swing gates shall have perimeter frame of 1.90" O.D.
tubular members. Centilever-style sliding gates shall have top card
bottom frame member of 2-3/8 inch O.D. weighing 3.65 lbs per linear
foot. Side and intermediate frame members shall be 1.9 inch O.D.
weighing 2.72 lbs-per-linear-foot. Galvanize coating shall conform to
ASTM Al20. Gates may be fabricated using weld_ed construction or heavy
pressed steel or malleable iron c_9rner fittings securely riveted.
Fabric shall be the same as for fencing. Fabric shall be attached with
stretcher bars at vertical edges and tied at top and bottom with tie
wires. Extension arms for barbed wire shall be 1.9 inch o.n. tubing
2'-6" attached to the yard side of the vertical frame member with pipe
clamp. Barbed wires on gate shall be aligned horizontally with barbed
wires on the fencing.
3.5 Gate Hradware
3.5.l Hinges shall be pressed steel or malleable iron suitable
for gate size.
3.5.2 Latch: Forked..-type or plunger-bar-type to permit operation
from either side of gate. Provide padlock eye as integral part of latch,
\ 2E-4
3.5.3 Keeper: Provide keeper for swing gates which engages the
gate leaf and holds it in the open position until manually released.
3.5.4 Gate Stops: Gate stops for all double gates shall be either
mushroom-type or flush plate with anchors, suitable for setting con-
crete. Locking device and padlock eyes shall be integral part of latch
requiring one padlock for both gate leaves.
3.6 Concrete: Concrete shall be 2500 psi compressive strength
at 28 days. Concrete and placement shall conform to the requirements
of the American Concrete Institute (ACI) "Building Code Requirements
for Structural Plain Concrete." (ACI 322-72)
4. INSTALLATION
4.1 All work in connection with installation of chain-link fence
shall conform to Chain-Link Manufacturer's Institute Standards for
Chain-Link Fence Installation.
4.1.1 All posts for chain-1¥1k fencing shall be set in concrete
foundations to a minimum depth of 36 inches in the ground. Diameter of
concrete foundations shall be a minimum of 9 inches except for gate posts
to be a minimum diameter of three times the outside diameter of the post.
Concrete foundations shall extend 2 inches above grade and .be sloped
away from posts for drainage, Barbed wire supporting arms shall be in-
stalled with angle leaning out ·from enclosed area.
4.1.2 Fabric and barbed wire shall be stretched to proper tension
between terminal post and securely fastened to frame work members. All
chain-link fencing shall be installed with top and bottom tension wire.
The bottom of the fabric shall be held as uniformly as practical to 2
inches above finished grade, except for locations where fencing crosses
ditches, fencing shall be installed as specified below.
\ 2E-5
4.2 Gates: Install gates plUIDb, level, and secure for the full
opening without interference. Install ground set items in concrete for
anchorage as recommended by the manufacturer. Adjust hardware for smooth
operation.
4.3· Complete the installation within the time as scheduled and main-
tain fencing and gates in good repair at all times and turn over to Owner
at end of construction in perfect condition.
5. PAYMENT
5.1 Payment for all work in this section will be included in the
lump &um price in the Contractors Proposal.
SECTION 2F
MEMBRANE LINERS
2F-l
1. SCOPE: Furnish all labor, materials, tools and equipment necessary for
the construction of the artificial liner and liner protection materials along
the bottom and sides of the pit, and the construction of the artificial liner
and protection materials for covering and sealing the pit as shown on the
drawings and specified herein.
2. POLYVINYL CHLORIDE MEMBRANE LINER REQUIREMENTS
2.1 Material Description
2.1.2 The liner shall be of single ply construction having polyvinyl
chloride as its principle compound to meet the requirements of this specifi-
cation. The materials supplied shall be first quality products designed and
manufactured specifically for the purposes of this work, and which have been
satisfactorily demonstrated by prf._or use to be suitable and durable for such
purposes. /
2.1.3 The liner shall be so produced as to be free of holes, undispersed
raw materials or blisters. Any such defect shall be repaired using the elasto-
mer sheeting and the manufacturer's approved adhesive.
2.2 Factory Fabrication of Blankets
2.2.1 The finished roll goods shall be factory fabricated into panels
up to 15,000 sq ft in size in order to reduce the amount of field seaming
required. All seams shall be heat welded and provide a film tearing bond.
2F-2
2.3 Field Seaming
2.3 .1 All field seaming shall be performed using only the manufacturer's
approved adhesives and application directions. The minimum width of field
seams shall be 4~inches.
2.3.2 All field seams upon completion shall be visually inspected and any
loose or questionable area repaired.
2.4 Physical Properties
2. 4 .1 Th.e PVC liner shall conform to the fallowing requirements:
PROPERTY
Tensile Strength
100 Modulus
Elongation at Break
Elmendorf Tear
Graves Tear
Water Extraction
Volatility
Cold Crack
Hardness, Shore A
Durometer
Resistance to Soil Burial
Tensile Strength
Elongation
Bonded Seam Strength
TEST METHOD
AfiTM D882
ASTM D882
ASTM F882
ASTM D689
AS.TM Dl004
ASTM Dl239
ASTM Dl203
ASTM Dl790
ASTM D676
ASTM D3083
ASTM D3083
ASTM D3038
REQUIREMENTS
2300 psi, Minimum
1000 psi, Minimum
300%, Minimum
175 GMS/Mil, Minimum
300 lb/In., Minimum
0 .30%, Maximum
1.0% Loss, Maximum
94 Average
5.0% Loss, Maximum@ 120 Days Burial
20.0% Loss, Maximum-@120
Days Burial
80% of Original
Strength Attainable by
Fabrication and/or Contractor
2F-3
2.4.2 The liner shall .be leakproof and impermeable to water when
properly installed.
2.4.3 The Contractor shall furnish the Engineer a mill certificate or
affidavit from the manufacturer, which shall attest the liner furnished meets
the stated requirements for the Engineers approval.
