HomeMy Public PortalAbout027-2014 - Sanitary - Cardno ATC - Construction of Landfill CellsPROFESSIONAL SERVICES AGREEMENT
THIS AGREEMENT made and entered into this o?'S day of 41nna.a
2014 and re-
ferredto as Contract No. 27-2014, by and between the City of Richmondmunicipal
corporation acting by and through its Board of Sanitation Commissioners (hereinafter referred to
as the "City") and Cardno ATC, 7988 Centerpoint Drive, Suite 100, Indianapolis, Indiana 46256
(hereinafter referred to as the "Contractor").
SECTION I. STATEMENT AND SUBJECT OF WORK
City hereby retains Contractor to provide certain cell construction engineering professional ser-
vices in connection with the New Paris Pike Landfill in Richmond, IN. Specifically, Contractor
shall provide services in connection with the construction of landfill Cells 4A, 413, and 4C at the
landfill.
Contractor's Proposals are dated January 22, 2014 and January 27, 2014, and are attached hereto
as Exhibit "A" (two pages), Exhibit "B" (ten pages), Exhibit "C" (seventeen pages), Exhibit "D"
(eleven pages), Exhibit "E" (thirteen pages), and Exhibit "F" (eleven pages), and are hereby in-
corporated by reference and made a part of this Agreement. Contractor shall perform all services
described on said responses, as required.
Should any provisions, terms, or conditions contained in any of the documents attached hereto as
Exhibits or Addendums, or in any of the documents incorporated by reference herein, conflict
with any of the provisions, terms, or conditions of this Agreement, this Agreement shall be con-
trolling.
Contractor shall perform all work herein in a timely manner, conforming to all applicable profes-
sional standards.
The Contractor shall furnish all labor, material, equipment, and services necessary for the proper
completion of all work specified.
No performance of services shall commence until the following has been met:
1. The City is in receipt of any required certificates of insurance and/or
warranties;
2. The City is in receipt of any required affidavit signed by Contractor in
accordance with Indiana Code 22-5-1.7-11(a)(2);and
3. A purchase order has been issued by the Purchasing Department.
SECTION II. STATUS OF CONTRACTOR
Contractor shall be deemed to be an independent contractor and is not an employee or agent of
the City of Richmond. The Contractor shall provide, at its own expense, competent supervision
of the work.
SECTION III. COMPENSATION
City shall pay Contractor on a time and materials basis, as set forth in the attached exhibits, in an
amount not to exceed Thirty -Five Thousand Eight Hundred Dollars and Zero Cents ($35,800.00)
Contract No. 27-2014
Page 1 of 6
Y , ,
for work described in Exhibit "B"; One Hundred Eight Thousand One Hundred Thirty -Five Dol-
lars and Zero Cents ($180,135.00) for work described in Exhibit "C"; Fifteen Thousand Three
Hundred Dollars and Zero Cents ($15,300.00) for work described in Exhibit "D"; Fifty Thousand
Three Hundred One Dollars and Zero Cents ($50,301.00) for work described in Exhibit "E"; and
Sixteen Thousand Five Hundred Twenty -One Dollars and Zero Cents ($16,521.00) for work de-
scribed in Exhibit "F"; for a total sum not to exceed Two Hundred Ninety -Eight Thousand Fifty -
Seven Dollars and Zero Cents ($298,057.00) for the complete and satisfactory performance of all
work described on Contractor's proposals.
SECTION IV. TERM OF AGREEMENT
This Agreement shall become effective when signed by all parties and shall continue in effect
until completion of the project.
Notwithstanding the term of this Agreement, City may terminate this Agreement in whole or in
part, for cause, at any time by giving at least five (5) working days written notice specifying the
effective date and the reasons for termination which shall include but not be limited to the follow-
ing:
a. failure, for any reason of the Contractor to fulfill in a timely manner
its obligations under this Agreement;
b. submission of a report, other work product, or advice, whether oral or written, by the
Contractor to the City that is incorrect, incomplete, or does not meet reasonable
professional standards in any material respect;
c. ineffective or improper use of funds provided under this Agreement;
d. suspension or termination of the grant funding to the City under which this Agreement
is made; or
e. unavailability of sufficient funds to make payment on this Agreement.
In the event of such termination, the City shall be required to make payment for all work per-
formed prior to the date this Agreement is terminated, but shall be relieved of any other responsi-
bility herein.
This Agreement may also be terminated, in whole or in part, by mutual Agreement of the par-
ties by setting forth the reasons for such termination, the effective date, and in the case of
partial termination, the portion to be terminated.
SECTION V. INDEMNIFICATION AND INSURANCE
Contractor agrees to obtain insurance and to indemnify the City for any damage or injury to per-
son or property or any other claims which may arise from the Contractor's conduct or perform-
ance of this Agreement, either intentionally or negligently; provided, however, that nothing con-
tained in this Agreement shall be construed as rendering the Contractor liable for acts of the City,
its officers, agents, or employees. Contractor shall as a prerequisite to this Agreement, purchase
and thereafter maintain such insurance as will protect it from the claims set forth below which
may arise out of or result from the Contractor's operations under this Agreement, whether such
operations by the Contractor or by any sub -contractors or by anyone directly or indirectly em-
ployed by any of them, or by anyone for whose acts the Contractor may be held responsible.
Page 2 of 6
Coveraze Limits
A. Worker's Compensation & Statutory
Disability Requirements
B. Employer's Liability $100,000
C. Comprehensive General Liability
Section 1. Bodily Injury $1,000,000 each occurrence
$2,000,000 aggregate
Section 2. Property Damage $1,000,000 each occurrence
D. Comprehensive Auto Liability
Section 1. Bodily Injury $1,000,000 each person
$1,000,000 each occurrence
Section 2. Property Damage $1,000,000 each occurrence
E. Comprehensive Umbrella Liability $1,000,000 each occurrence
$1,000,000 each aggregate
F. Malpractice/Errors & Omissions Insurance $1,000,000 each occurrence
$2,000,000 each aggregate
SECTION VI. COMPLIANCE WITH WORKER'S COMPENSATION LAW
Contractor shall comply with all provisions of the Indiana Worker's Compensation law, and shall,
before commencing work under this Agreement, provide the City a certificate of insurance, or a
certificate from the industrial board showing that the Contractor has complied with Indiana Code
Sections 22-3-2-5, 22-3-5-1 and 22-3-5-2. If Contractor is an out of state employer and therefore
subject to another state's worker's compensation law, Contractor may choose to comply with all
provisions of its home state's worker's compensation law and provide the City proof of such
compliance in lieu of complying with the provisions of the Indiana Worker's Compensation Law.
SECTION VII. COMPLIANCE WITH INDIANA E-VERIFY PROGRAM REQUIRE-
MENTS
Pursuant to Indiana Code 22-5-1.7, Contractor is required to enroll in and verify the work
eligibility status of all newly hired employees of the contractor through the Indiana E-Verify
program. Contractor is not required to verify the work eligibility status of all newly hired
employees of the contractor through the Indiana E-Verify program if the Indiana E-Verify
program no longer exists. Prior to the performance of this Agreement, Contractor shall pro-
vide to the City its signed Affidavit affirming that Contractor does not knowingly employ an
unauthorized alien in accordance with IC 22-5-1.7-11 (a) (2). In the event Contractor vio-
lates IC 22-5-1.7 the Contractor shall be required to remedy the violation not later than thirty
(30) days after the City notifies the Contractor of the violation. If Contractor fails to remedy
the violation within the thirty (30) day period provided above, the City shall consider the
Contractor to be in breach of this Agreement and this Agreement will be terminated. If the
City determines that terminating this Agreement would be detrimental to the public interest
or public property, the City may allow this Agreement to remain in effect until the City pro -
Page 3 of 6
i
T
cures a new contractor. If this Agreement is terminated under this section, then pursuant to
IC 22-5-1.7-13 (c) the Contractor will remain liable to the City for actual damages.
SECTION VIII. IRAN INVESTMENT ACTIVITIES
Pursuant to Indiana Code (IC) 5-22-16.5, Contractor certifies that Contractor is not engaged
in investment activities in Iran. In the event City determines during the course of this
Agreement that this certification is no longer valid, City shall notify Contractor in writing of
said determination and shall give contractor ninety (90) days within which to respond to the
written notice. In the event Contractor fails to demonstrate to the City that the Contractor has
ceased investment activities in Iran within ninety (90) days after the written notice is given to
the Contractor, the City may proceed with any remedies it may have pursuant to IC 5-22-
16.5. In the event the City determines during the course of this Agreement that this certifica-
tion is no longer valid and said determination is not refuted by Contractor in the manner set
forth in IC 5-22-16.5, the City reserves the right to consider the Contractor to be in breach of
this Agreement and terminate the agreement upon the expiration of the ninety (90) day period
set forth above.
SECTION IX. PROHIBITION AGAINST DISCRIMINATION
A. Pursuant to Indiana Code 22-9-1-10, Contractor, any sub -contractor, or any person acting
on behalf of Contractor or any sub -contractor shall not discriminate against any employee
or applicant for employment to be employed in the performance of this Agreement, with
respect to hire, tenure, terms, conditions or privileges of employment or any matter di-
rectly or indirectly related to employment, because of race, religion, color, sex, disability,
national origin, or ancestry.
B. Pursuant to Indiana Code 5-16-6-1, the Contractor agrees:
1. That in the hiring of employees for the performance of work under this Agree-
ment of any subcontract hereunder, Contractor, any subcontractor, or any person
acting on behalf of Contractor or any sub -contractor, shall not discriminate by
reason of race, religion, color, sex, national origin or ancestry against any citizen
of the State of Indiana who is qualified and available to perform the work to
which the employment relates;
2. That Contractor, any sub -contractor, or any person action on behalf of Contractor
or any sub -contractor shall in no manner discriminate against or intimidate any
employee hired for the performance of work under this Agreement on account of
race, religion, color, sex, national origin or ancestry;
3. That there may be deducted from the amount payable to Contractor by the City
under this Agreement, a penalty of five dollars ($5.00) for each person for each
calendar day during which such person was discriminated against or intimidated
in violation of the provisions of the Agreement; and
4. That this Agreement may be canceled or terminated by the City and all money
due or to become due hereunder may be forfeited, for a second or any subsequent
violation of the terms or conditions of this section of the Agreement.
C. Violation of the terms or conditions of this Agreement relating to discrimination or in-
timidation shall be considered a material breach of this Agreement.
Page 4 of 6
SECTION X. RELEASE OF LIABILITY
Contractor hereby agrees to release and hold harmless the City and all officers, employees, or
agents of the same from all liability which may arise as a result of Contractor's performance of its
obligations pursuant to this Agreement.
SECTION XI. MISCELLANEOUS
This Agreement is personal to the parties hereto and neither party may assign or delegate any of
its rights or obligations hereunder without the prior written consent of the other party. Any such
delegation or assignment, without the prior written consent of the other party, shall be null and
void. This Agreement shall be controlled by and interpreted according to Indiana law and shall
be binding upon the parties, their successors and assigns. This document constitutes the entire
Agreement between the parties, although it may be altered or amended in whole or in part at any
time by filing with the Agreement a written instrument setting forth such changes signed by both
parties. By executing this Agreement the parties agree that this document supersedes any previ-
ous discussion, negotiation, or conversation relating to the subject matter contained herein.
This Agreement may be simultaneously executed in several counterparts, each of which shall be
an original and all of which shall constitute but one and the same instrument.
The parties hereto submit to jurisdiction of the courts of Wayne County, Indiana, and any suit
arising out of this Contract must be filed in said courts. The parties specifically agree that no ar-
bitration or mediation shall be required prior to the commencement of legal proceedings in said
Courts. By executing this Agreement, Contractor is estopped from bringing suit or any other ac-
tion in any alternative forum, venue, or in front of any other tribunal, court, or administrative
body other than the Circuit or Superior Courts of Wayne County, Indiana, regardless of any right
Contractor may have to bring such suit in front of other tribunals or in other venues.
Any person executing this Contract in a representative capacity hereby warrants that he/she has
been duly authorized by his or her principal to execute this Contract.
In the event of any breach of this Agreement by Contractor, and in addition to any other damages
or remedies, Contractor shall be liable for all costs incurred by City in its efforts to enforce this
Agreement, including but not limited to, City's reasonable attorney's fees.
In the event that an ambiguity, question of intent, or a need for interpretation of this Agreement
arises, this Agreement shall be construed as if drafted jointly by the parties, and no presumption
or burden of proof shall arise favoring or disfavoring any party by virtue of the authorship of any
of the provisions of this Agreement.
Page 5 of 6
IN WITNESS WHEREOF, the parties have executed this Agreement at Richmond, Indiana, as of
the day and year first written above, although signatures may be affixed on different dates.
"CITY"
THE CITY OF RICHMOND,
INDIANA by and through its
Board of Sanitation Commissioners
By:
Sue Miller, President
Gilbert Klose, Vice President
reg Stiens, Member
Date: a ;? s —1
APPROVE
f� 06a
Sarah L. Hutton, Mayor
Date: o�
"CONTRACTOR"
ATC ASSOCIATES, INC.
By: U
(Printed:
Title:
Date:
Page 6 of 6
r
a written Change Order. Invoices will be issued monthly unless other arrangements are
made with our office.
We appreciate the opportunity to assist you with this project. If you have any questions
concerning information contained in this letter, please do not hesitate to call either of the
undersigned at 317.849.4990.
Sincer
David L. Stelzer
Senior Project Eng7eer
for Cardno ATC
Copies: Elijah Welch, P.E. (RSD)
Joe Bartle (RSD)
Z.
Donald L. Bryenton, P. .
Principal Engineer
for Cardno ATC
January 27, 2014
Mr. Elijah W. Welch, P.E.
District Engineer
Richmond Sanitary District
2380 Liberty Avenue
Richmond, IN 47374
Cardno®
ATC
Shaping the Future
Cardno ATC
7988 Centerpoint Dr.
Suite 100
Indianapolis, IN 46256
Phone +1317 849 4990
Fax +1317 849 4278
www.cardno.com
www.cardnoatc.com
Re: Proposals for Services for Landfill Liners in Cells 4A, 4B, and 4C
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposals 2014-0033, 2014-0034, 2014-0035, 2014-0036, 2014-0037
Dear Mr. Welch:
Cardno ATC is pleased to submit five proposals to provide the Richmond Sanitary
District (RSD) with services related to construction planning and then construction
quality assurance for New Paris Pike Landfill Cells 4A, 48, and 4C. These proposals
include:
No. 2014-0033
2014 Prepare Construction Plans and Specifications
$35,800.
No. 2014-0034
2015 Perform Construction Quality Assurance
$180 135.
No. 2014-0035
2014 Soil Borrow Evaluation
$15,300.
No. 2014-0036
2014 and 2015 Survey Services and Test Pad
$50,301.
No. 2014-0037
2014 Minor Permit Modification Application
$16,521.
Total of Five Proposals
$298,057.
This work will be performed in accordance with the Professional Services Agreement
between the Richmond Sanitary District and Cardno ATC that is currently being
developed. The estimated costs for our services for this project will be invoiced in
accordance with the unit rates presented in the attached fee schedules, and as
presented on the attached "Estimated Costs of Services" spreadsheets included with
each proposal. Therefore, we propose to perform the work described above for a not -
to -exceed cost of $298,057. to be billed on a time and materials basis in accordance
with the attached Fee Schedules. This amount will not be exceeded without your
approval, and all significant changes to the scope of work or project budget will require
Australia - Belgium - Canada - Columbia - Ecuador - Germany - Indonesia - Italy -
Kenya - New Zealand - Papua New Guinea - Peru - Tanzania - United Arab Emirates -
United Kingdom - United States - Operations in 85 countries
EXHIBITS PAGE _J_OF�
t
Shaping the Future
PROPOSAL TO PREPARE
CONSTRUCTION PLANS AND SPECIFICATIONS
FOR CELLS 4A(EAST), 4B(EAST), AND 4C
NEW PARIS PIKE LANDFILL
RICHMOND SANITARY DISTRICT
RICHMOND, INDIANA
CARDNO ATC PROPOSAL NO. 086-2014-0033
JANUARY 22, 2014
PREPARED FOR:
RICHMOND SANITARY DISTRICT
2380 LIBERTY AVENUE
RICHMOND, IN 47374
ATTENTION: MR. ELIJAH WELCH, P.E.
