Midwest Geosciences Group/Eng/91,713/Transmission Line BurialMidwest Geos ciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
AGREEMENT FOR PROFESSIONAL SERVICES
THIS AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") is hereby made and entered into by
and between the City of Carmel, Indiana, acting by and through its Board of Public Works and Safety (hereinafter
"City"), and Midwest Geosciences Group, Inc. (hereinafter "Professional").
RECITALS
WHEREAS City owns and is responsible for the operation and maintenance of its property, personnel, public
works and infrastructure; and
and
WHEREAS, from time to time, City needs professional assistance in fulfilling its foregoing responsibilities;
WHEREAS, Professional is experienced in providing and desires to provide to City the professional services
("Services") referenced herein; and
WHEREAS, City desires to engage Professional as an independent contractor for the purpose of providing to
City the Services referenced herein;
NOW, THEREFORE, in consideration of the foregoing recitals and the covenants and conditions set forth
herein, City and Professional mutually agree as follows:
SECTION 1 INCORPORATION OF RECITALS
The foregoing Recitals are hereby incorporated into this Agreement and made a part hereof.
SECTION 2 SCOPE OF SERVICES
2.1 City desires to engage Professional as an independent contractor for the Services set forth in attached
Exhibit A, incorporated herein by this reference.
2.2 Professional understands and agrees that City may, from time to time, request Professional to provide
additional or modified Services to City. When City desires additional Services from Professional, the City
shall notify Professional of such additional Services desired, as well as the time frame in which same are to
be provided. Only after City has approved Professional's time and cost estimate for the provision of such
additional Services, has encumbered sufficient monies to pay for same, and has authorized Professional, in
writing, to provide such additional Services, shall such Services be provided by Professional to City. A copy
of the City's authorization documents for the purchase of additional Services shall be numbered and attached
hereto in the order in which they are approved by City.
2.3 Time is of the essence of this Agreement.
[S:\ContraclsTroLS� & Goods SwslEnginming12017\Mid—.t G—d.— Professional Smi—Contract.d-12612017 12:2.1 PM]
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
SECTION 3 CITY'S RESPONSIBILITIES
3.1 City shall provide such information as is reasonably necessary for Professional to understand the Services
requested.
3.2 City shall provide all data required for provision of Services. Professional may assume that all data so
provided is correct and complete.
3.3. City shall arrange for Professional to enter upon public and private property as reasonably required for
Professional to perform the Services.
3.4 City shall designate payment of the Services from City budget appropriation number 94-650.04 funds.
3.5 City shall designate the Mayor or his duly authorized representative to act on City's behalf on all matters
regarding the Services.
SECTION 4 PROFESSIONAL'S RESPONSIBILITIES
4.1 Professional shall perform the Services pursuant to the terms of this Agreement and within any applicable
time and cost estimate.
4.2 Professional shall coordinate with City its performance of the Services.
4.3 Professional shall provide the Services by following and applying at all times reasonable and lawful
standards as accepted in the industry.
SECTION 5 COMPENSATION
5.1 Professional estimates that the total price for the Services to be provided to City hereunder shall be no more
than Ninety One Thousand Seven Hundred Thirteen Dollars ($91,713.00) (the "Estimate"). Professional shall
submit an invoice to City no more than once every thirty (30) days for Services provided City during the time
period encompassed by such invoice. Invoices shall be submitted on a form containing the same information
as that contained on the Professional Services Invoice attached hereto as Exhibit B, incorporated herein by
this reference. City shall pay Professional for all undisputed Services rendered and stated on such invoice
within thirty five (35) days from the date of City's receipt of same.
5.2 Professional agrees not to provide any Services to City that would cause the total cost of same to exceed the
Estimate, without City's prior written consent.
]S1ContrnctslPmBL &G-6 Sws\Engineeriog120171N5d—t G—i—Group Prokssionnl Scvi= Cmct.d-1261201712;24 PM]
2
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
SECTION 6 TERM
Unless otherwise terminated in accordance with the termination provisions set forth in Section 7.1
hereinbelow, this Agreement shall be in effect from the Effective Date through December 31, 2017, and shall,
on the first day of each January thereafter, automatically renew for a period of one (1) calendar year, unless
otherwise agreed by the parties hereto.
SECTION 7 MISCELLANEOUS
7.1 Termination
7.1.1 The obligation to provide all or any portion of the Services under this Agreement may be terminated
by City or Professional, without cause, upon thirty (30) days' notice.