2 .5 Placing of PVC Lining
2.5.1 The PVC lining shall be placed over the prepared surfaces to be
lined in such a manner as to assure minimum handling. It shall be sealed
to all openings through the lining in accordance with details shown on the
drawings. The lining shall be closely fitted and sealed around inlets,
outlets and other projections through the lining. Any portion of lining
damaged during installation shall be removed or repaired by using an addi-
tional piece of lining.
2.5.2 Any necessary repairs to the PVC shall be patched with the lining
material itself and cold applied ;vinyl to vinyl bondin& adhesive. The
bonding adhesive shall be applied to the contact surfaces of both the patch
and linirrg to be repaired, and the two surfaces pressed together innnediately,
Any wrinkles shall be smoothed out.
2.5.3 All joints, on completion of the work, shall be inspected. Damaged
lining due to scuffing, penetration by foreign objects or distress from rough
subgrade shall, as directed by the Engineer, be replaced or covered and sealed
with an additional layer of PVC of the proper size.
2.5.4 A Technical Service Representative of the manufacturer shall be
made available during placement of the liners. The Contractor shall bear the
expense of this Technical Service Representative.
2F-4
2.5.5 Provide proper storage for the PVC liner. Do not remove rolls from
their pretective coverings prior to use. If the material is to be stored for
more than two weeks, the material shall be stored out of the sunlight.
2.5.6 At no time shall equipment be allowed to operate on the liner with
less than 12-inches of cover. Only pneumatic tired equipment and rollers
shall not be allowed to operate on this cover.
3. PAYMENT
3.1 Payment for all work in this section will be included in the lump
sum price in the Contractor's Proposal.
I
\
\ 2G-l
SECTION 2G
FILTER FABRIC FOR LEACHATE SYSTEM PROTECTION
1. SCOPE: Furnish all material, labor, tools, and equipment necessary for
construction of fabric protection between the upper leachate collection
system and placement of the PCB contaminated soil which shall provide separa-
tion between the leachate sand and PCB soil, prevent the migration of fine
material in the leachate sand, and allow moisture to pass into the leachate
system, as shown on the drawings and specified herein.
2. MATERIALS
2.1 The nonwoven fabric shall be MIRAFI TYPAR, FIBERTEX, SUPAC or approved
equal. The filter fabric shall keep the upper leachate collection system
intact from contamination and damage during placement of the PCB soil and
allow water to easily pass through. The following characteristics are general
requirements for the filter fabric:
Minimum weight •.. _ .•.•..•••••••.•. ·/~ ....•.••...•.•....•••.•.•......•.••• 140 2 g/m
Average thickness ..•......•...•....•••.•••...•.•..••...•..........••••• 30 mils
Grab strength, wet .....•.•..•.••.....•..............••••..•.••.....••.•. 120 lb
Retention at -70°F •..•.•••...•••.•.....•..•..•.•.•....••.•...••••.... 100%
-Grab elongation, wet ..•.••••...••.•.. _ •.•..•••••...... -..••.••....•.• · ••••... 130%
Retention at -70°F ................................ ~ ................... 40%
Trapezoid tear strength .•.•..••••..•..••..•.•.. , .. , ........••.......•.... 65 lb
Air permeability ..............•.•.......••.......•......•....•..... 250 cfm/ft2
Fabric width ..................•........••.•.....•.. , ..••..... 14 ft 9 in (4.5m)
Length per roll .•..........••...•......••.....•..•..•..•......... 328 ft (100m)
Average weight per roll ....•.....•..•..•..•••.•.......•.•...••......••.. 170 lb
\ 2G-2
.
The Contractor shall furnish the Engineer with a certificate or affidavit
from the manufacturer that the filter fabric shall meet the requirements
needed for this project for approval.
3. INSTALLATION
3 .1 The fabric shall be installed by unrolling directly on top of the
sand, overlapping all fabric section by 3 feet. A minimum depth of 12-inches
shall be maintained at all times between the fabric and wheel loads. The soil
can be compacted when a depth of 12-inches is obtained. The fabric shall be
placed according to manufacturer's recommendations.
4. PAYMENT
4.1 Payment for all work in this section will be included in the lump
sum price in the Contractor's Proposal.
I
\ 2H-l
SECTION 2H
SOIL EROSION CONTROL
1. SCOPE
1.1 Furnish all labor, material, tools, and equipment necessary for
soil erosion control during and after construction of the landfill as
shown on the drawings and as specified herein.
1.2 Related Work Specified Elsewhere: Earthwork as specified in
Section 2B, seeding as specified in Section 21.
2. GENERAL REQUIREMENTS
2.1 The Contractor shall take whatever measures are necessary to
minimize soil erosion and siltation by his operations. The Contractor
shall also comply with the applicable regulations of all legally consti-
tuted authorities relating to pollution precaution and control. The
Contractor shall comply with all regulations which in any way affect the
conduct of the work especially trye State of North Carolina Rules and
Regulations for Erosion and Sediment Control.
3. EROSION CONTROL MEASURES
3.1 Diversions -Construct the diversions and beams as shown on the
plans, and as needed. The diversions shall be removed after the project
is complete.
3.2 Silt Check Dams and Temporary Silt Fences~ Installed as shown
and as needed.
3.3 Seeding -Slopes, stockpiles, and ground left exposed more than
sixty days will be seeded.
4. PAYMENT
4.1 Payment for all work in this section will be included in the lump
sum price in the Contractor's Proposal.
\
1. SCOPE
SECTION 21
SEEDING
21-1
1.1 Furnish all labor, _material, tools, and equipment necessary for
establishment of grass on all disturbed areas as specified herein.
2. MATERIALS
2.1 Fertilizer: Fertilizer shall be 10-10-10 commercial fertilizer .,
mixture, subject to review of the Engineer. Fertilizer shall be uniform
in composition, free-flowing material, suitable for application with
approved standard equipment. The fertilizer shall conform to applicable
state fertilizer laws and shall be delivered in bags or other convenient
containers, each fully-labeled and bearing the name, trademark, and
warranty of the producers.
2. 2 Seed: All seed ·shall be. labeled in accordance with the U.S.