EXHIBIT P) PAS -, L-OF I o
r
January 22, 2014
Mr. Elijah W. Welch, P.E.
District Engineer
Richmond Sanitary District
2380 Liberty Avenue
Richmond, IN 47374
Cardno®
ATC
Shaping the Future
Cardno ATC
7988 Centerpoint Dr.
Suite 100
Indianapolis, IN 46256
Phone +1317 849 4990
Fax +1 317 849 4278
www.cardno.com
www.cardnoatc.com
Re: Proposal to Prepare Construction Plans and Specifications
for Cells 4A(East), 4B(East), and 4C
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0033
Dear Mr. Welch:
Cardno ATC is pleased to provide the Richmond Sanitary District (RSD) with this
proposal to prepare the construction plans and specifications for the 2015 construction
of the municipal solid waste Cells 4A, 46, and 4C of the New Paris Pike Landfill in
Richmond, Indiana. Our understanding of the scope of work, planned project staffing, and
the estimated cost for our services are presented herein.
We appreciate the opportunity to assist you with this project. If you have any questions
concerning information contained in this letter, please do not hesitate to call either of the
undersigned at 317.849.4990.
Sincerely,
David L. Stelzer
Senior Project Engineer
for Cardno ATC
Copies: Elijah Welch, P.E. (RSD)
Joe Bartle (RSD)
Donald L. Bryenton, P:t.
Principal Engineer
for Cardno ATC
Australia • Belgium • Canada - Columbia - Ecuador - Germany - Indonesia - Italy -
Kenya - New Zealand - Papua New Guinea • Peru - Tanzania • United Arab Emirates -
United Kingdom - United States - Operations in 85 countries
EXHIBITS pgGE 2�OF�
Proposal to Prepare Construction Plans and
Specifications for Cells 4A(East), 4B(East), and 4C
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0033
The scope of work for this project includes the following general tasks related to
preparation of construction plans and specifications:
• Task 1: Plans and specifications for leachate transfer pipes that drain from Cell 4A
to a connection to the existing sanitary sewer. The alignment of this pileline will be
altered slightly and manholes will be added as needed to provide 400-ft maximum
distances between manholes. We will assume that RSD sewer and manhole
specifications will be provided by RSD. We will revise our specifications to be
consistent with RSD's specifications.
• Task 2: Preparation of construction plans and specifications for excavation and
construction of Cells 4A, 4B and 4C. The scope of work does not include the
design of dewatering methods that may be needed during construction.
• Task 3: The existing haul road divides Cells 4A and 4B into lower portions with
typical liners and upper portions with piggyback liners over the closed landfill. It is
our understanding that the haul road needs to remain in use during and for some
time after construction of Cell 4C and the lower portions of Cells 4A and 4B and
that the piggyback -upper portions of Cells 4A and 4B will be constructed at some
later date. The existing haul road will be reconstructed as necessary to continue
the present use of this haul road and to facilitate the eventual construction of the
piggyback -liner portions of Cells 4A and 4B. Plans and details will be prepared as
necessary for reconstruction of this haul road.
• Task 4: Preparation of an engineer's cost estimate that includes the previous
Tasks 1 through 3.
• Task 5: Assistance with the bid evaluations. This will include attendance at two
meetings and preparation of two addenda to the specifications.
• Task 6: Attendance at six design/progress meetings to be held at the landfill office.
Cardno ATC will be responsible for preparing meeting agendas and meeting
minutes for all project meetings.
Cost Estimate
The cost associated with preparation of the construction plans and specifications for the
landfill project are outlined on the attached spread sheet and are estimated to be $35,800.
EXHIBIT .B PAGE 3 - �Iv
This total will not be exceeded without additional approval from you. If changes in the
program are required, we will consult with you, and with your approval, make the changes
that are considered necessary. Any additional work authorized by RSD during this project
will be performed in accordance with the unit prices included in the attached fee schedule.
This work will be performed in accordance with the existing agreement between RSD and
Cardno ATC.
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FaCtitBIT__ PAGE 5 OF ZIP
2014 Fee Schedule
Cardno ATC
Estimated
Unit
Quantity
Unit
Price Extension
PROFESSIONAL SERVICES
1. PROFESSIONAL STAFF
1) Engineer/Scienbst/AHERA Building inspector
Hr
66.00
0.00
2) Staff Engineer/Scientist
Hr
86.00
0.00
3) Project Engineer/Scientist
Hr
102.00
0.00
4) Senior Registered/Certified Engineer/ScientisUlnd.Hygienist
Hr
115.00
0.00
5) Principal Engineer/Scientist
Hr
135.00
0.00
II. SUPPORT STAFF
1) Project Administrator
Hr
44.00
0.00
2) Clerical Services
Hr
46.00
0.00
3) Senior Draftsperson
Hr
72.00
0.00
4) Draftsperson
Hr
49.00
0.00
5) Field Technician
Hr
46.00
0.00
6) Lead QA Monitor
Hr
54.00
0.00
7) QA Monitor I
Hr
47.00
0.00
8) CIA Monitor II
Hr
45.00
0.00
Environmental Engineering Personnel Subtotal
Professional Services Notes;
1. Scientist designation includes geologist, hydrogeologist, environmental scientist, industrial hygienist, biologist, and chemist.
2. Charges for Professional and Support Staff will be made for administration of projects, sample collection, supervision of technician services, field
inspection and evaluation, review and analysis of field and laboratory data, report preparation and review, travel time, consultation and meetings
related to the project, etc.
3. Time spent in portal -to portal travel in the interest of the job will be charged at the appropriate hourly rate.
ENVIRONMENTAL ENGINEERING EXPENSES
I. GENERAL EXPENSES
1) Automobile Transportation
Mi
IRS Rate
2) On -Site Truck Use
Day
4200
0.00
3) Subcontract Service or Rental
Cost + 10%
1.10
0.00
4) Report Preparation / Permit Fees
Cost + 10%
1.10
0.00
5) Special Outside Services (e.g., photographer,
film, film processing, overnight delivery, etc.)
Cost + 10%,
1.10
0.00
6) Per Diem (food)
Day
30.00
0.00
7) Transportation by Commercial Carrier or Rental Car
Cost + 10%,
1.10
0.00
B) Out of Town lodging
Cost + 10%
1.10
0.00
9) Camera
LS
25.00
0.00
11) Color plots (24 in. x 36 in.)
Ea
3.00
0.00
12) Color plots (36 in. x 48 in.)
Ea
4.50
0.00
13) Nuclear -Density Machine (Weekly)
Ea
105,00
0.00
14) Geomembrane Destructive Testing (Field)
Wk
250.00
0.00
15) Field Supplies (i.e., tubes, bentonite, boutwell equip.,etc.)
Cost+ 10%
1.10
0.00
16) Conformance Testing of Geosynthetic Materials (Subcontracted)
Cost + 10%
1.10
0.00
EXHIBIT B PAGE (�OF to
0
IL EQUIPMENT & SUPPLIES
Soil/Air Monitoring
1) Photo -ionization Detector
2) Flame -ionization Detector
3) Gastechtor
13) Gas Monitoring Device (weekly)
5) Oxygen Detector
6) Andersen Impactor & VelociCalc
7) Personal Sampling Pumps
Groundwater Measurement
1) pH/Temp./Conductivity ORP/D.O. Equipment
2) Water Level Meter
3) Oil/Water Interface Probe
4) In Line Filters
Protective Clothing and Equipment
1) EPA Level A Protection or Equivalent
2) EPA Level B Protection or Equivalent
3) EPA Level C Protection or Equivalent
4) EPA Level D Protection or Equivalent
5) Tyvek Disposable Suit
6) Respirators w/ one set of organiclacid cartridges
7) Organiciacid gas cartridges
8) Disposable Sample Gloves -inner (Nitrile)
9) Disposable Sample Gloves -outer
10) Disposable Sample Gloves -cotton inner
11) Disposable Latex Outer Boots
Miscellaneous Equipment/Materials Needed
1) Generator (single phase)
2) Survey Equipment
3) Shop -Vac
4) Decontamination Equipment (bucket, brushes, detergent)
5) Visqueen
6) Master Locks
7) Absorbent Pads
8) Absorbent Booms (8 in. x 10 ft.)
9) Absorbent Booms (1 in. x 12 in.)
10) 17H DOT approved 55-gallon Drum
11) Miscellaneous Materials and Supplies for Field Services
Expenses and Equipment Subtotal
Equipment Notes:
1. Standard non -disposable protective wear and equipment are billed at cost
2. Rates quoted are for short term rental of equipment
3. Other equipment not specifically quoted is available upon request
Day
68.00
0.00
Day
78.00
0.00
Day
40.00
0.00
Week
125.00
0.00
Day
40.00
0.00
Day
50.00
0.00
Day
100.00
0.00
Event
40.00
0.00
Event
25.00
0.00
Day
52.00
0.00
Ea
26.00
0.00
Quoted per occurrence
Quoted per occurrence
Man/Day
160.00
0.DO
No added charge
Ea
8.00
0.00
Day
26.00
0.D0
Set
13.00
D.00
Ea
0.75
0.00
Ea
6.30
0.00
Ea
1.60
0. DO
Ea
5.75
0.00
Day
50.00
0.00
Day
50.00
0.00
Day
37.00
0.00
Day
15.00
0.00
Cost + 10%
1.10
0.00
Ea
10.00
0.00
Ea
1.10
0.00
Ea
47.00
0.00
Ea
5.00
0.00
Ea
40.00
0.00
Cost + 10%
1.10
0.00
EXHIBIT - ;PAGEOF 10
SOIL TESTING PROCEDURES
Grain Size Distribution
1) Sieve analyses with decantation
2) Decanting over#200 sieve only
3) Hydrometer
4) Sieve analysis and hydrometer
Characterization Tests
1) Atterberg fimits (LL and PL)
2) Water contents (oven dry)
3) Water contents (microwave dry)
4) Specific Gravity
5) Natural density
6) Organic content
7) pH determination
8) Shrinkage limit
9) Molding sample to specific moisture -density
10) Extrude and log Shelby tube samples
11) Caton Exchange Capacity Tests
12) Calcium Carbonate Test
Hydraulic Conductivity Tests
1) Constant head
2) Triaxial cell method with back -pressure saturation
Compaction Tests
1) Modified Proctor
2) Standard Proctor
3) CBR test
Consolidation tests
1) Standard 12 load increment test
2) Additional load increments
Strength tests
1) Unconfined compression tests on
soil (includes moisture & density)
2) Compression test concrete
Triaxial tests on soil
1) Unconsolidated-undrained
2) Consolidated-undrained with pore pressure measurements
and back -pressure saturation
Materials Laboratory Subtotal:
Additional laboratory testing fees available upon request
Ea
43.00
0.00
Ea
18.50
0.00
Ea
60.00
0.00
Ea
72.00
0.00
Ea
50.00
0.00
Ea
6.00
0.00
Ea
11.D0
0.00
Ea
35.00
0.00
Ea
19.00
0.00
Ea
23.D0
0.00
Ea
15.D0
0.00
Ea
60.00
0.00
Ea
77.00
0.00
Ea
20.50
b.00
Ea
36.00
0.00
Ea
112.00
0.00
Ea
160.DO
0.00
Ea
230.DO
0.00
Ea
114.DO
0.00
Ea
108.00
0.00
Ea/Pt
81.00
0.DO
Ea
286.00
0.00
Ea
17.50
0.00
Ea 47.00
0.00
Ea 9.00
0.00
Pt 110.00
0.00
Pt 300.00
0.00
EXHIBIT.._. PAGE _OF 1 C
ENVIRONMENTAL DRILLING SERVICES1,2,3,4
I. GENERAL DRILLING SERVICES
Environmental Project Mobilization of drill rig, crew, and
1) equipment to site and return'
LS
600.00
0.00
2) 3-1/4 in I.D. HSA (D-50 It deep)
Ft
6.75
0.00
3) 3-114 in I.D. HSA (50-100 ft deep)
Ft
8.75
0.00
4) 4-1/4 in I.D. HSA (D-50 ft deep)
Ft
6.75
0.00
5) 4-1/4 in I.D. HSA (50-100 ft deep)
Ft
8.75
0.00
6) 6-1/4 in HSA Ream (0-50 it deep)
Ft
9.DO
0.00
7) 8-1/4 in HSA Ream (0-50 ft deep)
Ft
14.50
O.OD
8) 10-1/4 in HSA Ream (0-50 ft deep)
Ft
18.50
0.00
10) 2 in O.D. Split Spoon (Driven 18 in)
Ea
12.50
0.00
11) 2 in O.D. Split Spoon (Driven 24 in) from 0-50'
Ea
16.50
0.00
12) 2 in O.D. Sprit Spoon (Driven 24 in) from 50-100'
Ea
19.00
0.00
13) 3 in O.D. Split Spoon (Driven 18 in)
Ea
25.75
0.00
14) 3 in Shelby Tubes
Ea
52.00
0.00
15) California Sampler
Ea
52.DO
0.00
16) NX Rock Core (3 in Borehole Diameter)
Ft
28.00
0.00
17) Rock Coring Setup
Ea
92.00
0.00
18) Concrete plug for boreholes w/o wells
Ea
20.50
0.00
19) Cutting through pavement
Inch
12.50
0.00
20) Casing advancer (0-50 ft)
Ft
21.50
0.00
21) Bulk Samples (50 ibs)
Ea
30.75
0.00
II. GEOPROBE DRILLING SERVICES
1) Mobilization/demob
LS
312.00
0.00
2) Probe & crew
day
850.00
0.00
3) Probe & crew - Minimum charge
day
725.00
0.00
III. MATERIALS AND SUPPLIES
Monitoring Well Materials
1) 1 in Flush Sch 40 PVC Riser
Ft
1.80
0.00
2) 1 in Flush Sch 4D PVC Screen
Ft
3.10
0.00
3) 1 in Bottom plug/top cap
Ea
4.15
0.00
4) 2 in Flush Sch. 40 PVC Riser
Ft
2.60
0.00
5) 2 in Flush Sch. 40 PVC Screen
Ft
5.65
0.00
6) Top Caps or Bottom Plugs
Ea
7.85
0.00
7) 2 in Lockable Top Caps
Ea
20.50
0.00
8) 4 in. Steel Protective Cover
Ea
82.DO
0.00
9) 4 in Aluminum Protective Cover
Ea
225.00
0.00
10) 4 in Flush Sch 40 PVC Riser
Ft
5.15
0.00
11) 4 in Flush Sch 40 PVC Screen
Ft
9.20
0.00
12) 4 in Top Caps or Bottom Plugs
Ea
16.35
0.DO
13) 4 in Lockable Top Caps
Ea
26.75
0.00
14) 6 in Steel Protective Cover
Ea
108.00
0.00
15) 6 in Aluminum Protective Cover
Ea
335.00
0.00
16) Bollards
Ea
100.00
O.DO
Miscellaneous Monitoring Well Materials
1) Filter Pack Sand (50 lb. Bags)
Ea
6.50
0.00
2) Cement (94lb. Bags)
Ea
8.50
0.00
3) Bentonite Powder/Granules (501b. Bags)
Ea
13.00
0.DO
4) Bentonite Pellets (50 lb. Bucket)
Ea
59.00
0.00
5) Flush Mount Well Cover
Ea
108.00
0.00
6) Concrete (40 lb. Bag)
Ea
8.50
0.00
7) Volclay (50 lb. Bag)
Ea
19.00
0.00
8) 55 gallon drums
Ea
45.00
0.00
EXHIBIT B PAGE 9' OF 10 1
IV. MISCELLANEOUS RATES
E
1) Well Installation
Hr
118.00
0.00
2) Well Development
Hr
111.00
0.00
3) Decontamination of Equipment
Ea
175.00
0.00
4) Borehole Grouting
Ft
6.50
0.00
5) Backfilling borings with neat cement or bentonite grout
Ft
8.25
0.00
6) Non -Operation Time: hauling water, staging cuttings
and/or drums, rig standby time, excess moving, utility
clearances, boring layout, etc.