7.1.2 The obligation to provide all or any portion of the Services under this Agreement may be terminated
by City, for cause, immediately upon Professional's receipt of City's "Notice To Cease Services."
7.1.3 In the event of full or partial Agreement termination, and as full and complete compensation
hereunder, Professional shall be paid for all such Services rendered and expenses incurred as of
the date of termination that are not in dispute, except that such payment amount shall not exceed
the Estimate. Disputed compensation amounts shall be resolved as allowed by law.
7.2 Binding Effect
City and Professional, and their respective officers, officials, agents, partners and successors in interest are
bound to the other as to all Agreement terms, conditions and obligations.
7.3 No Third Party Beneficiaries
Nothing contained herein shall be construed to give rights or benefits to anyone other than the parties
hereto.
7.4 Relationship
The relationship of the parties hereto shall be as provided for in this Agreement, and neither Professional nor
any of its agents, employees or contractors are City employees. Professional shall have the sole
responsibility to pay to or for its agents, employees and contractors all statutory, contractual and other
benefits and/or obligations as they become due. Professional hereby warrants and indemnifies City for and
from any and all costs, fees, expenses and/or damages incurred by City as a result of any claim for wages,
benefits or otherwise by any agent, employee or contractor of Professional regarding or related to the subject
matter of this Agreement. This indemnification obligation shall survive the termination of this Agreement.
1S:1Contracls\ProfS-s & Goods Sws\Engincering120171Mid-1 Geosciences Group Professional Services Controa.dec:1262017 12:24 PM]
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
7.5 Insurance
Professional shall procure and maintain with an insurer licensed to do business in the State of Indiana such
insurance as is necessary for the protection of City and Professional from all claims under workers'
compensation, occupational disease and/or unemployment compensation acts, because of errors and
omissions, because of bodily injury, including, but not limited to, the personal injury, sickness, disease, or
death of any of Professional's employees, agents or contractors and/or because of any injury to or
destruction of property, including, but not limited to, any loss of use resulting therefrom. The coverage
amounts shall be no less than those amounts set forth on attached Exhibit C. Such insurance policies shall
not be canceled without thirty (30) days' prior written notice to City.
7.6 Liens
Professional shall not cause or permit the filing of any lien on any of City's property. In the event such a lien
is filed and Professional fails to remove it within ten (10) days after the date of filing, City shall have the right
to pay or bond over such lien at Professional's sole cost and expense.
7.7 Default
In the event Professional: (a) repudiates, breaches or defaults under any of the terms or conditions of this
Agreement, including Professional's warranties; (b) fails to perform the Services as specified; (c) fails to
make progress so as to endanger timely and proper completion of the Services and does not correct such
failure or breach within five (5) business days after receipt of notice from City specifying same; or (d)
becomes insolvent, files, or has filed against it, a petition for receivership, makes a general assignment for
the benefit of creditors or dissolves, each such event constituting an event of default hereunder, City shall
have the right to terminate all or any part of this Agreement, without liability to Professional and to exercise
any other rights or remedies available to it at law or in equity.
7.8 Government Compliance
Professional agrees to comply with all laws, executive orders, rules and regulations applicable to
Professional's performance of its obligations under this Agreement, all relevant provisions of which being
hereby incorporated herein by this reference, to keep all of Professionals' required professional licenses and
certifications valid and current, and to indemnify and hold harmless City from any and all losses, damages,
costs, liabilities, damages, costs and attorney fees resulting from any failure by Professional to do so. This
indemnification obligation shall survive the termination of this Agreement.
7.9 Indemnification
Professional shall indemnify and hold harmless City and its officers, officials, employees and agents from all
losses, liabilities, claims, judgments and liens, including, but not limited to, all damages, costs, expenses and
attorney fees arising out of any intentional or negligent act or omission of Professional and/or any of its
employees, agents or contractors in the performance of this Agreement. This indemnification obligation shall
survive the termination of this Agreement.
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4
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
7.10 Discrimination Prohibition
Professional represents and warrants that it and each of its employees, agents and contractors shall comply
with all existing and future laws prohibiting discrimination against any employee, applicant for employment
and/or other person in the subcontracting of work and/or in the performance of any Services contemplated by
this Agreement with respect to hire, tenure, terms, conditions or privileges of employment or any matter
directly or indirectly related to employment, subcontracting or work performance hereunder because of race,
religion, color, sex, handicap, national origin, ancestry, age, disabled veteran status or Vietnam era veteran
status. This indemnification obligation shall survive the termination of this Agreement.