Department of Agriculture Rules ~nd Regulations under the Federal Seed Act
if shipped in interstate connnerce, or shall be labeled in accordance with
the · seed law of the state in which it is furnished if . not shipped in inter-
state commerce. The quality of all seed shall comply with the requirements
of the North Carolina Seed Law and with the rules and regulations adopted
by the North Carolina Board of Agriculture in accordance with the provisions
of said law in effect at the time of sampling. All seed shall be subject to
sampling and testing in accordanc-e with Article 960-3 of the "Standard Speci-
fication for Roads and Structures," July 1, 1978 Edition of the North
Carolina State Highway Commission.
2.3 Limestone: Limestone shall be agricultural grade limestone as
specified in Article 960-2 of North Carolina Department of Transportation
"Standard Specification for Road and Structures."
\ 21-2
2.4 Mulch: Mulch for erosion control shall consist of straw.· All
mulch shall be reasonably free from seed-bearing stalks, roots, or bulblets
and excessive amount of restructed noxious weeds as defined by the North
Carolina Board of Agriculture at the time of use of the mulch. Mulch shall
also comply with all applicable state and federal domestic quarantines.
Material for holding mulch in place shall be asphalt or other approved
binding material.
2.5 Water: Water shall be free from acid, alkali, salt, and other
substances harmful to growth of grass.
3. PREPARATION OF GROUND SURFACE
3.1 Topsoiling: The top 12-inches of soil shall be excavated and stock-
piled and replaced on the distributed area.
3.2 Tilling: Areas to be seeded shall be loosened and filled to a
depth of 4-inches until the condition of the soil is brought to a fine
grade. Any irregularities in the surface resulting from tilling to other
operations shall be leveled out 7'efore planting. Remove all rocks (larger
than 1-inch diameter) and debris.
3.3 Fertilizing: Fertilizer shall be distributed uniformly at the rate
of approximately 500 pounds per acre over the areas to be seeded and mixed
into the soil to a depth of approximately 4-inches during the tilling opera-
tions specified in the preceding paragraph.
3.4 Liming: Lime shall be distributed uniformly at the rate of
approximately 3 tons per acre over the area to, be seeded.
4. PLANT'ING
4.1 Seed shall be sown under suitable weather conditions.
4.2 The seed shall be uniformly distributed by an approved method. The
seed mixture shall consist of the following types applied at the following
rates:
Kind of Seed
Kentucky 31 Fescue
Brown Top Millet or
Sorgham-Sudan
Pounds/Acre
60
35
The seed shall be lightly covered by approved mechanical equipment of making
and the soil compacted by rolling. Annual rye applied at the rate of 25
pounds per acre shall be added if seeding occurs between the months of
October and February.
4.3 Within 24 hours after seeding is done, a mulch material shall be
evenly strewn over all surfaces.
4.3.2 Where a hydroseeder is used to apply fertilizer and seed at the
rates above, the seed shall not remain in water containing fertilizer for
more than 30 minutes prior to app~ication unless otherwise permitted by the
Engineer. /
5. PAYMENT
5.1 Payment for all work in this section will be included in the lump
sum price in the Contractor's Proposal.
-15A-.l
SECTION 15A
CARBON FILTER SYSTEM
1. SCOPE
1.1 Furnish all labor, equipment materials, and tools necessary for
the construction, operation and demolition of the carbon filter system as
shown on the drawings and specified herein.
1.2 The Contractor shall provide a complete system including piping, a
contaminated water pump, filtering system, and holding pond.
2. DESCRIPTION: During the placing of PCB contaminated soil in the
landfill, the northwest corner of the pit shall remain unfilled and act as
a sump to collect rainfall. This will be accomplished by postponing
placing of material in that corner until the landfill is ready to be closed
out. The accumulated water shall be pumped to the sand filter first to
remove silt then through the activated carbon to remove any possible con-
tamination. The filtrate shall th.en be stored in the holding pond and I . . tested by representatives of the State of North Carolina for the presenceof
PCB's. If tests indicate presence of PCB's, the water shall be pumped back
into the landfill pit and refiltered until tests indicate no further pre-
sence of PCB material. After the filtrate is accepted, the storm water will
be released to the natural water course. The filtering system is designed
to process two acre feet of water.
3. REQUIRED MATERIAL AND EQUIPMENT
3.1 The Contractor shall provide a self-priming gas driven trash pump
capable of delivering a maximum of 125 gpm through the filter system. This
pump shall be in good working order, No leaks in the pump, suction or dis-
charge piping shall be allowed. The Contractor shall also provide all fittings
and valves required for the filter system, Filter fabric as specified in
Section 2G shall be used over the suction inlet to reduce the amount of
silt entering the filter system,
15A-2
3.2 Filter Tanks: Standard reinforced concrete septic tanks or approved
equal ·shall be modified to serve as containers for filter material.· The
following tank sizes will be used:
Side Wall & Top
Purpose Volume (gals) Inside Dimensions Bottom Thickness Thicknes
Carbon Filter 750 7• 6 ti X 3' 6tl X 5' 3t1 6" 4"
Sand Filter 1500 9' 6 ti X 5' 8" X 5' 9" 8" 5"
Any baffles and appurtenances sha·11 be removed and modified as required to
suit the installation of the filter systems including the inlet and outlet fittings,
as shown on the drawings.
3.3 All lines and fittings except shown on the plans shall be Schedule 40
PVC piping, withsolvent cemented joints, or Schedule 40 C.S. pipe.
3.3.1 Inlet and outlet pipes /shall be perforated as shown in plans. Outlet
pipes shall be wrapped with 1/8" mesh screen.
3 .4 Globe valves shall be flanged PVC or steel. 6'' gate valve at holding
pond.shall -meet AWWA Standards.
3.5 Gravel for filter beds shall be North Carolina Department of Trans-
portationls Standard size 78M.
3.6 Sand for filter shall be clean 2S sand as specified in Section 2C
paragraph 2.2.2.
3.7 Activated carbon shall be type 12 x 40 mesh size.
lSA-3
3.8 All materials except the pump shall be new.
4. INSTALLATION AND TESTING
4.1 The sump in the northeast corner of the landfill pit shall be of
such size to maintain at least two acre foot of water storage.