Hr
110,00
0.00
7) Abandon 2 in. Monitoring Well In -place
Ft
6.50
0.00
8) Abandon 2 in. Monitoring Well by Overdrilfing
Ft
20.00
0.00
9) State Well Installation/Abandonment Forms
Ea
20.00
0.00
V. EQUIPMENT RENTAL AND CREW EXPENSES
1) Use of AN Mounted Drill Rig
Day
155.00
0.00
2) Special Decontamination materials, sample containers,
other special supplies, or equipment rental, Personnel
protective clothing and equipment in excess of normal
work attire, Traffic control, Site restitution, or
Necessary Fees and Permits
Cost + 10%
1.10
0.00
3) Bull Dozer assistance for site preparations or moving
equipment under adverse site conditions
Cost + 10%
1.10
0.00
4) Drill crew Lodging & Per -Diem (per crew/day)
Crew -Day
66.50
0.00
5) Concrete Saw
Day
77.50
0.00
6) Generator
Day
70.00
0.00
7) Hot Water Pressure Washer
Day
125.00
0.00
Drilling Subtotal:
Drilling Notes:
1. These unit rates are for work under EPA "Level Y safety conditions.
2. All work to be performed on a non -union basis.
3. The unit rates listed above are based or. no boring exceeding 100 ft_
4. Mobilization rates may vary based on the distance to the site from the Cardno ATC office in Indianapolis, Indiana.
PROJECT TOTAL
EXHIBIT $ PAGE 10 OF IQ
ATC
Shaping the Future
PROPOSAL TO PERFORM
CONSTRUCTION QUALITY ASSURANCE
FOR CELLS 4A(EAST), 413(EAST),
AND 4C DURING 2015
NEW PARIS PIKE LANDFILL
RICHMOND SANITARY DISTRICT
RICHMOND, INDIANA
CARDNO ATC PROPOSAL NO. 086-2014-0034
JAN UARY 27, 2014
PREPARED FOR:
RICHMOND SANITARY DISTRICT
2380 LIBERTY AVENUE
RICHMOND, IN 47374
ATTENTION: MR. ELIJAH WELCH, P.E.
EXHIBIT __C_- PAGE -LOF-
�� Cardno®
ATC
Shaping the Future
January 27, 2014
Mr. Elijah Welch, P.E.
Richmond Sanitary District
2380 Liberty Avenue
Richmond, IN 47374
Re: Proposal to Perform Construction Quality Assurance
for Cells 4A(East), 4B(East), and 4C During 2015
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0034
Dear Mr. Welch:
Cardno ATC is pleased to provide the Richmond Sanitary District (RSD) with this
proposal to provide Construction Quality Assurance for the construction of the 13 acres
of municipal solid waste landfill liner for Cells 4A, 4B, and 4C of the New Paris Pike
Landfill in Richmond, Indiana. Our understanding of the scope of work, planned project
staffing, and the estimated cost for our services are presented herein.
We appreciate the opportunity to assist you with this project. If you have any questions
concerning information contained in this letter, please do not hesitate to call either of the
undersigned at 317.849.4990.
Sincerely,
L7avid L. Stelzer
Senior Project Engineer
for Cardno ATC
Copies: Elijah Welch, P.E. (RSD)
Joe Bartle (RSD)
Cardno ATC
7988 Centerpoint Dr.
Suite 100
Indianapolis, IN 46256
Phone +1 317 849 4990
Fax +1317 849 4278
www.cardno.com
www.cardnoatc.com
Donald L. Bryenton, P.E' w
Principal Engineer
for Cardno ATC
EXHIBIT L PAGE a OFF
PROPOSAL TO PERFORM
CONSTRUCTION QUALITY ASSURANCE
FOR CELLS 4A(EAST), 413(EAST), AND 4C DURING 2015
NEW PARIS PIKE LANDFILL
RICHMOND SANITARY DISTRICT
RICHMOND, INDIANA
CARDNO ATC PROPOSAL NUMBER 086-2014-0034
Introduction
This proposal addresses the provision of services relating to Construction Quality Assurance (CQA)
monitoring activities at the New Paris Pike Landfill. These services will be provided in accordance
with the Construction Quality Assurance Manual for this project. This proposal includes estimates of
time and expenses related to Construction Quality Assurance Monitoring for the construction and
installation of 13 acres of soil and geosynthetic components of landfill liner for Cell 4C and the eastern
portions of Cells 4A and 413. A detailed description of the anticipated services for each of these tasks
is provided in subsequent sections of this proposal. It is assumed that CQA of the pipelines to be
constructed outside of the landfill liner of Cells 4A(East), 413(East), and 4C will be performed by
Richmond Sanitary District (RSD) staff.
Cardno ATC proposes to provide construction quality assurance and certification report services in
accordance with the referenced project documents. Cardno ATC will establish a CQA team for on -
site monitoring and documentation of construction activity and progress. Our team will consist of a soil
technician and specialized geomembrane monitors working under the direction of our engineering
staff. Dave Stelzer will perform as the senior project engineer and project manager, Dan McVay will
perform the duties of the project engineer, and Don Bryenton will serve as the certifying engineer.
Messrs. Stelzer, McVay, and Bryenton have served in similar roles on CQA services for landfills
across Indiana for approximately twenty years.
It is noted that Cardno ATC has provided CQA services for over 700 acres of soil liner and over 600
acres of geomembrane liner on projects in Indiana that have been reviewed and approved by the
Indiana Department of Environmental Management. This includes over 200 acres of soil liner and
over 75 acres of geomembrane liner CQA at generating station landfills in Indiana.
To support the field CQA efforts, a CQA office will be established in either an on -site trailer or on -site
office that we assume you will provide at no cost to Cardno ATC. It should also be noted that our cost
estimate includes the performance of routine geomembrane destructive testing at an offsite
geosynthetics laboratory and onsite using our own calibrated equipment as needed. Conformance
testing and interface friction testing performed on the geosynthetic materials will be completed by
TRI/Environmental, Inc of Austin, Texas.
Upon completion of the project, Cardno ATC will provide a certification report for the liner construction
that is signed by a professional engineer registered in the State of Indiana and suitable for submission
EXHIBIT C PAGE 3 OFF
__, _ ---- ----
to the Indiana Department of Environmental Management (IDEM). Unless otherwise noted, our
proposal addresses the scope of work as outlined in the CQA plan and is based upon the construction
durations as noted herein.
The following assumptions were utilized during preparation of this proposal:
• Surveying services for as -built drawing preparation and to verify elevations and thicknesses of
the subgrade, the liner -and the leachate collection layer will be provided in another proposal.
• Field office, electricity, water, phone, fax and copier to be provided by others.
• Weather delay days during construction, when no construction project related work can be
accomplished and Cardno ATC field personnel are not required to be on site, will be invoiced
at four (4) hours per day per individual. Field personnel will remain on -site for the minimum
four hour period during which time they will update any outstanding QA paperwork. When
work is performed off -site during weather delays, it will be billed accordingly with no hourly
minimum. If no work is performed off -site during weather delays, no hours will be billed.
The following sections present the scope of work and our estimated costs. We understand that, in
general, Cardno ATC will be responsible for monitoring and documenting the activities and
workmanship of the contractors, suppliers, and installers to confirm that the construction of the various
components of this project are in accordance with the project drawings, specifications and CQA Plan.
CQA Services for Cells 4A(East), 4B(East), and 4C
This phase of development will consist of performing CQA services during the construction of Cells
4A(East), 4B(East), and 4C. It is assumed that CQA of the pipelines to be constructed outside the
landfill liner of Cells 4A, 4B, and 4C will be performed by RSD staff.
Task 1 - Preconstruction Testing
This proposal includes time to review the Contractor submittals related to material specifications and
attendance at the first preconstruction meeting by the soils technician and the senior project engineer
It has been assumed that a second preconstruction meeting will be attended by the senior project
engineer and the quality assurance technician prior to geomembrane deployment. This task also
includes one field trip by the senior project engineer to observe the site conditions and to coordinate
the collection of bulk samples for the performance of preconstruction laboratory testing of the
materials proposed for use in the construction of the soil liner and the drainage layer.
In accordance with the CQA Plan and typical Indiana landfill liner requirements, conformance testing
will be performed on the geomembrane prior to construction at a rate of one sample per 50,000 sq ft
(twelve samples) to determine:
• Carbon Black Content (ASTM D1603).
• Carbon Black Dispersion (ASTM D5596).
• Tensile Properties (ASTM D6693).
• Asperity Height (ASTM D7466).
and for all rolls (forty eight samples) to determine:
EXHIBIT AGE � i
• Thickness (ASTM D5994).
The cost estimate for this task is based on the assumption that the samples for "Conformance
Testing" will be obtained at the manufacturer's plant prior to shipping the material to the site.
Conformance testing on all geosynthetic materials will be performed by TRI. The results of all
preconstruction testing will be provided at progress meetings and included in the final CQA report.
It is required to perform two interface friction tests on the liner materials. In the event that IDEM
requires additional interface friction testing, an addendum to this proposal will be submitted for your
review and approval. The surfaces to be tested for interface friction include:
• Soil-to-Geomembrane (ASTM D6243) and
• Geomembrane-to-geotextile (ASTM D5321).
Based on the material quantities listed above, this proposal includes the costs to perform
preconstruction testing on samples collected from the selected borrow area to meet the testing
frequency required in the CQA Manual (i.e., one sample per 10,000 cu yds for hydraulic conductivity
and one sample per 5,000 cu yds for other tests). The tests to be performed will consist of the
following parameters:
• Grain Size Distribution (fourteen).
• Atterberg Limits (fourteen).
• Moisture/Density Relationship (fourteen).
• Hydraulic Conductivity Tests performed on remolded soil samples (seven).
• Moisture Content (fourteen).
In this proposal, it has been assumed that the preconstruction tests of the borrow soils can be used to
meet IDEM's requirements for a test pad wavier. In the event that the borrow soil samples do not
meet IDEM's test pad wavier requirements, we have provided the costs for monitoring of a test pad in
a separate proposal.
Further, to satisfy preconstruction requirements, a minimum of one aggregate sample per source of
the granular material proposed for use in constructing the drainage layer will be obtained and tested
for the following parameters:
• Grain Size Distribution (two).
• Laboratory Hydraulic Conductivity (two).
• Calcium Carbonate Content (two).
The results of all preconstruction testing will be provided at progress meetings and included in the
final CQA report. It is assumed that the senior engineer will spend a total of eight office hours on
preconstruction testing compilation.
Task 2 - Soil Liner Monitoring
It is our understanding that the base of the landfill will be excavated to a minimum depth of 3 feet
below the top of the clay liner elevation. The base of the excavation will then be visually examined
before constructing a 3-ft-thick compacted soil liner. The soil liner material will consist of on -site soils
compacted to a minimum of 95 percent of the standard Proctor maximum dry density at a moisture
EXHIBIT C PAGE , OF 17
content within the approved permeability window that will typically lie above (wetter than) the standard
Proctor optimum moisture content.
We anticipate that one soils technician will be on -site, full-time to monitor the placement of the thirty-
six (36) inch thick layer of compacted soil liner. The following field activities will be performed during
this phase of construction:
• Visual examination of the surface of the subgrade prior to placement of the initial lift of liner
soils.
• Visual examination of the liner soil for unsuitable inclusions such as rocks, roots, and foreign
materials.
• Observe and document the placement of soils, note non-conformance and assist with the
development of remedies to non -conforming areas.
• Field determination of moisture/density at a frequency of not less than five tests per acre per
lift in accordance with the CQA Plan.
• Procure borrow source samples for laboratory testing.
• Maintain drawings delineating approximate locations of field tests performed.
• Visual examination of the compacted liner base surfaces for cracks, evidence of desiccation,
or other defects.
• Complete a summary of each day's testing results and provide a daily report.
The location of each moisture/density test will be estimated by our field personnel for preparation of
final report drawings. Perforations into the soil liner for field density testing will be backfilled with
bentonite or a soil/bentonite mixture.
It has been assumed that the contractor will assist in the collection of the Shelby tube samples of the
soil liner at no cost to Cardno ATC. We will use 4 in. diameter Shelby tubes to collect the samples.
These tubes will be sealed in the field and returned to our laboratory for testing. To increase the
probability of obtaining a testable sample, we plan to collect at least two Shelby tubes at each
sampling location. One of the tubes will be extruded and visually inspected for signs of sample
disturbance. If the sample appears to be intact, we will perform the required hydraulic conductivity
test. The second tube obtained from each location will be stored until IDEM has completed its review
of the CQA Report. In the event that the permeability test result for a given sample does not meet the
minimum project specifications, the extra tube from that particular lift will be extruded and tested. All
untested tubes will be discarded without extruding. A minimum of one Shelby tube sample per
compacted soil lift per acre will be tested to determine moisture content, dry density, grain size
distribution, and Atterberg Limits. The cost estimate includes hydraulic conductivity testing for two
extra samples to allow for two failing tests.
As required by the CQA Plan, the scope of work for this task also includes a moisture/density
relationship tests of one test per 5,000 cu yds of liner material.
The tests to be performed for will consist of the following parameters:
• Grain Size Distribution (fifty-two).
• Afterberg Limits (fifty-two).
• Moisture/Density Relationship (fourteen).
• Hydraulic Conductivity Tests performed on Shelby tube samples (fifty-four).
EXHIBIT C PAGE 4, OF 17
The Bost estimate is based on the assumption that one soils technician will provide CQA monitoring
on a five -day -per -week, twelve -hour -per -day schedule for a total of ten weeks. Further, it has been
assumed that the senior project engineer or project engineer will attend weekly on -site progress
meetings (eight hours per week), prepare and distribute meeting minutes, review field reports and
compile field data (eight hours per week). The costs for the surveying required to measure the
thickness of the compacted soil liner will be included in a separate proposal.
Task 3 - Geomembrane Monitoring
Cardno ATC will provide monitoring services to observe and document the various activities involved
in the geomembrane installation process. The three basic installation activities to be monitored are:
geomembrane deployment, welding/joining, and weld continuity testing. Geomembrane deployment
includes:
• Subgrade Conditions (proofrolling, protrusions, desiccation, etc.).
• Sheet Quality.
• Sheet Thickness (during deployment).
• Sheet Overlap.
• Roll and Panel Number Marking and As -built Mapping.
• Temporary Anchoring and/or Sheet Bonding.
WeldingfJoining includes:
• Repair Identification, Documentation and As -built Mapping.
• Sheet Grinding (as required).
• Seam Alignment (minimize wrinkles etc.).
• Visual Observation/Documentation of Welding.
• Seam Continuity.
• Trial Seam Monitoring.
• Destructive Sample Procurement, On -Site Laboratory Testing; and As -Built Mapping.
Weld continuity testing includes:
• Weld Continuity Testing (non-destructive testing) and
• Discontinuity Marking and Repair.
It should also be noted that our cost estimate includes the performance of fifty-four routine
geomembrane destructive tests at an offsite geosynthetics laboratory. Onsite testing will be
performed as needed using our own calibrated equipment. It has been assumed that the surveying
that is necessary to prepare an as -built drawing of the cell, to include: the cell limits, panel corners
and destructive testing locations, will be included in a separate proposal.
The geosynthetic monitoring project team will consist of a Senior Geosynthetic Technician (Lead QA
Monitor) and two Geosynthetic monitors (QA Monitor). The Lead QA Monitor will be responsible for
coordination of all field monitoring activities and verification of completeness and accuracy of all
documentation (i.e. tracking forms, daily reports, etc.). Additionally, the lead QA monitor will attend all
EXHIBIT C PAGE JOF1_I
progress meetings and any problem resolution meetings. The individual will communicate daily with
Cardno ATC's Project Manager and coordinate the field activities with your on -site representative.
Following completion of a section of geomembrane, a cushion geotextile will be installed.. It will be
Cardno ATC's responsibility to observe that the geotextile is installed in accordance with the CQA
plan. It has been assumed that one technician will provide CQA monitoring during the installation of
the geomembrane.
Our proposal includes two technicians to provide CQA monitoring during the installation of the
geomembrane and geotextile on a six -day -per -week, fourteen -hour -per -day schedule for a total of
twenty days. The cost estimate also includes the time and expenses required to set up/remove the
on -site testing equipment as well as the on -site CQA office. During installation of the liner the
technicians will observe and document the installation procedures and compile the necessary
information for the Final Certification Report. Further, it has been assumed that the senior project
engineer or project engineer will attend weekly on -site progress meetings (eight hours per week),
prepare and distribute meeting minutes, review field reports and compile field data (eight hours per
week). The costs for the surveying required for this task is included in a separate proposal.
Task 4 - Drainage Layer Monitoring
Following installation of the geotextile, a 1-foot- thick leachate collection layer will be placed. It will be
Cardno ATC's responsibility to monitor the placement of this layer in accordance with the CQA plan.
The following laboratory testing services will be provided during geomembrane and drainage layer
installation, testing and monitoring. It should be noted that the CQA Plan does not require any
conformance testing of the geotextile materials.
In accordance with the CQA Manual, samples of the material used in constructing the 1-ft-thick
drainage layer will be obtained and tested for the following parameters:
• Grain Size Distribution (twelve tests) and
• Laboratory Hydraulic Conductivity (seven tests).
The cost estimate is based on the assumption that one soils technician will provide CQA monitoring
on a five -day -per -week, twelve -hour -per -day schedule for a total of three weeks. Further, it has been
assumed that the senior project engineer or project engineer will attend weekly on -site progress
meetings (eight hours per week), prepare and distribute meeting minutes, review field reports and
compile field data (four hours per week). It has been assumed that the costs of surveying required to
measure the thickness of the drainage layer will be included in a separate proposal.
Task 5 - Certification Report
All data generated during field CQA monitoring will be reviewed for completeness and accuracy,
summarized on a daily basis and submitted to the project secretary for computer data reduction. This
will expedite and facilitate the review of project documentation by the CQA Project Manager and
provide efficient incorporation into the certification package.
EEEi2���
It is our understanding that others will perform the surveying services required to certify that both the
soil liner and the drainage layer have been constructed at the design elevations and at the specified
thicknesses. Further, it has been assumed that the surveyor will provide all surveying related to
documentation of the installation of the geomembrane and that all of the survey information will be
provided for inclusion in the certification report, at no cost to Cardno ATC. The scope of work does
include the development of a drawing illustrating the general geomembrane panel layout as well as
the location of all geomembrane testing. This drawing will be based on general measurements made
by the surveyor and verified by Cardno ATC during the construction of the liner system. It has also
been assumed that the level of drafting required to complete the as -built drawings will not exceed forty
hours which does include major revisions to the approved permit drawings. Clerical time is also
estimated to be forty hours. Copies of the as -built drawings will be submitted as a hard copy and in
an AutoCAD file if requested.
It has been assumed that one certification report will be completed all Cells 4A, 4B, and 4C of the
landfill liner. One copy of the draft version and five final copies (2 to IDEM and 3 for your files) will be
prepared for natural and geosynthetic materials installation. The draft version will be submitted within
approximately one week of completion of the field work. The final certification report will be submitted
to IDEM within approximately one week of your review and approval of the draft report.
We have assumed that the lead QA monitor and the senior project engineer will each spend no more
than forty hours and the principal/certifying engineer will spend no more than eight hours in
preparation of the certification report. The report will be prepared under the direction of and signed by
the certifying engineer who is a professional engineer registered in the State of Indiana.
Task 6 - Project Management
Project Management is directed towards the anticipated level of effort required by the Certifying
Engineer and Senior Project Engineer for this project. It is estimated that an additional eight hours by
the Certifying Engineer and forty hours by the Senior Project Engineer will be required to manage the
project.
Cost Estimate
The estimated costs for our services for this project will be invoiced in accordance with the unit rates
presented in the attached fee schedule, and as presented on the attached "Estimated Costs of
Services" spreadsheets. For purposes of establishing the budget for our services, we have utilized
the construction durations as presented in the previous sections.
Should additional personnel be required on -site during the course of the construction activities due to
an increase of the installation crew size, accelerated construction schedule, unforeseen
circumstances and/or weather delays which require attention beyond the scope outlined, Cardno
ATC, upon authorization from your representative, will provide said services and invoice the additional
costs. These tasks and their associated costs will be documented in writing and provided to your
EXHIBIT C PAGE �J_OFJJ_
representative as soon as possible. The enclosed spread sheet summary presents a breakdown of
the anticipated costs based on the scope of work outlined above.
We propose to perform the work described above for a not -to -exceed cost of $180,135. to be billed on
a time and materials basis in accordance with the attached Fee Schedule. This amount will not be
exceeded without your approval, and all significant changes to the scope of work or project budget will
require a written Change Order. Invoices will be issued monthly unless other arrangements are made
with our office.
Our professional services will be performed, our findings obtained and our recommendations
prepared in accordance with customary principles and practices in the fields of environmental science
and engineering. This warranty is in lieu of all other warranties either express or implied and no other
warranties will be given.
Please acknowledge the terms of our proposal by completing the requested information, signing, and
dating the Proposal Acceptance Form. We ask that you return an executed copy of the Proposal
Acceptance Sheet (or other signed authorization that references our proposal number). The written
proposal, including the terms and conditions, constitutes the contract. Upon receipt of signed
authorization, we will schedule and begin work on the project. This proposal and any associated
terms and conditions are considered to be valid for a period of 90 days from the date above.
EXHIBtT� 0 0F�
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EXHIBIT C'_ PAGE 1,2 OF1
2014 Fee Schedule
Cardno ATC
Estimated
Unit
Quantity
Unit
Price Extension
PROFESSIONAL SERVICES
I. PROFESSIONAL STAFF
1) Engineer/Scientist/AHERA Building Inspector
Hr
66.00
0,00
2) Staff Engineer/Scientist
Hr
86.00
0.00
3) Project Engineer/Scientist
Hr
102-00
0.00
4) Senior Registered/Certified Engineer/ScientisUlnd.Hygienist
Hr
115.00
0.00
5) Principal Engineer/Scientist
Hr
135.00
D.DO
It. SUPPORT STAFF
1) Project Administrator
Hr
44.00
0.00
2) Clerical Services
Hr
46.00
0.00
3) Senior Draftsperson
Hr
72.00
0.00
4) Draftsperson
Hr
49.00
0.DO
5) Field Technician
Hr
46.00
0.DO
6) Lead QA Monitor
Hr
54.00
0.00
7) QA Monitor I
Hr
47.00
0.00
8) QA Monitor II
Hr
45.00
0.00
Environmental Engineering Personnel Subtotal
Professional Services Notes:
1. Scientist designation includes geologist, hydrogeologist, environmental scientist, industrial hygienist, biologist, and chemist.
2. Charges for Professional and Support Staff will be made for administration of projects, sample collection, supervision of technician services, field
inspection and evaluation, review and analysis of field and laboratory data, report preparation and review, travel time, consultation and meetings
related to the project, etc.
3. Time spent in portal -to portal travel in the interest of the job will be charged at the appropriate hourly rate.
ENVIRONMENTAL ENGINEERING EXPENSES
I. GENERAL EXPENSES
1) Automobile Transportation
Mi
IRS Rate
2) On -Site Truck Use
Day
42,00
0.00
3) Subcontract Service or Rental
Cost + 10%
1.10
0.00
4) Report Preparation / Permit Fees
Cost + 10%
1.10
0.00
5) Special Outside Services (e.g., photographer,
film, film processing, overnight delivery, etc.)
Cost + 10%
1.10
0.00
6) Per Diem (food)
Day
30.00
0.00
7) Transportation by Commercial Carrier or Rental Car
Cost + 10%
1.10
0.00
8) Out of Town Lodging
Cost + 10%
1.10
0.00
9) Camera
LS
25.D0
0.00
11) Color plots (24 in. x 36 in.)
Ea
3.00
0.00
12) Color plots (36 in. x 48 in.)
Ea
4.50
0.00
13) Nuclear -Density Machine (Weekly)
Ea
105.00
0.00
14) Geomembrane Destructive Testing (Feld)
Wk
250.00
0.00
15) Field Supplies (i.e., tubes, bentonite, boutwell equip -,etc.)
Cost + 10%0
1.10
0.00
16) Conformance Testing of Geosynthetic Matenals (Subcontracted)
Cost + 10%
1.10
0,00
EXHIBIT C PAGE -13 0�
H. EQUIPMENT & SUPPLIES
SoilfAir Monitoring
1) Photo -ionization Detector
2) Flame -ionization Detector
3) Gastechtor
13) Gas Monitoring Device (weekly)
5) Oxygen Detector
6) Andersen Impactor & VelociCalc
7) Personal Sampling Pumps
Groundwater Measurement
1) pHlTemp./Conductivity ORP/D.O. Equipment
2) Water Level Meter
3) Oil/Water Interface Probe
4) In Line Filters
Protective Clothing and Equipment
1) EPA Level A Protection or Equivalent
2) EPA Level B Protection or Equivalent
3) EPA Level C Protection or Equivalent
4) EPA Level D Protection or Equivalent
5) Tyvek Disposable Suit
6) Respirators w/ one set of organiclacid cartridges
7) Organiclacid gas cartridges
8) Disposable Sample Gloves -inner (Nitrile)
9) Disposable Sample Gloves -outer
10) Disposable Sample Gloves -cotton inner
11) Disposable Latex Outer Boots
Miscellaneous Equipment/Materials Needed
1) Generator (single phase)
2) Survey Equipment
3) Shop -Vac
4) Decontamination Equipment (bucket, brushes, detergent)
5) Visqueen
6) Master Locks
7) Absorbent Pads
8) Absorbent Booms (8 in. x 10 ft.)
9) Absorbent Booms (1 in x 12 in.)
10) 17H DOT approved 55-gallon Drum
11) Miscellaneous Materials and Supplies for Field Services
Expenses and Equipment Subtotal
Equipment Notes:
1. Standard non -disposable protective wear and equipment are billed at cost.
2. Rates quoted are for short term rental of equipment.
3. Other equipment not specifically quoted is available upon request.
Day
68.00
0.00
Day
78.00
0.00
Day
40.00
0.00
Week
125.00
0.00
Day
40.00
0.00
Day
50.00
0.00
Day
100.00
0.00
Event
40.00
0.00
Event
25.00
0.00
Day
52.00
0.00
Ea
26.00
0.00
Quoted per occurrence
Quoted per occurrence
Man/Day
160.00
0.00
No added charge
Ea
8.00
0.00
Day
26.00
0.00
Set
13.00
0.00
Ea
0.75
0.00
Ea
6.30
0.00
Ea
1.60
0.00
Ea
5.75
0.00
Day
50.00
0.00
Day
50.00
0.00
Day
37.00
0.00
Day
15.00
0.00
Cost + 10%
1.10
0.00
Ea
10.00
0.00
Ea
1.10
0.00
Ea
47.00
0.00
Ea
5.00
0.00
Ea
40.00
0.00
Cost + 10%
1.10
0.00
EJ(NIBIT� pgG„�J�OF�
MATERIALS LABORATORY
I. SOIL TESTING PROCEDURES
Grain Size Distribution
1) Sieve analyses with decantation
2) Decanting over #200 sieve only
3) Hydrometer
4) Sieve analysis and hydrometer
Characterization Tests
1) Atterberg limits (LL and PL)
2) Water contents (oven dry)
3) Water contents (microwave dry)
4) Specific Gravity
5) Natural density
6) Organic content
7) pH determination
8) Shrinkage limit
9) Molding sample to specific moisture -density
10) Extrude and log Shelby tube samples
11) Cation Exchange Capacity Tests
12) Calcium Carbonate Test
Hydraulic Conductivity Tests
1) Constant head
2) Triaxial cell method with back -pressure saturation
Compaction Tests
1) Modified Proctor
2) Standard Proctor
3) CBR test
Consolidation tests
1) Standard 12 load increment test
2) Additional load increments
Strength tests
1) Unconfined compression tests on
soil Wcludes moisture & density)
2) Compression test concrete
Triaxial tests on soil
1) Unconsolidated-undrained
2) Consolidated-undrained with pore pressure measurements
and back -pressure saturation
Materials Laboratory Subtotal:
Additional laboratory testing fees available upon request
Ea
43.00
0.00
Ea
18.50
0.00
Ea
60.00
Ea
72.00
0.00
Ea
50.00
0.00
Ea
6.00
0.00
Ea
11.00
0.00
Ea
35.00
0.00
Ea
19.00
0.00
Ea
23.00
0.00
Ea
15.00
0.DO
Ea
60.00
0.00
Ea
77.00
0.00
Ea
20.50
b.D0
Ea
36.00
0.00
Ea
112.00
0.00
Ea
160.00
0.00
Ea
230.00
0.00
Ea
114.00
0.00
Ea
108.00
0.00
Ea/Pt
81.00
0.00
Ea
286.00
0.00
Ea
17.50
O.DO
Ea
47.00
0.00
Ea
9.00
0.00
Pt
110.00
0.00
Pt
300.00
0.00
EXHIBIT C PAGE /--OF
ENVIRONMENTAL DRILLING SERVICES1,2,3,4
I. GENERAL DRILLING SERVICES
Environmental Project Mobilization of drill rig, crew, and
1) equipment to site and retum4
LS
600.00
0.00
2) 3-1/4 in I.D. HSA (0-50 ft deep)
Ft
6.75
0.00
3) 3-1/4 in I.D. HSA (50-1DOft deep)
Ft
8.75
0.00
4) 4-1/4 in I.D. HSA (0-50 ft deep)
Ft
6.75
0.00
5) 4-1/4 in I.D. HSA (50-100 ft deep)
Ft
8.75
0.00
6) 6-1/4 in HSA Ream (0-50 ft deep)
Ft
9.00
0.00
7) 8-1/4 in HSA Ream (0-50 It deep)
Ft
14.50
0.00
8) 10-1/4 in HSA Ream (0-50 ft deep)
Ft
18.50
0.00
10) 2 in O.D. Split Spoon (Driven 18 in)
Ea
12.50
0.00
11) 2 in O.D. Split Spoon (Driven 24 in) from 0-50'
Ea
16.50
0.00
12) 2 in O.D. Split Spoon (Driven 24 in) from 50-100'
Ea
19.00
0.00
13) 3 in O.D. Split Spoon (Driven 18 in)
Ea
25.75
0.00
14) 3 in Shelby Tubes
Ea
52.00
0.00
15) California Sampler
Ea
52.00
0.00
16) NX Rock Core (3 in Borehole Diameter)
Ft
28.00
0.00
17) Rock Coring Setup
Ea
92.00
0.00
18) Concrete plug for boreholes w/o wells
Ea
2050.