4.2 The holding pond shall be constructed as shown on the drawings. A
one foot thick clay layer shall line all sides of the pond in contact with
water. The dam and clay liner shall be constructed to the same specifications
as for fills and clay liner specified hereinbefore. A minimum of two acre
feet of storage, excluding free board shall be supplied.
4.3 The filter tanks shall be located between the landfill and holding
pond. The tanks shall be placed so the difference in elevation between the
two is as shown on the drawings./
4.4 After the tanks are placed on site and the piping installed, the
pipes shall be capped and the tanks filled to the top with water. The tanks
shall stand for 24 hours to check for leaks. If there are any leaks they shall
be repaired. The outlet pipe in the holding pond shall be pressure tested
at 25 psi pressure for l hour to check for leaks at the valve.
\
4.6 The three filter globe valves shall be calibrated for a 125 gpm
maximum flow using the sump pump, actual piping, clean uncontaminated
water, and filter materials during a trial test.
5. OPERATION
5.1 Water collected in the landfill pit shall be first filtered for
silt and debris by filter fabric at the suction end of pipe, then pumped
to the sand filter to remove remaining silt, and the carbon filter to
remove any contamination. Monitoring and adjustment at the system during
operation shall be required.
5.2 Filtrate shall be collected and held in the holding pond for final
testing. If PCB material is detected from these tests, it shall be returned
to the landfill pit and refiltered until no further traces of PCB are detected.
5.3 During operation gravel, sand and carbon shall be replaced as required
for proper operation of the filter.
5.4 During the filter operatfon the water in the top of the carbon filter
shall be constantly monitored for the presence of clay particles. If the
water appears cloudy the flow in the system shall be stopped and the sand
filter refurbished.
5.5 All materials used for the carbon filter system, including filter
material, septic tanks, and piping, but not including the trash pump or
valves will be placed in tfie landfill prior to pit close out.
5.6 The accumulated sediments and clay liner in the holding pond will
also be placed in the landfill prior to pit close out,
5.7 The valves shall be turned over to the Owner.
6. PAYMENT
6.1 Payment for all work in this section will be included in the lump
sum price in the Contractor's Proposal.
NORTH CAROLINA :DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY P, C B WASTE DISPOSAL SITE WARREN COUNTY INDEX OF DRAWINGS SHEET NO. TITLE I 2 3 4 5 6 7 8 9 COVER SHEET LOCATION AND SITE MAP GENERAL PLAN Ar-0 BORING LOCATIONS LOGS OF BORINGS SITE GRADING AND EROSION CONTROL PLAN FINAL GRADING PLAN CARBON FILTER SYSTEM MISC: DETAILS CROSS SECTIONS Burley a Mltchell,Jr. Secret•rv ITEM,1111-1990 CODE,14900 Sverdrup Sverdrup & Parcel AS_BUIL T f:_LANS .--~~~~ ENGINEERS-ARCHIT£CTS -CONSTRUCTION MANAGERS .----~ ,1\U.1,,.·,i,-y\ ff,°" HAL \ \ ,=~~J GREENSBOAO, N. C. . ·<~,!~· J---. !!+7