0.D0
19) Cutting through pavement
Inch
12.50
0.00
20) Casing advancer (D-50 ft)
Ft
21.50
0.00
21) Bulk Samples (50 Ibs)
Ea
30.75
0.00
Il. GEOPROBE DRILLING SERVICES
1) Mobilization/demob
LS
312.00
0.D0
2) Probe & crew
day
850.00
0.00
3) Probe & crew - Minimum charge
day
725.D0
0.00
III. MATERIALS AND SUPPLIES
Monitoring Well Materials
1) 1 in Flush Sch 40 PVC Riser
Ft
1.80
0.00
2) 1 in Flush Sch 40 PVC Screen
Ft
3.10
0.00
3) 1 in Bottom plug/top cap
Ea
4.15
0.00
4) 2 in Flush Sch. 40 PVC Riser
Ft
2.60
0.00
5) 2 in Flush Sch. 40 PVC Screen
Ft
5.65
0.00
6) Top Caps or Bottom Plugs
Ea
7.85
0.00
7) 2 in Lockable Top Caps
Ea
20.50
0.00
8) 4 in. Steel Protective Cover
Ea
82.00
0.00
9) 4 in Aluminum Protective Cover
Ea
225.00
0.00
10) 4 in Mush Sch 40 PVC Riser
Ft
5.15
0.D0
11) 4 in Flush Sch 40 PVC Screen
Ft
9.20
0.00
12) 4 in Top Caps or Bottom Plugs
Ea
16.35
0.00
13) 4 in Lockable Top Caps
Ea
26.75
0.00
14) 6 in Steel Protective Cover
Ea
108.00
0.00
15) 6 in Aluminum Protective Cover
Ea
335.00
0.00
16) Bollards
Ea
100.00
0.00
Miscellaneous Monitoring Well Materials
1) Filter Pack Sand (50 lb. Bags)
Ea
6.50
0.00
2) Cement (94 lb. Bags)
Ea
8.50
0.00
3) Bentonite Powder/Granules (50 lb. Bags)
Ea
13.00
0.00
4) Bentonite Pellets (50 lb. Bucket)
Ea
59.00
0.00
5) Flush Mount Well Cover
Ea
108.00
0.00
6) Concrete (40 lb. Bag)
Ea
8.50
0.00
7) Volclay (50 lb. Bag)
Ea
19.00
0.00
8) 55 gallon drums
Ea
45.OD
0.00
EXHIBITS pgGE OFF
------------- - - ---- --- - - - - --------
IV. MISCELLANEOUS RATES
1) Well Installation
Hr
2) Well Development
Hr
3) Decontamination of Equipment
Ea
4) Borehole Grouting
Ft
5) Balling borings with neat cement or bentonite grout
Ft
6) Non -Operation Time: hauling water, staging cuttings
and/or drums, rig standby time, excess moving, utility
clearances, boring layout, etc.
Hr
7) Abandon 2 in. Monitoring Well In -place
Ft
8) Abandon 2 in. Monitoring Well by Overdrilling
Ft
9) State Well Installation/Abandonment Forms
Ea
V. EQUIPMENT RENTAL AND CREW EXPENSES
1) Use of AN Mounted Drill Rig
Day
2) Special Decontamination materials, sample containers,
other special supplies, or equipment rental, Personnel
protective clothing and equipment in excess of normal
work attire, Traffic control, Site restitution, or
Necessary Fees and Permits
Cost + 10%
3) Bull Dozer assistance for site preparations or moving
equipment under adverse site conditions
Cost + 10%
4) Drill crew Lodging & Per -Diem (per crew/day)
Crew -Day
5) Concrete Saw
Day
6) Generator
Day
7) Hot Water Pressure Washer
Day
Drilling Subtotal:
Drilling Notes:
1. These unit rates are for work under EPA "Level Y safety conditions.
2. All work to be performed on a non -union basis.
3. The unit rates listed above are based on no boring exceeding 100 ft.
4. Mobilization rates may vary based on the distance to the site from the Cardno ATC
office in Indianapolis, Indiana.
PROJECT TOTAL
EXHIBIT C_ PAGE _aOF/-F-
118.D0
0.D0
111.00
0.00
175.00
O.Oa
6.50
0.00
8.25
0.00
110.D0
0.00
6.50
0.00
20.00
0.00
20.00
0.00
155.00 0.00
1.10 0.00
1.10
0.00
66.50
0.00
77.50
0.00
70.00
0.00
125.b0
0.00
C".7) Vnrcl"cp 0
arc
Shaping the Future
PROPOSALFOR
2014 SOIL BORROW EVALUATION
NEW PARIS PIKE LANDFILL
RICHMOND SANITARY DISTRICT
RICHMOND, INDIANA
CARDNO ATC PROPOSAL NO. 086-2014-0035
JANUARY 22, 2014
PREPARED FOR:
RICHMOND SANITARY DISTRICT
2380 LIBERTY AVENUE
RICHMOND, IN 47374
ATTENTION: MR. ELIJAH WELCH, P.E.
EXHfBIT _ PAGE =L QFJ�
r�lllllll
Ca� �ardno®
ATC
Shaping the Future
January 22, 2014
Mr. Elijah W. Welch, P.E.
District Engineer
Richmond Sanitary District
2380 Liberty Avenue
Richmond, IN 47374
Re: Proposal for 2014 Soil Borrow Evaluation
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0035
Dear Mr. Welch:
Cardno ATC is pleased to submit this proposal to provide the Richmond Sanitary
District (RSD) with a Soil Borrow Evaluation at the New Paris Pike Landfill in Richmond,
Indiana. Our understanding of the scope of work, planned project staffing, and the
estimated cost for our services are presented herein.
We appreciate the opportunity to assist you with this project. If you have any questions
concerning information contained in this letter, please do not hesitate to call either of the
undersigned at 317.849.4990.
Sincerely,
Da id L. Stelzer
Senior Project Engineer
for Cardno ATC
Copies: Elijah Welch, P.E. (RSD)
Joe Bartle (RSD)
Cardno ATC
7988 Centerpoint Dr.
Suite 100
Indianapolis, IN 46256
Phone +1317 849 4990
Fax +1317 849 4278
www,cardno.com
www.cardnoatc.com
Fr
Donald L. Bryenton, P. f,
Principal Engineer
for Cardno ATC
Australia • Belgium • Canada • Columbia • Ecuador • Germany • Indonesia • Italy
Kenya • New Zealand • Papua New Guinea • Peru • Tanzania • United Arab Emirates
United Kingdom • United States • Operations in 85 countries
EXHIBIT __-_. PAGE —? OFF
Proposal for 2014 Soil Borrow Evaluation
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0035
This proposal specifically addresses the provision of services relating to 2014 Soil Borrow
Evaluation for the New Paris Pike Landfill. Our services for this project include sampling,
testing, and documentation of the following general activities:
• Review Site Documents;
• Excavate Test Pits and Collect Samples at Potential Borrow Areas;
• Perform Laboratory Testing on the Samples; and
• Compile Information and Make Recommendations.
Task 1: Review Site Documents - The first task will require review of site documents to
determine where soils were found in the past and were potential soils might remain on site.
Offsite borrow sources will be discussed and considered at this time.
Task 2: Excavate Test Pits and Collect Samples — After potential borrow sources are
identified, a backhoe will be utilized to excavate test pits at potential borrow sources. This
may be done on the same day as Task 1 or may require a second site visit if permissions to
excavate are required. Altogether, this task is expected to last two days. Ideally, samples
will be collected at more than one potential borrow area. At this time it will be assumed that a
drill rig is not needed and costs for drilling are not included in this proposal. Further. it has
been assumed that you will provide the backhoe and operator needed to excavate the test
pits, at no cost to Cardno ATC.
During these field trips, leachate-collection gravel samples will also be collected at stockpiles
as directed by RSD.
Task 3: Perform Laboratory Tests — Tests performed on selected soil samples are
expected to include:
• Grain Size Distribution (10)
• Atterberg Limits (10)
• Moisture/Density Relationship (10)
• Moisture Content (10)
• Hydraulic Conductivity on Remolded Samples (10)
Tests performed on selected gravel samples are expected to include:
• Grain Size Distribution (4)
• Calcium Carbonate (4)
• Hydraulic Conductivity (4)
EXHIBIT lam. PAGE 3OFU-
n]
The costs of surveying to locate the test pits and sample locations have not been included
in this cost estimate.
Task 4: Compile Information and Make Recommendations - Following soil testing, the
laboratory data will be summarized. Recommendations regarding the use of the investigated
borrow areas will be provided. This task includes one follow-up meeting.
COST ESTIMATE
The estimated costs for our services for this project will be invoiced in accordance with the
unit rates presented in the attached fee schedule, and as presented on the attached
"Estimated Costs of Services" spreadsheets. Further, no allowance has been included in
this cost estimate for extra meetings beyond those described in the preceding paragraphs.
If additional meetings are required, they will be performed in accordance with the unit
prices attached to this proposal.
Therefore, we propose to perform the work described above for a not -to -exceed cost of
$15,300. to be billed on a time and materials basis in accordance with the attached Fee
Schedule. This amount will not be exceeded without your approval, and all significant
changes to the scope of work or project budget will require a written Change Order.
Invoices will be issued monthly unless other arrangements are made with our office.
Our professional services will be performed, our findings obtained and our
recommendations prepared in accordance with customary principles and practices in the
fields of environmental science and engineering. This warranty is in lieu of all other
warranties either express or implied and no other warranties will be given.
EXHIBIT PAGE u nc �'t
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EXHIBIT_ PAGE � pF�
I
2014 Fee Schedule
Cardno ATC
Estimated
Unit
Quanft
Unit
Price Extension
PROFESSIONAL SERVICES
1. PROFESSIONAL STAFF
1) Engineer/Scientist/AHERA Building Inspector
Hr
66.00
0.D0
2) Staff Engineer/Scientist
Hr
86.00
0.00
3) Project Engineer/Scientist
Hr
102.00
0.00
4) Senior Registered/Certified Engineer/Sdentist/Ind.Hygienist
Hr
115.D0
0.00
5) Principal Engineer/Scientist
Hr
135.00
0.00
II. SUPPORT STAFF
1) Project Administrator
Hr
44.00
0.00
2) Clerical Services
Hr
46.00
0.DO
3) Senior Draftsperson
Hr
72.00
0.00
4) Draftsperson
Hr
49.00
0.00
5) Field Technician
Hr
46.00
0.00
6) Lead CIA Monitor
Hr
54.00
0.00
7) GA Monitor I
Hr
47.00
0.00
8) QA Monitor I!
Hr
45.00
0.00
Environmental Engineering Personnel Subtotal
Professional Services Notes:
1. Scientist designation includes geologist, hydrogeologist, environmental scientist, industrial hygienist,
biologist, and chemist
2. Charges for Professional and Support Staff will be made for administration of projects, sample collection, supervision of technician services, field
inspection and evaluation, review and analysis of field and laboratory data, report preparation and review, travel time, consultation and meetings
related to the project, etc.
3. Time spent in portal -to portal travel in the interest of the job will be charged at the appropriate hourly rate.
ENVIRONMENTAL ENGINEERING EXPENSES
1. GENERAL EXPENSES
1) Automobile Transportation
Mi
IRS Rate
2) On -Site Truck Use
Day
42.00
0.00
3) Subcontract Service or Rental
Cost + 10%
1.10
0.00
4) Report Preparation / Permit Fees
Cost + 10%
1.10
0.00
5) Special Outside Services (e.g., photographer,
film, film processing, overnight delivery, etc_)
Cost + 10%
1.10
0.00
6) Per Diem (food)
Day
30.00
0.00
7) Transportation by Commercial Carrier or Rental Car
Cost + 10%
1.10
0.00
8) Out of Town Lodging
Cost + 10%
1.10
0.00
9) Camera
LS
25.00
0.00
11) Color plots (24 in. x 36 in_)
Ea
3.00
0.00
12) Color plots (36 in. x 48 in.)
Ea
4.50
0.00
13) Nudear-Density Machine (Weekly)
Ea
1 D5.00
0.00
14) Geomembrane Destructive Testing (Field)
Wk
250.00
0.00
15) Feld Supplies (i.e., tubes, bentonite, boutwell equip.,etc.)
Cost + 1 D%
1.10
0.00
16) Conformance Testing of Geosynthetic Materials (Subcontracted)
Cost + 10%
1.10
0.00
EXHIBIT PAGE -2-0
r
IL EQUIPMENT & SUPPLIES
SoiI/Air
Monitoring
1)
Photo -ionization Detector
2)
Flame -ionization Detector
3)
Gastechtor
13) Gas Monitoring Device (weekly)
5)
Oxygen Detector
6)
Andersen Impactor & VelDciCak:
7)
Personal Sampling Pumps
Groundwater Measurement
1)
pH/Temp./Conductivity ORP/D.O. Equipment
2)
Water Level Meter
3)
Oil/Water Interface Probe
4)
In Line Filters
Protective Clothing and Equipment
1)
EPA Level A Pmtection or Equivalent
2)
EPA Level B Protection or Equivalent
3)
EPA Level C Protection or Equivalent
4)
EPA Level D Protection or Equivalent
5)
Tyvek Disposable Suit
6)
Respirators w/ one set of organic/acid cartridges
7)
Organidacid gas cartridges
8)
Disposable Sample Gloves -inner (Nitrile)
9)
Disposable Sample Gloves -outer
10)
Disposable Sample Gloves -cotton inner
11)
Disposable Latex Outer Boots
Miscellaneous Equipment(Materials Needed
1)
Generator (single phase)
2)
Survey Equipment
3)
Shop Vac
4)
Decontamination Equipment (bucket, brushes, detergent)
5)
Visqueen
6)
Master Locks
7)
Absorbent Pads
8)
Absorbent Booms (8 in. x 10 ft.)
9)
Absorbent Booms (1 in. x 12 in.)
10)
17H DOT approved 55-gallon Drum
11)
Miscellaneous Materials and Supplies for Field Services
Expenses and Equipment Subtotal
Equipment Notes:
1. Standard non -disposable protective wear and equipment are billed at cost.
2. Rates quoted are for short term rental of equipment
3. Other equipment not specifically quoted is available upon request
Day
68.00
0.00
Day
78.00
0.00
Day
40.00
0.00
Week
125.DO
0.DO
Day
40.00
0.00
Day
50.D0
0.00
Day
100.DO
0.00
Event
40.00
0.00
Event
25.00
0.00
Day
52.00
0.00
Ea
26.DO
0.00
Quoted per occurrence
Quoted per occurrence
Man/Day
160.00
0.00
No added charge
Ea
8.00
0. DO
Day
26.00
0.00
Set
13.00
0.00
Ea
0.75
0.00
Ea
6.30
0.00
Ea
1.60
0.00
Ea
5.75
0.00
Day
50.00
0.00
Day
50.00
0.00
Day
37.00
0.00
Day
15.00
0.00
Cost + 10%
1.10
0.00
Ea
10.00
0.00
Ea
1.10
0.00
Ea
47.OD
0.00
Ea
5.00
0.00
Ea
40.00
0.00
Cost + 10%
1.10
0.00
EXHIBIT PAGE,,OF_jLJ
1
MATERIALS LABORATORY
I. SOIL TESTING PROCEDURES
Grain Size Distribution
1) Sieve analyses with decantation
Ea
43.00
0-00
2) Decanting over #200 sieve only
Ea
18.50
0.00
3) Hydrometer
Ea
60.00
.0.00
4) Sieve analysis and hydrometer
Ea
72.00
0.00
Characterization Tests
1) Atterberg limits (LL and PL)
Ea
50.00
0.00
2) Water contents (oven dry)
Ea
6.00
0.00
3) Water contents (microwave dry)
Ea
11.00
0.00
4) Specific Gravity
Ea
35.00
0.00
5) Natural density
Ea
19.00
0.00
6) Organic content
Ea
23.00
0.00
7) pH determination
Ea
15.00
0.00
8) Shrinkage limit
Ea
60.00
0.00
9) Molding sample to specific moisture -density
Ea
77.00
0.00
10) Extrude and log Shelby tube samples
Ea
20.50
b.00
11) Cation Exchange Capacity Tests
Ea
36.00
0.00
12) Calcium Carbonate Test
Ea
112.00
0.00
Hydraulic Conductivity Tests
1) Constant head
Ea
160.00
0.00
2) Triaxial cell method with back -pressure saturation
Ea
230.00
0.00
Compaction Tests
1) Modified Proctor
Ea
114.00
0.00
2) Standard Proctor
Ea
108.00
0.00
3) CBR test
Ea/Pt
81.00
0.00
Consolidation tests
1) Standard 12 bad increment test
Ea
286.00
0.00
2) Additional load increments
Ea
17.50
0.00
Strength tests
1) Unconfined compression tests on
Ea
47.00
0.00
soil (includes moisture & density)
2) Compression test concrete
Ea
9.00
0.00
Triaxial tests on soil
1) Unconsolidated-undrained
Pt
110.00
0.00
2) Consolidated-undrained with pore pressure measurements
and back -pressure saturation
Pt
300.00
0.00
Materials Laboratory Subtotal:
Additional laboratory testing fees available upon request
EXHIBIT_ PAGE -.OFF
I
ENVIRONMENTAL DRILLING SERVICES1,2,3,4
I. GENERAL DRILLING SERVICES
Environmental Project Mobilization of drill rig, crew, and
1) equipment to site and retum4
LS
2) 3-1/4 in I.D. HSA (0-50 ft deep)
Ft
600.00
0.00
3) 3-1/4 in I.D. HSA (50-100 It deep)
Ft
6.75
0.00
4) 4-1/4 in I.D. HSA (D-50 ft deep)
Ft
8.75
0.DO
5) 4-1/4 in I.D. HSA (50-100 ft deep)
Ft
6.75
0.00
6) 6-114 in HSA Ream (0-50 ft deep)
Ft
8.75
0.00
7) 8-1/4 in HSA Ream (D-50 ft deep)
Ft
9.DO
0.00
8) 10-114 in HSA Ream (0-50 It deep)
Ft
14.50
0.00
18.50
0.00
10) 2 in O.D. Split Spoon (Driven 18 in)
Ea
12.50
11) 2 in O.D. Split Spoon (Driven 24 in) from D-50'
Ea
0.00
16.50
0.00
12) 2 in O.D. Split Spoon (Driven 24 in) from 50-100'
Ea
19.00
13) 3 in O.D. Split Spoon (Driven 18 in)
Ea
25.75
0.00
14) 3 in Shelby Tubes
Ea
52.00
0 00
0.00
15) California Sampler
Ea
52.00
0.00
16) NX Rock Core (3 in Borehole Diameter)
Ft
28.00
17) Rock Coring Setup
Ea
92.00
0.00
0.00
18) Concrete plug for boreholes w/o wells
Ea
20.50
1 g) Cutting through pavement
Inch
12.50
0.DO
0.00
20) Casing advancer (0-50 ft)
Ft
21.50
0.00
21) Bulk Samples (50 Ibs)
Ea
30.75
0.00
II. GEOPROBE DRILLING SERVICES
1) Mobilization/demob
LS
312.00
0.00
2) Probe & crew
day
850.00
0.DO
3) Probe & crew - Minimum charge
day
725.00
0.00
III. MATERIALS AND SUPPLIES
Monitoring Well Materials
1) 1 in Flush Sch 40 PVC Riser
Ft
1.80
2) 1 in Flush Sch 40 PVC Screen
Ft
0.00
3) 1 in Bottom plug/top cap
Ea
3.10
0.00
4) 2 in Flush Sch. 40 PVC Riser
Ft
4.15
0.00
5) 2 in Flush Sch. 40 PVC Screen
Ft
2.60
0.00
6) Top Caps or Bottom Plugs
Ea
5.65
0.00
7) 2 in Lockable Top Caps
Ea
.
0. 00
8) 4 in. Steel Protective Cover
Ea
20.50
0.DO
9) 4 in Aluminum Protective Cover
Ea
82.00
0.00
10) 4 in Flush Sch 40 PVC Riser
Ft
225.00
0.00
11) 4 in Flush Sch 40 PVC Screen
Ft
5.15
0.00
12) 4 in Top Caps or Bottom Plugs
Ea
9.20
0.00
13) 4 in Lockable Top Caps
Ea
16.35
0.00
14) 6 in Steel Protective Cover
Ea
26.75
0.00
15) 6 in Aluminum Protective Cover
Ea
10&00
0.00
16) Bollards
335.00
0.00
Miscellaneous Monitoring Well Materials
Ea
100.00
0.00
1) Fitter Pack Sand (50 lb. Bags)
Ea
2) Cement (94 lb. Bags)
Ea
6.50
0.00
3) Bentonite Powder/Granules (50 lb. Bags)
Ea
8.50
0.00
4) Bentonite Pellets (50 lb. Bucket)
Ea
13.00
0.00
5) Flush Mount Well Cover
Ea
59.00
0.00
6) Concrete (40 lb. Bag)
108.00
0.00
7) Volclay (50 lb. Bag)
Ea
0.00
8) 55 gallon drums
Ea
19.00
.00
0.00
Ea
45.00
0.00
EXHf81� PAGE �OF
IV. MISCELLANEOUS RATES
1) Well installation
Hr
2) Well Development
Hr
3) Decontamination of Equipment
Ea
4) Borehole Grouting
Ft
5) Backfilling borings with neat cement or bentonite grout
Ft
6) Non -Operation Time: hauling water, staging cuttings
and/or drums, rig standby time, excess moving, utility
clearances, boring layout, etc.
Hr
7) Abandon 2 in. Monitoring Well In -place
Ft
8) Abandon 2 in. Monitoring Well by Overdrilling
Ft
9) State Well Installation/Abandonment Forms
Ea
V. EQUIPMENT RENTAL AND CREW EXPENSES
1) Use of ATV Mounted Drill Rig
Day
2) Special Decontamination materials, sample containers,
other special supplies, or equipment rental, Personnel
protective clothing and equipment in excess of normal
work attire, Traffic control, Site restitution, or
Necessary Fees and Permits
Cost + 10%
3) Bull Dozer assistance for site preparations or moving
equipment under adverse site conditions
Cost + 10%
4) Drill crew Lodging & Per -Diem (per crew/day)
Crew -Day
5) Concrete Saw
Day
6) Generator
Day
7) Hot Water Pressure Washer
Day
Drilling Subtotal:
Drilling Notes:
1. These unit rates are for work under EPA "Level D" safety conditions.
2. All work to be performed on a non -union basis.
3. The unit rates listed above are based on no boring exceeding 100 fL
4. Mobilization rates may vary based on the distance to the site from the Cardno ATC office in Indianapolis, Indiana.
PROJECT TOTAL
EXHIBIT PAGE �OF L
118.00
0.00
111.00
0.00
175.00
0.00
6.50
0.00
8.25
0.00
110.00
0.00
6.50
0.00
20.00
0.00
20.00
0.00
155.00 0.00
1.10 0.00
1.10
0.00
66.50
0.00
77.50
0.00
70.00
0.00
125.00
0.00
�ardna°
ATC
Shaping the Future
PROPOSALFOR
2014 AND 2015 SURVEY SERVICES
AND TEST PAD
NEW PARIS PIKE LANDFILL
RICHMOND SANITARY DISTRICT
RICHMOND, INDIANA
CARDNO ATC PROPOSAL NO. 086-2014-0036
JANUARY 22, 2014
PREPARED FOR:
RICHMOND SANITARY DISTRICT
2380 LIBERTY AVENUE
RICHMOND, IN 47374
ATTENTION: MR. ELIJAH WELCH, P.E.
EXHIBIT E PAGL I F Q
January 22, 2014
Mr. Elijah W. Welch, P.E.
District Engineer
Richmond Sanitary District
2380 Liberty Avenue
Richmond, IN 47374
Re: Proposal for 2014 and 2015 Survey Services and Test Pad
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0036
Dear Mr. Welch:
Cardno ATC is pleased to submit this proposal to provide the Richmond Sanitary
District (RSD) with a 2014 and 2015 Survey Services and Test Pad at the New Paris
Pike Landfill in Richmond, Indiana. Our understanding of the scope of work, planned
project staffing, and the estimated cost for our services are presented herein.
We appreciate the opportunity to assist you with this project. If you have any questions
concerning information contained in this letter, please do not hesitate to call either of the
undersigned at 317.849.4990.
Sincerely,
David L. Stelzer
Senior Project Engineer
for Cardno ATC
Copies: Elijah Welch, P.E. (RSD)
Joe Bartle (RSD)
ATC na
Shaping the Future
Cardno ATC
7988 Centerpoint Dr,
Suite 100
Indianapolis, IN 46256
Phone +1 317 849 4990
Fax +1 317 849 4278
www.cardno.com
www.cardnoatc.com
f'l
Donald L. Bryenton, P.E.tij
Principal Engineer
for Cardno ATC
Australia • Belgium • Canada • Columbia • Ecuador • Germany • Indonesia • Italy
Kenya - New Zealand • Papua New Guinea • Peru - Tanzania • United Arab Emirates
United Kingdom • United States • Operations in 85 countries
EXHIBIT PAG� �GF�
Proposal for Survey Services and Test Pad
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0036
This proposal specifically addresses the provision of services relating to surveyor services
and completion of a soil liner test pad (if requested by IDEM). Our services for the test pad
project include test pad construction observation, soil sampling, field testing of compacted
liner soil, laboratory soil testing, and documentation of the process to ensure that similar
construction methods are used following general activities:
Task 1: Provide Surveyor Services — This task will allow Cardno ATC to subcontract the
surveying services of Kramer and Associates (Kramer) so that they can assist the Richmond
Sanitary District (RSD) during 2014 and 2015 with surveying related to the excavation of the
existing soils down to the designed subgrade of the soil liner for Cells 4A, 4B, and 4C and to
verify the thicknesses and locations of the liner constructed during 2015.
After the liner -construction contractor begins work in 2015 and produces the finished
subgrade elevations, Kramer will verify that the subgrade elevations are at or slightly below
design subgrade elevations at predetermined grid -point locations (sixteen field -crew hours).
After the soil liner has been constructed and the earthwork contractor has prepared the top -
of -liner grades, Kramer will then verify that the top -of -liner grade elevations are at or slightly
above the design elevations at the same predetermined grid -point locations used for the
subgrade (sixteen field -crew hours). After the geomembrane liner panels have been welded
over the soil liner, Kramer will return to shoot the panel comers and the geomembrane-seam
destructive test locations (sixteen field -crew hours). After the gravel leachate collection
system is placed over the geomembrane and protective geotextile, Kramer will verify that the
top -of -gravel grade elevations are at or slightly above the design elevations at the
predetermined grid -point locations (sixteen field -crew hours).
It should be noted that the cost of Kramer's work is dependent on the size of the prepared
areas and number of trips that they must make to complete the previously -described work.
Our assumptions regarding the amount of time needed to complete Kramer's work have the
following qualifiers: that the field work be done in minimum-4-hour uninterrupted durations
using a two -man field crew at $154 per crew -hour, that 4 hours of field work is to be followed
by 2 hours of office time at a rate of $77 per office hour, and that each 4-hour site visit will
require a round-trip travel time of one-half field -crew hour.
During 2015, the liner construction verification is estimated to be 68 field -crew hours, 9 field -
crew travel hours, and 34 office hours for a total of $14,476. The amount of survey work
needed by RSD and to establish survey control points during 2014 is not known, so we have
included the same number of hours for the preconstruction required by the liner construction
for a total of $14,476. In addition, we have estimated that the 2014 Soil Borrow Evaluation,
2014 Construction Plans and Specifications, the 2014 Minor Permit Modification, and the
2014-2015 Test Pad will each require 4 hours of field time, one-half hour of travel time, and 2
EXHIBIT PAGE 3 0
hours of office time for a total of $3,388. This results in a total estimate of $32,340. for
surveying services. We have also included 30 hours of senior project engineer time to
coordinate these efforts.
Task 2: Soil Liner Test Pad - If the soils to be used to construct the liner do not meet
IDEM's requirements for a test pad wavier, a test pad will need to be constructed to show
that the available soils can achieve IDEM's soil liner requirements. To plan for this
possibility, we have developed the following scope of work which consists of monitoring the
construction of one test pad using the techniques and equipment that will then be used to
construct the soil liner. The test pad will consist of a 2-ft-thick soil liner constructed of on -
site soils placed in three lifts compacted to a minimum of 95 percent of the standard Proctor
maximum dry density at a moisture content within the approved permeability window.
We anticipate that one soils technician will be on -site, full-time to monitor the placement of
the twenty-four (24) inch thick layer of compacted soil liner. The following field activities will
be performed during this phase of construction:
• Visual examination of the surface of the subgrade prior to placement of the initial lift
of liner soils;
• Visual examination of the liner soil for unsuitable inclusions such as rocks, roots, and
foreign materials;
• Observe and document the placement of soils, note non-conformance and assist with
the development of remedies to non -conforming areas;
• Field determination of moisture/density in accordance with the CQA Plan;
• Count the number of compactor passes which are necessary to achieve the specified
compaction criteria and observe compactor coverage of the test pad;
• Perform a minimum of five Boutwell permeameter tests;
• Procure borrow source samples for laboratory testing;
• Maintain drawings delineating approximate locations of field tests performed;
• Visual examination of the compacted liner base surfaces for cracks, evidence of
desiccation, or other defects; and
• Complete a summary of each day's testing results and provide a daily report;
Upon completion of the construction of the test pad, in -field hydraulic conductivity testing
will be performed utilizing a Two -Stage Boutwell Borehole Permeameter method. The
project engineer, with assistance from a technician, will install and initiate permeameter
flow and verify the adequacy of the installation of each permeameter. Once verified, a
Cardno ATC representative will remain on -site to monitor and maintain the permeameters
and collect the data for the first stage of the test. Upon steady-state stabilization of flow
and final permeability determinations, which can take two to seven days, the project
engineer will reconfigure the permeameters for the second stage of the test (if necessary).
It should be noted that the test procedure for the two -stage Boutwell method and the draft
ASTM standard for this method indicate that the test can be terminated after the first stage
if the results meet or exceed the project requirements. The cost estimate is based on the
assumption that it will not be necessary to complete both stages of the test.
EXHIBIT __F_ PAGE OF 3
Data reduction for the first stage, along with calculation of the final permeability, will be
accomplished utilizing Cardno ATC's Two -Stage Borehole Permeameter data reduction
program. This program has been developed in-house and utilized in the past. Data
reduction will be performed as the test progresses rather than waiting for completion of
the entire test. As the testing proceeds and data is obtained, successive results will be
obtained and evaluated for steady-state flow and final permeability, thus allowing a quick
determination as to when the first and second (if required) stages of the test can be
terminated. Further, a pass/fail determination will be provided immediately once the test
is completed.
The cost estimate assumes two days of field testing during construction of the test pad in
addition to four days to install and monitor the Boutwell tests.
Following completion of the laboratory and field testing, a series of spread sheets and graphs
will be submitted which contain information on the test pad materials and the results of the
Boutwell tests.
The scope of work for this task also includes:
• Moisture/Density Relationship (one);
• Moisture Content (six);
• Grain Size Distribution (three);
• Atterberg Limits (three); and
Laboratory hydraulic conductivity tests on Shelby tube samples (three).
It has been assumed that the contractor will assist in the collection of the Shelby tube
samples of the soil liner at no cost to Cardno ATC. The cost estimate is based on the
assumption that one soils technician will provide CQA monitoring, placement of test pad
equipment and reading from the equipment for a total of 60 hours. Further, it has been
assumed that the project engineer will be involved with field work, office calculations, and
report preparation for a total of 40 hours.
COST ESTIMATE
The estimated costs for our services for this project will be invoiced in accordance with the
unit rates presented in the attached fee schedule, and as presented on the attached
"Estimated Costs of Services" spreadsheets. Further, no allowance has been included in
this cost estimate for extra meetings beyond those described in the preceding paragraphs.
If additional meetings are required, they will be performed in accordance with the unit
prices attached to this proposal.
Therefore, we propose to perform the work described above for a not -to -exceed cost of
$50,301. to be billed on a time and materials basis in accordance with the attached Fee
Schedule. This amount will not be exceeded without your approval, and all significant
changes to the scope of work or project budget will require a written Change Order.
Invoices will be issued monthly unless other arrangements are made with our office.
FHIB1T E PAGE 5 OF �3
Our professional services will be performed, our findings obtained and our
recommendations prepared in accordance with customary principles and practices in the
fields of environmental science and engineering. This warranty is in lieu of all other
warranties either express or implied and no other warranties will be given.