# ff ~ 1/ ~ .~_! ;j/# "lg ~ ~ r!-..._.J ~ ~ ''·<f'TENPOflAR'Y E : \ I , • • • / ··t-• ' . . ,::,. 1 -r f: I\ I '. !' ~ · . .,.,0, • ... __ ,. ~· 'oc '~o ' \ \ I ' , _,,,' I I I ', .i ------:ti, ~' / // I, / ::';::, '// / .... ..-.-·· ~c£5• ••~~_.---··· & I II II @ ~#-----.. : '#[LL~ : [J !/ I CCNC.MO+I ll2llUll 9790.09l IELJn.H .. -· \11 K---. \ \ 1 · ' / \ : '-. / \11 I:._ "( _: \: I 11 I : LANO ,jLL . WO00(0 AREA ITYPI ' \ I \ r.l I I Ii. I I '-,ym•, OISTING ', bUILOI/\ r-"l ·. L_J : I ' I I ---. -11 I.... .,I._ y -------. ----.... ~.;_;.j.--1 I .._ / -,,,,---+ ,,-,h •'1":·" 11 , \ /{ / ✓-'~ I · ''•'" •' fl.nu, ~ · ··· ~ ,cooo .-1 --'4C .• ___ .'.•~.•~--...... --_ •.. / , ~ //STAT[ 0-~~-~~.19.:,11 ACRES _.-___ •••••••• -•• / .--. . : ,, 0, /,, ,-·-·· . ..-··········~ \, !! 0 . ' ' . '·,,._ • J<'o TlMPORARY USAGl 7.111 ACMS \~~----;.,.:.:=-,~~-,..,,.., • JIO ··-----,/ , .. I --· ·, .... -·· ::--',, ,,--,oo ----/----/ ---~ ·-\ .... -... ___ ,, WARREN COUNTY SCAL.£: I • 2 NIL[U 20'·0" P[RM,t.NENT RCM·IO'·O" EACH SIOE QIF 5,URVFr UNE / / , \ ·-.. ___ \\ ....... _ ----/---~ ORIGINALDIRTROA0 // ff: ',. ·•.. I ,• ···290~ .. ·-----"··"·• ~ I '•. ·... I ,' - -•, ·•... I ,' II , NOTES ---__ •·• ......... ,. \,, ,.--·--·---·/ ._--·····:~. • ~RlYANORIGHT~WAYSURV£YPREPllRfO ~--•... ----·-/ 1.•'.f 9Y R.LOWfLLHARRS,A.L.5. R[l)OAK, SITE MAP ~ .--/, ~.r /, f!OATHCAROLINA,OCT08ER,1976. SCALE 1••tOO' --....... ••·· ~ 2. SITE SURVEY PREPARIED 8Y SVERORUP $ PARCEL, OECEM8ER, 1980. I P •2 /_~ 3. AREA SHOWN IS PART OF 1◄ 2
.3 ACRE TRACT. DEPAR7MENT OF CRIME CONTROL ANO PUBLIC SAFETY f/2. 4. WOODED AREAS ARE APPAOxtMATE IN SIZE. PC 8 WASTE DISPOSAL SITE 3. COOR DINAT[ STST Elf IS o\ LOCAL GRID .... ,.:?REN COUNTY·NCFTH CAPOLINA COORDINATE SYSTEM ,011t THIS ltftOJIECT ONLY ANO IS NOT Tl£0 TO ANT 0THU: EXJSTING COOROINATC SYSTf:M. A:$_ BUILT DRAWi~~ .,,~, -r-r-Jl!! LOCATION AND SITE MAP SVERDRUP I PARCEL ENOINIEUIII-AIIICHITIECTS-CONSTJIUCTION JUNAGEJII OJIIEIENSIIOJIO. N.C. M:AltSCEPlt.'t M-ORNB .,.._ CEL CMfCUOJLWjr ~ 2
PLIII< ti \ ""'""" ~~ . ,------~ .-----,,,,,,---....... _ ,' ........ I ' I ' ! \ , i i ( / / ---;.-~----~----------, I : i : i '•, ' ' ; , ' ' ! ---------•• ---\ \ \ \ i i __ /,, __ .------------------\ ' ' ' I ' Q!jl ,' ' ' ', . ' \\, \ \ \ , \,, / ·-----------' • • I \ ,\ \ \ \ \ \ \ ·: \ \ •, \ '•,, ,' / ; ' \ ,, / / / : t , ' I \ I ,' ,' , ' I' I : I ,' / .,/ ,: / I ,' / / ,' : ! / / / , / / :' ,' : : : . / •0' I \ :" / I / I ' ' ' / ' I\ ': / ,' ' I I : , ' ; ': : / ,' ,,•• j ! / ,' ---t' / ' I ----:::~~·· ,,/ / ,,,,,, I ,/ // •' /,,.,,,.,, .... ___ ./, ___ , /.,.,,,, _____ ,. -----.... ', ,I' • I l . / ' ' ' ' ' ' I I I I I I I , ... I ·, I I ,,, -........ , ,, __ .,,..,• ,_, . ---..... _,,/, .. --..... J' ,, /., ' I ' ' ' ' ' ------✓,,,. _., ,. ,• _, --•• ~ I / ,I I I I -···········-························-····· ... --------, .. --'·. .. ••h•--•-••••"'· -------------S4Z __________ 54-0 -------.,.,. ---s.,c. ~ ... ------.53,z - - --- --- --'.Jo __ -------,2e ~ , ..,.., .,.,o' ---------------0 IOMNG LOCATIONS e ' . ----;;~ I. IOlll115lOCATlm5Nll...,,.,.PII.Tt . ·i. TM( IMl(I llU 111111 A stnl!IFICC lllffS'TIMTIOII MOC Of i :..,~~-r~~~~~~~~~l:?ooc~.1\11~ f IW°""TIOII TS l11:tUOEt1r«.1wo111'1Ult11-.,, llflMI TM( (1111(101"11( CIW,IW[t A5SUIES A//ff llt:Sl'OIISIIIUTT Hit lit( .-CCUUCY Of TM. DATA "l!.£WTED. IT JS Tll(. ' Cllt.lMTICII OI TIC CClffMCffa ltl MICI MU (Ill Cll[T(1la JIIMTICII f6 Tll( c•urn• TO • ~[IQ. GENERAL PLAN a BORING LOCATIONS SVERDRUP A PARCEL t:-llfll-~-CONSTl'IUC'TIOllfM&NAOIEM · OMMS90f'IO,N.C. -====r,;;;;;;=dlbr=7 ... arnn«.J4 .J-~..--~:·,_,._~ .. -RSI/FSAj~n FBR -JL•1.1 J.cl-a-12-a,
»o----:::r-------------------,---------,---------~-------~~-------' I '• 340 34f O 2 FE>,M'OWM,SMCN', 339.2PJIIIO '1 Rm,BROWN.MC.ICSlUS, FWE,SAHO'l"Q.AY ~7.7 OLT'r CUit 330 ~~ I I S.-.....Nl OISCONTND A-5 l!l, 310 --,-t--tlfl!l--------+-+--------A.•7'-t (20t 330 SROwN,HIG.._Y WXEOUS.. SAJC(,ClAYEY SILT A•7·6 IIOJ l_o RED, BAOwN,MCACEOUS, FIHE,s.tNOY~ A-7·508) ~~·~OUS,su«n' A-7·5 110 O 3)6 .. ,. 0 RfO.~IC.ta:XOUS, 1'-'0,,~nc.SMC>"< l"IN[,SANO'l'Q..AY St.TY O..AY A·7·6!_19t BR<M'N, MICACEOUS, CLAT'EY, SAN.:7'1' Sl. T A·5t6J tKH RE0,8ROWN,F1NE,SAICJ'I", pi.q \/£RY CLAYEY St. T SAMPL.NG CISCa.lTINUED 30, 37 z-a-11 304.7 :,:, '°" 32 1_5_7, = ~2 ~ = 297 '"--'45 290 z91L...J•, 200 _.cc,._ ____________________________________________________ _J '"° 340 = =1= 330 = !20 = 310 200 , 0 , ... l~e:=,~~ 333.2 fBJjoAED BROWN FINE 3:,2. 1 OUARTZ LENSES A.·7·51141 A/Or, TY CLAY RE0,8ROWN,F1NE,SANOI', VERY C1.A'tEY SILT BROWN,MICACEOUS,SNDr SILT A-7·5181 -~ TAN,MIC.IIICEOUS,SILTY, .... SAHi> A·413) ,., 301.2 ~32 z.5.79 299.7 2H:2L......J◄ 5 ,,. 0 .~~~E~~ LENSES .t,•1·5 01') BROWN. MICACEOUS, SANDY SILT A·5-(5) T~,,-;ACEOJS,SI..TY, FM SANO A:!:!_ll ,., 302 REO.BR<M'N,MICACEOUS, F"INE SAHOY Q.Ay_ A·7-5(20f BRONN, T.ei., FlNE, SANOY CLAY A·4161 I AROWN.~ Sll.T A·4141 " 341.6 '°'·' REO,EIROWN, MICACEOJS, F"INIE, SANDY CLAY A-7·,5 1171 8ROWN,MICACEOUS, SANDY SILT A-5151 38 LEGEND + •TDI TAkE • 14 Hfl. , ~ CL~ I ~T Iii SANO Lt! TOP ELI' '30 /•IO"ING NUMIUI ' 0 . MD, 8JtOWN, MICA(OUS FINIE,SANDY CLAY ... 7.5 (18) • AASHO DlSIGNATION M-145 IROWN, MICA(OUS,SAJCJY CLAYEY SILT A-7•5110• AASHO DESIGNATION •• 145 IOTTOM EL.• 30l lL.AJ09 H• DEPTH OF IOftlNti ,J.....,._Q,~ ! a 0 .-..--,--------.-,-.----1' I I I I_I_I _ 11·•, DEPMTIIENT Of CRrME CONTM>L N«J PU8LJC SAFETY PCB .ST!: Dl!POSAL Srrt ;, ....,.CXJLNT'l'-NmmtCMOL.-LOGS OF BORINGS · SVERDRUP I PARCEL ----AIICHrffCTI-COld'T"UCTIOIII.,........._ OM:IWNOM>, N.C. -.... -CEL --.,.,,., ,4·,
,L .. M tt \ ' ' ' ' ' ,,,;,,o t)/ -~,.. ----· ,t ,, ,,,J ,,t .. .-' ,I~ '/ . ,·•"' I' ,')..,t ... ::-----::--/ ~ ~--. ' .Tt:R SYSTEM 9YC~RltC1Gt TEWORMT MOl.OtNG POND· MINtlitUIIII 21z ACRE FEET STORAGE. DAM TOH LEfT IN !'LACE"°" mn U9EAT tNO o, ,110J[CT lllO'X lfO' AV!RAG! SIZEI ~ -· ·-·--··--• • I -•mm: .! ::~:J :rl~:1::~ :;,:;1;~:,1:,~~-~~ ~ I • t~~\.~~I~~ _1111., JnOIIOIAT[ STIAa SMLL N I tlMlAPSMillLl[AJIIIIJIUIIO,J6•l11WJOT11MIIJNllll[ i ~!,_•~c:!~'a~\::T•~~~CUICtSI ~ ,... . i !2;~ ~~~It[ 1'-t• fl lll"IMT -• r M tnF..fMT,._; CONSTRUCT SMALL BERM TO DrV'ERT NATI.IW. DRAINAGE FROM,IMOISTLNl:O AREA AROU«) l'OHO. iiooo ,OST ~l IC A NIIIUUI Of I' ·Ill MCIIM1' .MID J• 0t '8ll I■ I ~~~-n:•~r:a~~s=~ ~!1i:S=s'~ ,os~-"~ ~ ~ CONSTRUCT SfllALL BUM TO OIVElltT NATURAL OAAINAGE FR~ WOSTU:BEO AMA AlltOUNO fl'OND, ; ' 7 ___ .. ,: ... ~ ;, -~-----·"' _,., •••• j,tl -------____ · __ ,,o -----.. ,J6 ·:------·-..1..16 -'U ,,, -;---JSO ....._ TOE OF SILT MUST 8E INSTALLED IN TRENCH ANO IAQl;FILL THOROUGHL. Y TAW'ED. TEMPORARY SILT FENCE \z•cw Rlsut ~O'IATEO 12 OIi.. HOLES TH A .. NIMUIII SPAaNCi OF )" a:NTERS. PffOVIOE TRASH GUAl':O. • fl·rf 0 r--;;.;r-};,, I I _± '-:7" ~ ..... l'CU'l'Llf\lER NH. 4',,_(•~ CONC-l'llO SECllilli IlfilJ llAM SIB TEMPORARY lJOUlllili fOf:jl)_ b!lll!P..! ---0--IILT FENCE !!Q.11.! REMOVE REOUIJIEO SILT FENCE SECTIONS OUl':ING PUIIODS OP HAULING. Fl:NCE MUST IE ,u-[1':ECT!D ... ,n11: [ACM OAYI Dl'[ftATION, llY CONTl':ACTOJtJ