EXHIBIT E PAGE ro OFF
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JEXHIBIT C PAGE LOF�
t
2014 Fee Schedule
Cardno ATC
Estimated
Unit
Quan '
Unit
Price Extension
PROFESSIONAL SERVICES
I. PROFESSIONAL STAFF
1) Engineer/Scientist/AHERA Building Inspector
Hr
66.00
0.00
2) Staff Engineer/Scientist
Hr
86.00
0.00
3) Project Engineer/Scientist
Hr
102.00
0.00
4) Senior Registered/Certified Engineer/Scientist/Ind.Hygienist
Hr
115.00
0.00
5) Principal Engineer/Scientist
Hr
135.00
0.00
II. SUPPORT STAFF
1) Project Administrator
Hr
44.00
0.00
2) Clerical Services
Hr
46.00
0.00
3) Senior Draftsperson
Hr
72.00
0.00
4) Draftsperson
Hr
49.00
0.00
5) Feld Technician
Hr
46.00
O.OD
6) Lead QA Monitor
Hr
54.00
0.00
7) QA Monitor I
Hr
47.00
0.00
8) QA Monitor II
Hr
45.00
0.00
Environmental Engineering Personnel Subtotal
Professional Services Notes:
1. Scientist designation includes geologist, hydrogeologist, environmental scientist, industrial hygienist, biologist, and chemist.
2. Charges for Professional and Support Staff will be made for administration of projects, sample collection, supervision of technician services, field
inspection and evaluation, review and analysis of field and laboratory data, report preparation and review, travel time, consultation and meetings
related to the project, etc.
3. Time spent in portal -to portal travel in the interest of the job will be charged at the appropriate hourly rate.
ENVIRONMENTAL ENGINEERING EXPENSES
I. GENERAL EXPENSES
1) Automobile Transportation
Mi
IRS Rate
2) Orr -Site Truck Use
Day
42 00
0.00
3) Subcontract Service or Rental
Cost + 10%
1.10
0.00
4) Report Preparation / Permit Fees
Cost + 10%
1.10
0.00
5) Special Outside Services (e.g., photographer,
film, film processing, overnight delivery, etc.)
Cost+ 10%
1.10
0.00
6) Per Diem (food)
Day
30.00
0.00
7) Transportation by Commercial Carrier or Rental Car
Cost + 10%
1.10
0.00
8) Out of Town Lodging
Cost + 10%
1.10
0.00
9) Camera
LS
25-00
0.00
11) Color plots (24 in. x 36 in.)
Ea
3.00
0.00
12) Color plots (36 in. x 48 in.)
Ea
4.50
0.00
13) Nudear-Density Machine (Weekly)
Ea
105.00
0.00
14) Geomembrane Destructive Testing (Field)
Wk
250.00
0.00
15) Field Supplies (.e., tubes, bentonite, boutwell equip.,etc.)
Cost + 10%
1.10
0.00
16) Conformance Testing of Geosynthetic Materials (Subcontracted)
Cost + 10%
1.10
0.00
EXHIBIT E PAGE 9 OF 13
f
H. EQUIPMENT & SUPPLIES
Soil/Air Monitoring
1)
Photo -ionization Detector
2)
Flame -ionization Detector
3)
Gastechtor
13)
Gas Monitoring Device (weekly)
5)
Oxygen Detector
6)
Andersen Impactor & VelociCalc
7)
Personal Sampling Pumps
Groundwater
Measurement
1)
pHlfemp./Conducfrvity ORP/D.O. Equipment
2)
Water Level Meter
3)
OiWJater Interface Probe
4)
In Line Filters
Protective Clothing and Equipment
1)
EPA Level A Protection or Equivalent
2)
EPA Level B Protection or Equivalent
3)
EPA Level C Protection or Equivalent
4)
EPA Level D Protection or Equivalent
5)
Tyvek Disposable Suit
6)
Respirators w/ one set of organiclacid cartridges
7)
Organiclacid gas cartridges
8)
Disposable Sample Gloves -inner (Nitrile)
9)
Disposable Sample Gloves -outer
10)
Disposable Sample Gloves -cotton inner
11)
Disposable Latex Outer Boots
Miscellaneous
Equipment(Materials Needed
1)
Generator (single phase)
2)
Survey Equipment
3)
Shop -Vac
4)
Decontamination Equipment (bucket, brushes, detergent)
5)
Visqueen
6)
Master Locks
7)
Absorbent Pads
8)
Absorbent Booms (8 in. x 10 ft.)
9)
Absorbent Booms (1 in. x 12 in.)
10)
17H DOT approved 55-gallon Drum
11)
Miscellaneous Materials and Supplies for Field Services
Expenses and Equipment Subtotal
Equipment Notes:
1. Standard non -disposable protective wear and equipment are billed at cost
2. Rates quoted are for short term rental of equipment
3. Other equipment not specifically quoted is available upon request
Day
68.00
0.00
Day
78.00
0.00
Day
40.00
0.00
Week
125.00
0.00
Day
40.D0
0.00
Day
50.00
0.00
Day
100.00
0.00
Event
40.00
0.00
Event
25.00
0.00
Day
52.00
0.00
Ea
26.00
0.00
Quoted per occurrence
Quoted per occurrence
Man/Day
160.00
0.00
No added charge
Ea
8.00
0.00
Day
26.00
0.00
Set
13.00
0.00
Ea
0.75
0.00
Ea
6.30
0.00
Ea
1.60
0.00
Ea
5.75
0.00
Day
50.00
0.00
Day
50.00
0.00
Day
37.00
0.00
Day
15.00
0.00
Cost + 10%
1.10
0.00
Ea
10.00
0.00
Ea
1.10
0.00
Ea
47.00
0.00
Ea
5.00
0.00
Ea
40.00
0.00
Cost + 10%
1.10
0.00
EXHfBIT-C- PAGE IoOF 1-1
SOIL TESTING PROCEDURES
Grain Size Distribution
1) Sieve analyses with decantation
2) Decanting over #200 sieve only
3) Hydrometer
4) Sieve analysis and hydrometer
Characterization Tests
1) Atterberg limits (LL and PL)
2) Water contents (oven dry)
3) Water contents (microwave dry)
4) Specific Gravity
5) Natural density
6) Organic content
7) pH determination
8) Shrinkage limit
9) Molding sample to specific moisture -density
10) Extrude and log Shelby tube samples
11) Cation Exchange Capacity Tests
12) Calcium Carbonate Test
Hydraulic Conductivity Tests
1) Constant head
2) Tdaxial cell method with back -pressure saturation
Compaction Tests
1) Modified Proctor
2) Standard Proctor
3) CBR test
Consolidation tests
1) Standard 12 load increment test
2) Additional load increments
Strength tests
1) Unconfined compression tests on
soil (includes moisture & density)
2) Compression test concrete
Triaxial tests on soil
1) Unconsolidated-undrained
2) Consolidated-undrained with pore pressure measurements
and back -pressure saturation
Materials Laboratory Subtotal:
Additional laboratory testing fees available upon request
Ea
43.00
0.00
Ea
18.50
0.00
Ea
60.00
.0.00
Ea
7200
0.00
Ea
50.00
0.00
Ea
6.00
0.00
Ea
11.00
0.00
Ea
35.00
0.DO
Ea
19.00
0.00
Ea
23.00
0.00
Ea
15.00
0.00
Ea
60.00
0.00
Ea
77.00
0.00
Ea
20.50
b.00
Ea
36.00
0.00
Ea
11200
0.00
Ea
160.00
0.00
Ea
230.00
0.00
Ea
114.00
0.00
Ea
108.00
0.00
Ea/Pt
81.00
0.00
Ea
286.00
0.00
Ea
17.50
0.D0
Ea 47.00 0.00
Ea 9.00 0.00
Pt 110.00 0.00
Pt 300.00 0.00
EXHIBIT E PAGE _ jL__0F
ENVIRONMENTAL DRILLING SERVICES1,z,3,4
I. GENERAL DRILLING SERVICES
Environmental Project Mobilization of drill rig, crew, and
1) equipment to site and retum4
LS
600.00
0.00
2) 3-114 in I.D. HSA (0-50 ft deep)
Ft
6.75
0.00
3) 3-1/4 in I.D. HSA (50-100 ft deep)
Ft
8.75
0.00
4) 4-1/4 in I.D. HSA (0-50 ft deep)
Ft
6.75
0.00
5) 4-1/4 in 1.D. HSA (50-100 ft deep)
Ft
8.75
0.00
6) 6-1/4 in HSA Ream (0-50 ft deep)
Ft
9.00
0.00
7) 8-1/4 in HSA Ream (0-50 ft deep)
Ft
14.50
0.00
8) 10-1/4 in HSA Ream (0-50 ft deep)
Ft
18.50
0.00
10) 2 in O.D. Split Spoon (Driven 18 in)
Ea
12.50
0.00
11) 2 in O.D. Split Spoon (Driven 24 in) from 0-50'
Ea
16.50
0.00
12) 2 in O.D. Split Spoon (Driven 24 in) from 50-100'
Ea
19.D0
0.00
13) 3 in O.D. Split Spoon (Driven 18 in)
Ea
25.75
0.00
14) 3 in Shelby Tubes
Ea
52.DO
D.00
15) California Sampler
Ea
52.00
0.00
16) NX Rock Core (3 in Borehole Diameter)
Ft
28.00
0.00
17) Rock Coring Setup
Ea
92.00
0.00
18) Concrete plug for boreholes w/o wells
Ea
20.50
0.00
19) Cutting through pavement
Inch
12.50
0.00
20) Casing advancer (0-50 ft)
Ft
21.50
0.00
21) Bulk Samples (50 Ibs)
Ea
30.75
0.00
Il. GEOPROBE DRILLING SERVICES
1) Mobilization/demob
LS
312.00
0.00
2) Probe & crew
day
850.00
0.00
3) Probe & crew - Minimum charge
day
725.00
0.00
Ill. MATERIALS AND SUPPLIES
Monitoring Well Materials
1) 1 in Flush Sch 40 PVC Riser
Ft
1.80
0.00
2) 1 in Flush Sch 40 PVC Screen
Ft
3.10
0.00
3) 1 in Bottom plug/top cap
Ea
4.15
0.00
4) 2 in Flush Sch. 40 PVC Riser
Ft
2.60
0.00
5) 2 in Flush Sch. 40 PVC Screen
Ft
5.65
0.00
6) Top Caps or Bottom Plugs
Ea
7.85
0.00
7) 2 in Lockable Top Caps
Ea
20.50
0.00
8) 4 in. Steel Protective Cover
Ea
82.00
0.00
9) 4 in Aluminum Protective Cover
Ea
225.OD
0.00
10) 4 in Flush Sch 40 PVC Riser
Ft
5.15
11) 4 in Flush Sch 40 PVC Screen
Ft
920
0.00
0.00
12) 4 in Top Caps or Bottom Plugs
Ea
16.35
13) 4 in Lockable Top Caps
Ea
26.75
0.00
14) 6 in Steel Protective Cover
Ea
108.OD
0.00
15) 6 in Aluminum Protective Cover
Ea
0.00
335.00
0.00
16) Bollards
Ea
100.OD
0.DO
Miscellaneous Monitoring Well Materials
1) Filter Pack Sand (50 Ib. Bags)
Ea
6.50
2) Cement (94 lb. Bags)
Ea
8.50
0.00
3) Bentonite Powder/Granules (50 lb. Bags)
Ea
13.00
0.00
4) Bentonite Pellets (50 lb. Bucket)
Ea
0.00
59.00
0.00
5) Flush Mount Well Cover
Ea
108.00
0.00
6) Concrete (40 Ib. Bag)
Ea
8.50
7) Volcay (50 lb. Bag)
Ea
0.00
19.00
0.00
8) 55 gallon drums
Ea
45.00
0.00
EXHIBITS PAGE �OF l3
IV. MISCELLANEOUS RATES
1) Well Installation
Hr
2) Well Development
Hr
3) Decontamination of Equipment
Ea
4) Borehole Grouting
Ft
5) Backfilling borings with neat cement or bentonite grout
Ft
6) Non -Operation Time: hauling water, staging cuttings
and/or drums, rig standby time, excess moving, utility
clearances, boring layout, etc.
Hr
7) Abandon 2 in. Monitoring Well In -place
Ft
8) Abandon 2 in. Monitoring Well by Overdrilling
Ft
9) State Well Installation/Abandonment Forms
Ea
V. EQUIPMENT RENTAL AND CREW EXPENSES
1) Use of ATV Mounted Drill Rig
Day
2) Special Decontamination materials, sample containers,
other special supplies, or equipment rental, Personnel
protective clothing and equipment in excess of normal
work attire, Traffic control, Site restitution, or
Necessary Fees and Permits
Cost + 10%
3) Bull Dozer assistance for site preparations or moving
equipment under adverse site conditions
Cost + 10%
4) Drill crew Lodging & Per -Diem (per crew/day)
Crew -Day
5) Concrete Saw
Day
6) Generator
Day
7) Hot Water Pressure Washer
Day
Drilling Subtotal:
Drilling Notes:
1. These unit rates are for work under EPA "Level D" safety conditions.
2. All work to be performed on a non -union basis.
3. The unit rates listed above are based on no boring exceeding 100 ft.
4. Mobilization rates may vary based on the distance to the site from the Cardnc ATC office in Indianapolis, Indiana.
PROJECT TOTAL
EXHIBIT t�- PAGE 13 OF 13 -
118.00
0.00
111.00
0.00
175.00
0.00
6.50
0.00
8.25
0.00
110.00
0.00
6.50
O.DO
20.00
0.00
20.00
0.00
155.00 O.DO
1.10 0.00
1.10
0.00
66.50
0.00
77.50
0.00
70.00
0.00
125.00
0.00
are
Shaping the Future
2014 MINOR PERMIT MODIFICATION
FOR LINER REVISIONS
NEW PARIS PIKE LANDFILL
RICHMOND SANITARY DISTRICT
RICHMOND, INDIANA
CARDNO ATC PROPOSAL NO. 086-2014-0037
JANUARY 22, 2014
PREPARED FOR:
RICHMOND SANITARY DISTRICT
2380 LIBERTY AVENUE
RICHMOND, IN 47374
ATTENTION: MR. ELIJAH WELCH, P.E.
EXHIBIT F:- PAGE �OF,�
January 22, 2014
Mr. Elijah W. Welch, P.E.
District Engineer
Richmond Sanitary District
2380 Liberty Avenue
Richmond, IN 47374
Re: Proposal for 2014 Minor Permit Modification for Liner Revisions
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0037
Dear Mr. Welch:
Cardno ATC is pleased to submit this proposal to provide the Richmond Sanitary
District (RSD) with this proposal to prepare a Minor Permit Modification for Liner
Revisions at the New Paris Pike Landfill in Richmond, Indiana. Our understanding of the
scope of work, planned project staffing, and the estimated cost for our services are
presented herein.
We appreciate the opportunity to assist you with this project. If you have any questions
concerning information contained in this letter, please do not hesitate to call either of the
undersigned at 317.849.4990.
Sincerely,
`David L. Stelzer
Senior Project Engineer
for Cardno ATC
Copies: Elijah Welch, P.E. (RSD)
Joe Bartle (RSD)
CC no®
ATC
Shaping the Future
Cardno ATC
7988 Centerpoint Dr.
Suite 100
Indianapolis, IN 46256
Phone +1317 849 4990
Fax +1317 849 4278
www.cardno.com
www.cardnoatc.com
Donald L. Bryenton, P.-
Principal Engineer
for Cardno ATC
Australia • Belgium • Canada • Columbia • Ecuador • Germany • Indonesia • Italy -
Kenya • New Zealand • Papua New Guinea • Peru • Tanzania • United Arab Emirates
United Kingdom • United States • Operations in 85 countries
EXHIBIT PAGE „97..OFF
Proposal for 2014 Minor Permit Modification for Liner Revisions
New Paris Pike Landfill
Richmond Sanitary District
Richmond, Indiana
Cardno ATC Proposal No. 086-2014-0037
This proposal specifically addresses the provision of services relating to the 2014 Minor
Permit Modification for Final Cover Revisions for the New Paris Pike Landfill. Our
preliminary review of selected site drawings shows that the permitted liner design needs to
be adjusted to match the existing configuration of the landfill and to better control stormwater
runoff.
Our services for this project include:
• Document review.