1::J8 ~" " .\.,. .. t4 \ .. t,l-6 -/S1ti~-;...__..-,.. ,1 .,.,,-1 ... -------' I ,,-"' -.__ I ( / --· I I 1/ -,:.,_ I / t' ,,_ I I / ,✓------', ',, : / { /' ',, --,, ! / :-,' ',, ', ' I / ' ' ' ' I i, / c,.,..,• .. Of.._.,.Of\'-'-',, \\ ~ !~\ ,1 •• , , --------~' \ \ \I~_ ~ .. o•_~,• -\ I I .,1--, \ I \ \ \ \ ' , I' \ \ \ ' I I \ \ I \·\.\ )/ y\ \'~ \ /l ,' \\ I I I / / ,' I \ / / I : ) I I / / / I J I I I I I I I I ,.t\.\... / ,' I !i, f.\f!l\ / ,' / 11 I / / / \ I I I / / I \ l / / ,' I\ I I I I l \ I / / I I\ l / / / ,,.,),'/ / / -· ,.1 I I I / / ___ ,...,.....1\t' 11 / / / ,/ .,,. ,/ / / ,. ,1. / / ,,,,/' / I ,,, ,T' I I ,✓ I I ___ ,, I / / ,i' o<»•'-" -• ••" • .,,.~o«-. ? /,,.,,,,,,. .............. -,.,.,,.., /,..,,,,.,,,,. ,,, ,. ,,. 111(\..l.•4 11:J. ,.n•• ~ ..... .: ', __ .,/,' ,. ,, : ' ' , , I , . ,/' ,,, I I I I I I I I /.,," I ' /I --..!.._ __ ,1 ,+ I ./ I -..._,/ ,_, ,' ,. 1' I I I I I '1 ~ ' I I I I I , I / I ,/" ,' ,.f ,,,.,.... ,,,' I tt"lt:A~.~~~J.S'-1~1 Sl..,S) LE'l~1..JY'~ }S · -,,,,1 .__,,.. __ .... _,,,,..,,.,,, ~\f,'::•"l !l~L~ ----', -----J'l _____ ,,, ',~ _________ ,44 ,., ___________ ,,. -----...: ___________ ,# --------------------,,% ---------,,---------·-----,,, ,,.,------,,,,,,,,,.,,,.--·-------....... __ .. _ ....... _,,,.,,,.,..,,,. -------------------.,..Jo ---.,.,,.-~-------,~, _.,,.---------? _,, --? F£NCCS MOUC> ..:>NITOAtNG WEl..L Jilli ,.-111a.NQAT[ WITML()Q( .l!lllll: I) FOR S~AY lflRIGATION SYSTEM SEE 9HCtT k t) ,._.. IHED ANO CMION 'LTD TO R[M.UI • ..UCL ~lii~:iIBtwPMa:~.:::_t-~J--.::-z..l l PCB~ DISPOSAL Sitt ·-..( ';, -~j =-~-~.~--: .. _:;: J · FINAL GRADING PLAA1' ·:.:: :<.1/,/:~ ~ ·, . . _-:I: >-,~~ f cf,...,___ ,t,,e-'? ,.I I .. i ~ --,-.,o: . ! 1...,1!'.'0 ·• . -,6 •. ~ . '! -on, -Jt.»'1r .' =-c·:. :· ~
.. E.104 TAHk OV[Rl.AY At.L PERFC1'ATE0 WTL[T P'PES WITH ~ 11" MESH GAI..-.MUO SCM:[N N..ET AND oun.CT PPES • CAP ALL [NOS -----PIPES TOBC F'Ef'R)fU.TEO AS NOTED AN) 5M)Wtrf !IO.DII'· INLET PIPES FOfl • SANO FLTCR:2 ROWS OF1• DIA. HOLES COUlU.Y SPM:ED IN PIPE,16HOLCS P[R ROW, 32HOUS TOW. CAA8t'.»I FL.TEii!; 2 ROWS OF 1• DIA. H0U5 COLW..LY Sf'IICEO ~,~::~~~ p~l~~~=~-. STANDARD REINFORCED CONCRETE SEPTIC TANKS ""-'"" GALLONS "" '""' INSIDE DIMENSIONS THICKNESS • SIOES a BOTTON TOP 7'·e•.:s•·it•5'·3" d· g• ct· 4'------, t'·&•~s'·I"• s•-9• d-e• r:J· ~ RDl)V[ ALL INSIDE 8Af'FL[S, ETC. ••GLoeE VAi.YE (f'Oft TMtOTTUNtil-J MO"O. 4• ... o ~ i' · ... VUIT>Cl4.C. !_~ 1• ••o.c., ~:::-.·:... . L4"0UTUf ... OUTLET PIPE . ••••"11£00C<J1 ~ SCAU NON< SQtElll.[ 40 00 4"0UTLCT ll'lfl£ 3•~y LINE TO IE T:VCON TOP a, 5ROUC> CS SOOUl.u!o,.~·;: IE PMM0£0 -· SAND OCARftPN fllJERS PLAN 'X1EW TANK TOPS NOT SHOWN FOR Q..ARITY SCAU: 'z.•1'·d' t-d' ~ TY,.,..WITH COW:M---------, :;::~~ ... ~ :JJ?tt:i:l]JlJ:1!:J GJlAVEL N..C. DOT ST..,.,.M> su-r, .. _.-OUTL[T,Pt' SMC>-N.C. DOT STANDARD SIU #zs I' SECTION A·A SCAlt 'z••t•o• • WBON rnn:s AD.AJST \W..VE TO MAINTAIN~------, LIEV£L AT IIMXIMIM ,LOW. •. ACTIVATm CAR90N lla40 MESH S!Zf. ... GROUT °" CAUUC TO KAI.I -.TtRTJGHT ITYPI Ol.TIEO FLANGE tTYl'1 ~ERTICAL'-PIP£ Hll.ES,~£ NOTt Fait SMCIMG INLET PIP£ SCALf>NONE ~ 4"UNE TOHOLDtNGPOfC) LIEHGllt TOSUJT NOTf.• CARION FILTflt SYSTCM LEFT Ill '1..AC[ AT CLOS[ OUT ,Oft STAT£ use. ~-~ ~ " .. ~ ~··~ -h-.-1 ""'-.';i, ~ , f .... ••:. ·c·· ., -~-,· -;-~:.,,!=.: I I ttt~l ( AS ~T DftAWIIIZS DEPARTMENT rs CRMCCJfTR<1. IMO PUSU: SAmY ., PC 8 asn DISPOSAL SfT£. i .• .,_,..Q)UNTT"N(Jfflt CMOUlll ·-.. CARaa. 'FLTER .SYs:rEM ,·v-. / ,,, ·-/ . : ,v·t1 'h .t=-~ ... _..-. ,--='=,.-""'.:==,\~~,-=--'"~-~.......,......._~_. J: j ' ----,___ I, ... ,~ .
TEMPORARY ANa«JR TRENCH DETAIL (USfO DUlltlN9 CONSTWUCTI0"1 ~ n.lV. .. •ttft"Tt 1'1~ 11£1GHT OF L IN[Jt 900T TO et D£TERMICD 9Y IMNIS.ICTUR£R-9EQ.R£ WfTH stalNLESS STUL Cu.MP.. ; I' '7'LL SIi[ FlNAL GJtADNG -f"I.MJIORSUl'I: --TYPICAL SECTION THRU LANCJ'lLL C"CONC. SLAIS (2500 f'SU EB WITH ··• l"t•. ON e■e ■4"4 WW.It NOTES I. P\.ACE IN HIGHPOINT OF l..AHOfl.L. 2.PROVllE 12· 1" DIA. HOL!:5 IN BOTTOMS '£ET. IZ PUii ROW• 12." C:CNTUIS 4'SCH[O.J..f 40 ~"'"' GAS VENT DETAIL AL.TU ,. ...... , m~'A.'l;<;.f~J... \t:~1] J ' 0\i£.R EXCA.._Tf. I"~ : MDAEOOMPACTWITHCLAY I ■------~-~ . USED FOR LINER .-: _____________ j ,.VC CA,. WITH ~lNEltCKA .. 1'11"[ ON SU R.Cft LEACHATE COLLECTION SUMP AND lTllrlDilllT LEGEND =-IZZZZZI a.Kt Sf:AW f()la LINEA TO •rna. LH.'R --==a S1HO f"OR LL.I.CHAT[ COU.ECTION STST£MS c::::::I::l:J 11Ll ,alt 9RUGN. MO U_,. ~ ANO PIT CLOSE•OOT, ..... tl'tAVEL h r• SOtlEDUt.[ 40 CS 1'111'( Wt:LD TO ,un: AND CAST .. CONCMTE SLM. f'ILL WITH CX>MCMU AND PAINT WHITL LOCAff AT ,U. ~ CORNlRS Of' U,:t'fll SLM l I ! ;h'\.51•1. PIPE DETAIL ,. ·.• . . . ;. f. /:;;_;; MISC. DETAILS, ~:'f,.:;" -~.:._, . •·.. . . -'.'/ __ .,,•:·: SVER-DAUP I PARCEL 1 , •~atla-MCKITKTI-CONSTII~ ......,..,_ • ,, -IIEM80f'IO.N.C., . • --r-.. --~~:.~-: -~QUIMD fOII UN'£A.LlACHATI. COLU:CU)II 9YITIIII ONLY .•1--7. --,=·;.:;,•--r~ ~-~ .. ,~~l' 1 --11w•IW'I -8!...1...1.£ ··1 ~ • .. ~ -..,,1,. •
' ' I'. -:' :ii 360 ,00 3<00 "" ,.., "o ,00 ,00 zoo zoo 150 100 "" 0 "" 100 ""' zoo too ·,oo 10163N 310 ,00 -3<00 »o ,zo 510 ,00 :,00 zoo 200 '"" 00 "" 0 "" IOO '"" 200 zoo ,00 ., 10035 N ,00 340 I I I _J~-~-+--F-4-~-~~-1 I I ,.., S20 310 ,00 :,00 '"" zoo "" IOO !10 0 "" IOO zoo 250 ~ lOO 9925N • 350 I I I I I ~ I l l 1 I I/ -340 "'" -1/ -----~ +-"-s _/-•----r---_ ,,,,,,,, 3ZO L-"° -:,00 i I I I I i I ,00 zoo zoo '"' 10() "' 0 "" IOO "" zoo "° ,00 10◄01 N 3,0 340 I Y ', l'<'-<'<'K'"<'<'1e-.:::,::::,;::i,<:::::::J / 'k L I "" I Y _:l---I\ ~0001::::-.:::-::::,t:,z /I I I 3ZO e---+-+---+-~.f-----+--=-¥--f----+---t---t---, 310 ,00 '---'---'---'----'----'----'----'-----'----'--___J ,00 '"" zoo '"' IOO ,0 0 "' 100 10320 N .,~,.,-~ ~ PU CONTAMo•ATED SOIL ------EXISTINQ lfl()I.N)LM CROSS SECTIONS SVERDRUP A PARCEL ~ ~-........ ~~~ ...... ""· -RSI 1-,~ D.H.9. / HI-II 7111 ·1
HOlDINCJ N>NO IOTTOM ELEV. nz' ,. PUMP•z • \..P£IR,.TA8L£ PUMP /,W,f~D IN UISTNG SANO "1LTl!:lt ,--------340---. _________ ,, - ------340------. i I I I I I I I I I I I I """ =••" -"'"'" .! ;:::::.::·:~: ... -------------3501 ________________________ _ j •'l."i.4.11: irv,.,...,..n ~INIU...f:11 611.t&,:. ~ I I Lflll!TINI OfltAIN LINE MAN GATE _'__ ------------~ I I I ~-. .-;-.. ,;. --~ .. ·,. ,t1U,LI[ INC. """'""' RAINBIRD Oft [QUAl. fULL CIRCLE ,_,--~w~~~~!f.71~~~::.:l 1•x 314• MDUC[R ICH.40 CUION STt[L l'ft z: i E:XISTINI IROI.NJ M)T[: COfltreet• t• •• E•t'"• Cu,tl• not te ,._.ctw• tM 10..it PYC II.._ SYft fcpp QftNNAGC 9Ctt. 40 II'. Y.C. Pl~[-soc,:n JOINTS SPRINKLER DETAIL U"• 4"J U:ISTING CMION ,1uu ... _.). ____ -----350 _I I ,_ --------------------~ ---------------_______ J CHAIN LIHtc HNC[ I --- ---------------340--------------------------------------·' DOUBLE SWING OAT£ ~ PLAN VIEW (1"•30'1 ~--------------, ! iXISTING '1LTU: ' : SYSttlll L _______________ _; ..... •·-./ ~l.,'HOUS[ ···r SCHEMATIC -PJAGBAHM (no acolo} z•scH.10 PVC "11't:-THll:[ADfo CONNICTIC.I '°" AU..KMNTS .:,n:i ,011 DATA ON ,u .... 11:I DICmC.t.TIONI INCMAMICMOUl•t AS-BUILT DRAWING OF CHANGE ORDER"9 ---·-. -:-;"'T": DEFMTIE.NT OFCRIMECONTROLN.:JPUtl.CW'EtY· PCII WA$TE OtSPOSAL SITE . . WMMN COUNTT, NOIITM CMOUNA LEACHATE PUMPING a SPRAY IRRIGATION SYSTEM-CHANGE ORDER NQ9 SVERDRUP I PARCEL ENGtNEEl'l•-AfllCHITECTI-CONSTl'IUCTION ILUMOfll• 0111.lNIBOf'IO.N.C. --~·· -• NOTED OHoG"'!DF.9.Pl/P.8.fl"'°'c•n '-M -D.H.I ,.,.,.... 4•►89