• Engineering analyses of proposed liner revisions. Meet with IDEM if RSD approves.
• Revise permit drawings, prepare permit application, and present for RSD final review.
• Make final revisions and submit minor permit modification.
• Respond to IDEM's comments.
Task 1: Review Site Documents - The first task will require review of site documents to
determine the relationships between the permitted site design and the as -built or actual site
conditions.
Task 2: Analyze Conditions and Propose Liner Revisions — The AutoCAD drawing of
the existing site conditions will be compared to the permitted liner drawing to accurately
determine the areas that need either cut or fill to better match existing conditions and to
better control stormwater runoff. Based on this determination, an informal plan to revise the
liner will be presented and discussed with you. Upon your approval, this plan will be
presented to IDEM during a meeting at their offices in Indianapolis.
Task 3: Revise Permit Drawings and Prepare Application — Based on IDEM's
comments, Cardno ATC will revise the permitted liner design for this site and prepare the
minor permit modification application. A draft of this application will be presented for your
approval.
Task 4: Make Final Revisions and Submit Application - After making the changes that
you request after your final review of the draft application, Cardno ATC will prepare a final
version of the permit application and submit four copies to IDEM and two copies to you. We
have assumed that you will provide the required $2,500 fee.
Task 5: Provide Responses to IDEM's Comments — Although the preliminary meeting
with IDEM usually resolves all large issues, IDEM typically makes some minor requests
regarding each application. While this proposal includes a rough estimate of time and
expenses to resolve IDEM's comments, the effort needed will depend on the IDEM
reviewers' requests. This task will include one follow-up meeting.
EXHIBIT --f- PAGE 3 OFF
COST ESTIMATE
The estimated costs for our services for this project will be invoiced in accordance with the
unit rates presented in the attached fee schedule, and as presented on the attached
"Estimated Costs of Services" spreadsheets. Further, no allowance has been included in
this cost estimate for extra meetings beyond those described in the preceding paragraphs.
If additional meetings are required, they will be performed in accordance with the unit
prices attached to this proposal.
Therefore, we propose to perform the work described above for a not -to -exceed cost of
$16,521 to be billed on a time and materials basis in accordance with the attached Fee
Schedule. This amount will not be exceeded without your approval, and all significant
changes to the scope of work or project budget will require a written Change Order.
Invoices will be issued monthly unless other arrangements are made with our office.
Our professional services will be performed, our findings obtained and our
recommendations prepared in accordance with customary principles and practices in the
fields of environmental science and engineering. This warranty is in lieu of all other
warranties either express or implied and no other warranties will be given.
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EXHIBIT F PAGE' !o OFF
2014 Fee Schedule
Cardno ATC
PROFESSIONAL SERVICES
PROFESSIONAL STAFF
1) Engineer/Scientist/AHERA Building Inspector
2) Staff Engineer/Scientist
3) Project Engineer/Scientist
4) Senior Registered/Certified Engineer/ScienbsUind.Hygienist
5) Principal Engineer/Scientist
II. SUPPORT STAFF
1) Project Administrator
2) Clerical Services
3) Senior Draftsperson
4) Draftsperson
5) Feld Technician
6) Lead QA Monitor
7) QA Monitor 1
8) QA Monitor II
Environmental Engineering Personnel Subtotal
Estimated Unit
Quantity Unit -Price Extension
Hr 66.00
0.00
Hr 86.00
0.00
Hr 102.00
0.00
Hr 115.00
0.00
Hr 135.00
0.00
Hr 44.D0
0.00
Hr 46.00
0.00
Hr 72.00
0.00
Hr 49.00
0.00
Hr 46.00
0.00
Hr 54.00
0.00
Hr 47.00
0.00
Hr 45.00
0.00
Professional Services Notes:
1. Scientist designation includes geologist, hydrogeologist, environmental scientist, industrial hygienist, biologist, and chemist.
2. Charges for Professional and Support Staff will be made for administration of projects, sample collection, supervision of technician services, field
inspection and evaluation, review and analysis of field and laboratory data, report preparation and review, travel time, consultation and meetings
related to the project, etc.
3. Time spent in portal -to portal travel in the interest of the job will be charged at the appropriate hourly rate.
ENVIRONMENTAL ENGINEERING EXPENSES
I. GENERAL EXPENSES
1) Automobile Transportation
2) On -Site Truck Use
3) Subcontract Service or Rental
4) Report Preparation / Permit Fees
5) Special Outside Services (e.g., photographer,
film, film processing, overnight delivery, etc.)
6) Per Diem (food)
7) Transportation by Commercial Carrier or Rental Car
8) Out of Town Lodging
9) Camera
11) Color plots (24 in. x 36 in.)
12) Color plots (36 in. x 48 in.)
13) Nuclear -Density Machine (Weekly)
14) Geomembrane Destructive Testing (Field)
15) Field Supplies (i.e., tubes, bentonite, boutwell equip.,etc.)
16) Conformance Testing of Geosynthetic Materials (Subcontracted)
Mi
IRS Rate
Day
42.00
0.00
Cost + 10%
1.10
0.00
Cost + 10%
1.10
0.00
Cost + 10%
1.10
0.00
Day
30.00
0.00
Cost + 10%
1.10
0.00
Cost + 10%
1.10
0.00
LS
25.00
0.00
Ea
3.00
0.00
Ea
4.50
0,00
Ea
105.00
0.00
Wk
250.00
0.00
Cost + 10%
1.10
0.00
Cost + 10%
1.10
0.00
EXHIBIT P G:OF11
11. EQUIPMENT & SUPPLIES
Soil/Air Monitoring
1) Photo -ionization Detector
Day
68.00
0.00
2) Flame -ionization Detector
Day
78.00
0.00
3) Gastechtor
Day
40.00
.0.00
13) Gas Monitoring Device (weekly)
Week
125.00
0.00
5) Oxygen Detector
Day
40.00
0.00
6) Andersen Impactor & VelociCalc
Day
50.00
0.00
7) Personal Sampling Pumps
Day
100.00
0.00
Groundwater Measurement
1) pH/Temp./Conductivity ORP/D.O. Equipment
Event
40.00
0.00
2) Water Level Meter
Event
25.00
0.00
3) Oil/Water Interface Probe
Day
52.00
0.00
4) In Line Filters
Ea
26.00
0.00
Protective Clothing and Equipment
1) EPA Level A Protection or Equivalent
Quoted per occurrence
2) EPA Level B Protection or Equivalent
Quoted per occurrence
3) EPA Level C Protection or Equivalent
Man/Day
160.00
0.00
4) EPA Level D Protection or Equivalent
No added charge
5) Tyvek Disposable Suit
Ea
8.00
0.00
6) Respirators w/ one set of organiclacid cartridges
Day
26.00
0.00
7) Organic/acid gas cartridges
Set
13.00
0.00
8) Disposable Sample Gloves -inner (Nitrite)
Ea
0.75
0.00
9) Disposable Sample Gloves -outer
Ea
6.30
0.00
10) Disposable Sample Gloves -cotton inner
Ea
1.6D
0.00
11) Disposable Latex Outer Boots
Ea
5.75
0.00
Miscellaneous Equipment/Materials Needed
1) Generator (single phase)
Day
50.00
0.00
2) Survey Equipment
Day
50.00
0.00
3) Shop Vac
Day
37.00
0.00
4) Decontamination Equipment (bucket, brushes, detergent)
Day
15.00
0.00
5) Visqueen
Cost + 10%
1.10
0.00
6) Master Locks
Ea
10.00
0.00
7) Absorbent Pads
Ea
1.10
0.00
8) Absorbent Booms (8 in. x 10 it)
Ea
47.00
0.00
9) Absorbent Booms (1 in. x 12 in.)
Ea
5.00
0.00
10) 17H DOT approved 55-gallon Drum
Ea
40.00
0.00
11) Miscellaneous Materials and Supplies for Field Services
Cost + 10%
1.10
0.00
Expenses and Equipment Subtotal
Equipment Notes:
1. Standard non -disposable protective wear and equipment are billed at cost.
2. Rates quoted are for short tens rental of equipment
3. Other equipment not specifically quoted is available upon request
CHIBIT� PAGE._$_OF -/�
MATERIALS LABORATORY
1. SOIL TESTING PROCEDURES
Grain Size Distribution
1) Sieve analyses with decantation
2) Decanting over #200 sieve only
3) Hydrometer
4) Sieve analysis and hydrometer
Characterization Tests
1) Atterberg limits (LL and PL)
2) Water contents (oven dry)
3) Water contents (microwave dry)
4) Specific Gravity
5) Natural density
6) Organic content
7) pH determination
8) Shrinkage limit
9) Molding sample to specific moisture -density
10) Extrude and log Shelby tube samples
11) Cation Exchange Capacity Tests
12) Calcium Carbonate Test
Hydraulic Conductivity Tests
1) Constant head
2) Triaxial cell method with back -pressure saturation
Compaction Tests
1) Modified Proctor
2) Standard Proctor
3) CBR test
Consolidation tests
1) Standard 12 load increment test
2) Additional load increments
Strength tests
1) Unconfined compression tests on
soil (includes moisture & density)
2) Compression test concrete
Triaxial tests on soil
1) Unconsolidated-undrained
2) Consolidated-undrained with pore pressure measurements
and back -pressure saturation
Materials Laboratory Subtotal:
Additional laboratory testing fees available upon request
Ea 43.00
0.00
Ea 18.50
0.00
Ea 60.00
0.00
Ea 72.00
0.00
Ea
50.00
0.00
Ea
6.00
0.00
Ea
11.00
0.00
Ea
35.00
0.00
Ea
19.00
0.00
Ea
23.D0
0.00
Ea
15.00
0.00
Ea
60.00
0.00
Ea
77.00
0.00
Ea
20.50
b.00
Ea
36.00
0.00
Ea
112.00
0.00
Ea
160.D0
0.00
Ea
230.00
0.00
Ea
114.00
0.00
Ea
108.00
0.00
Ea/PI
81.00
0.00
Ea
286.00
0.00
Ea
17.50
0.00
Ea 47.00
0.00
Ea 9.00
0.00
Pt 110.00
0.00
Pt 300.00
0.00
EXH ITIT.L PAGE c OF,�
ENVIRONMENTAL DRILLING SERVICES1,2,3,4
GENERAL DRILLING SERVICES
Environmental Project Mobilization of drill rig, crew, and
1) equipment to site and retum4
LS
600.00
0 O
2) 3-1/4 in I.D. HSA (0-50 ft deep)
Ft
6.75
0.00
3) 3-1/4 in I.D. HSA (50-100 It deep)
Ft
8.75
0.00
4) 4-1/4 in I.D. HSA (0-50 ft deep)
Ft
6.75
0.00
5) 4-1/4 in I.D. HSA (50-100 it deep)
Ft
8.75
0.00
6) 6-1/4 in HSA Ream (0-50 ft deep)
Ft
9.00
0.00
7) 8-1/4 in HSA Ream (0-50 It deep)
Ft
14.50
0.00
8) 1 D-1/4 in HSA Ream (0-50 ft deep)
Ft
18.50
0.00
10) 2 in O.D. Split Spoon (Driven 18 in)
Ea
12.50
0.00
11) 2 in O.D. Split Spoon (Driven 24 in) from 0-50'
Ea
16.50
0.00
12) 2 in O.D. Split Spoon (Driven 24 in) from 50-100'
Ea
19.00
0.00
13) 3 in O.D. Split Spoon (Driven 18 in)
Ea
25.75
0.00
14) 3 in Shelby Tubes
Ea
52.00
0.00
15) California Sampler
Ea
52.00
0.00
16) NX Rock Core (3 in Borehole Diameter)
Ft
28.00
0.00
17) Rock Coring Setup
Ea
92.00
0.00
18) Concrete plug for boreholes w/o wells
Ea
20.50
0.00
19) Cutting through pavement
Inch
12.50
0.00
20) Casing advancer (0-50 ft)
Ft
21.50
0.00
21) Bulk Samples (50 Ibs)
Ea
30.75
0.00
GEOPROBE DRILLING SERVICES
1) Mobilization/demob
LS
312.00
0.00
2) Probe & crew
day
850.00
0.00
3) Probe & crew - Minimum charge
day
725.00
0.00
MATERIALS AND SUPPLIES
Monitoring Well Materials
1) 1 in Flush Sch 40 PVC Riser
Ft
1.80
0.00
2) 1 in Flush Sch 40 PVC Screen
Ft
3.10
0.00
3) 1 in Bottom plughop cap
Ea
4.15
0.00
4) 2 in Flush Sch. 40 PVC Riser
Ft
2.60
0.00
5) 2 in Flush Sch. 40 PVC Screen
Ft
5.65
0.00
6) Top Caps or Bottom Plugs
Ea
7.85
0.00
7) 2 in Lockable Top Caps
Ea
20.50
0.00
8) 4 in. Steel Protective Cover
Ea
82.00
0.00
9) 4 in Aluminum Protective Cover
Ea
225.00
0.00
10) 4 in Flush Sch 40 PVC Riser
Ft
5.15
0.DO
11) 4 in Flush Sch 40 PVC Screen
Ft
9.20
0.00
12) 4 in Top Caps or Bottom Plugs
Ea
16.35
0.00
13) 4 in Lockable Top Caps
Ea
26.75
0.00
14) 6 in Steel Protective Cover
Ea
108.00
0.00
15) 6 in Aluminum Protective Cover
Ea
335.D0
0.00
16) Bollards
Ea
100.00
0.00
Miscellaneous Monitoring Well Materials
1) Filter Pack Sand (50 lb. Bags)
Ea
6.50
0.00
2) Cement (94lb. Bags)
Ea
8.50
0.00
3) Bentonite Powder/Granules (50 lb. Bags)
Ea
13.D0
0.00
4) Bentonite Pellets (50 lb. Bucket)
Ea
59.00
0.DO
5) Flush Mount Well Cover
Ea
108.00
0.00
6) Concrete (40 lb. Bag)
Ea
8.50
0.00
7) Volclay (50 lb, Bag)
Ea
19.00
0.00
8) 55 gallon drums
Ea
45.00
0.00
EXHIBITS PAGE.Ir-)OF�
IV. MISCELLANEOUS RATES
1) Well Installation
..
Hr
118.00
0.00
2) Well Development
Hr
111.00
0.00
3) Decontamination of Equipment
Ea
17
0.00
4) Borehole Grouting
Ft
.50 6-50
0.00
5) Backfilling borings with neat cement or bentonite grout
Ft
8.25
6) Non -Operation Time: hauling water, staging cuttings
0.00
and/or drums, rig standby time, excess moving, utility
clearances, boring layout, etc.
Hr
110.00
0.00
7) Abandon 2 in. Monitoring Well In -place
Ft
6.50
8) Abandon 2 in. Monitoring Well by Overdrilling
Ft
20.00
0.00
9) State Well Installation/Abandonment Forms
Ea
20.00
0.00
V, EQUIPMENT RENTAL AND CREW EXPENSES
0.00
1) Use of ATV Mounted Drill Rig
-
Da Y
155.00
0.00
2) Special Decontamination materials, sample containers,
other special supplies, or equipment rental, Personnel
protective clothing and equipment in excess of normal
work attire, Traffic control, Site restitution, or
Necessary Fees and Permits
Cost + 10%
1.10
0.00
3) Bull Dozer assistance for site preparations or moving
equipment under adverse site conditions
Cost + 10%
1.10
0.00
4) Drill crew Lodging & Per -Diem (per crew/day)
Crew -Day
66.50
0.00
5) Concrete Saw
Day
77.50
0.00
6) Generator
Day
70.00
O.DO
7) Hot Water Pressure Washer
Day
125.00
0.00
Drilling Subtotal:
Drilling Notes:
1. These unit rates are for work under EPA "Level D" safety conditions.
2. All work to be performed on a non -union basis.
3. The unit rates listed above are based on no boring exceeding 100 ft.
4. Mobilization rates may vary based on the distance to the site from the Cardno ATC office in Indianapolis, Indiana.
PROJECT TOTAL
EXHIBIT
F PAGE _,a_0FJ.L