7.11 E -Verify
Pursuant to I.C. § 22-5-1.7 et seq., Professional shall enroll in and verify the work eligibility status of all of its
newly -hired employees using the E -Verify program, if it has not already done so as of the date of this
Agreement. Professional is further required to execute the attached Affidavit, herein referred to as Exhibit D,
which is an Affidavit affirming that: (i) Professional is enrolled and is participating in the E -verify program, and
(ii) Professional does not knowingly employ any unauthorized aliens. This Addendum incorporates by
reference, and in its entirety, attached Exhibit D. In support of the Affidavit, Professional shall provide the City
with documentation that it has enrolled and is participating in the E -Verify program. This Agreement shall not
take effect until said Affidavit is signed by Professional and delivered to the City's authorized representative.
Should Professional subcontract for the performance of any work under this Addendum, the
Professional shall require any subcontractor(s) to certify by affidavit that: (i) the subcontractor does not
knowingly employ or contract with any unauthorized aliens, and (ii) the subcontractor has enrolled and is
participating in the E -verify program. Professional shall maintain a copy, of such certification for the duration
of the term of any subcontract. Professional shall also deliver a copy of the certification to the City within
seven (7) days of the effective date of the subcontract.
If Professional, or any subcontractor of Professional, knowingly employs or contracts with any
unauthorized aliens, or retains an employee or contract with a person that the Professional or subcontractor
subsequently learns is an unauthorized alien, Professional shall terminate the employment of or contract with
the unauthorized alien within thirty (30) days ("Cure Period"). Should the Professional or any subcontractor of
Professional fail to cure within the Cure Period, the City has the right to terminate this Agreement without
consequence.
The E -Verify requirements of this Agreement will not apply, should the E -Verify program cease to exist.
7.12 Severability
If any provision of this Agreement is held to be invalid, illegal or unenforceable by a court of competent
jurisdiction, that provision shall be stricken, and all other provisions of this Agreement that can operate
independently of same shall continue in full force and effect.
[S:1ContractsTroLSv & Goods SvcatEngineering12017\Midw t Gcasciences Group Professional Services Contract.doc: 1262017 12.24 PM]
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
7.13 Notice
Any notice, invoice, order or other correspondence required or allowed to be sent pursuant to this Agreement
shall be written and either hand -delivered or sent by prepaid U.S. certified mail, return receipt requested,
addressed to the parties as follows:
CITY:
City of Carmel
Department of Engineering
One Civic Square
Carmel, Indiana 46032
ATTENTION: Jeremy Kashman
PROFESSIONAL:
Midwest Geosciences Group, Inc.
Dan Kelleher, PG, CIPM
1950 Greyhound Pass
Suite 18-200
Carmel, IN 46033
dan@midwestgeo.com
Douglas C. Haney
Corporation Counsel
One Civic Square
Carmel, Indiana 46032
Notwithstanding the above, City may orally provide to Professional any notice required or permitted by this
Agreement, provided that such notice shall also then be sent as required by this paragraph within ten (10)
business days from the date of such oral notice.
7.14 Effective Date
The effective date ("Effective Date") of this Agreement shall be the date on which the last of the parties
hereto executes same.
7.15 Governing Law: Lawsuits
This Agreement shall be governed by and construed in accordance with the laws of the State of Indiana,
except for its conflict of laws provisions, as well as by all ordinances and codes of the City of Carmel,
Indiana. The parties agree that, in the event a lawsuit is filed hereunder, they waive any right to a jury trial
they may have, agree to file such lawsuit in an appropriate court in Hamilton County, Indiana only, and agree
that such court is the appropriate venue for and has jurisdiction over same.
7.16 Waiver
Any delay or inaction on the part of either party in exercising or pursuing its rights and/or remedies hereunder
or under law shall not operate to waive any such rights and/or remedies nor in any way affect the rights of
such party to require such performance at any time thereafter.
[SAContractsTroLSvcs & Goods SvcslEngineering\20MMidmat Geosclenca Group Professional Savica Contract.doc: 1262017 12:24 PMl
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
7.17 Non -Assignment
Professional shall not assign or pledge this Agreement nor delegate its obligations hereunder without City's
prior written consent.
7.18 Entire Agreement
This Agreement contains the entire agreement of and between the parties hereto with respect to the subject
matter hereof, and no prior agreement, understanding or representation pertaining to such subject matter,
written or oral, shall be effective for any purpose. No provision of this Agreement may be amended, added to
or subtracted from except by an agreement in writing signed by both parties hereto and/or their respective
successors in interest. To the extent any provision contained in this Agreement conflicts with any provision
contained in any exhibit attached hereto, the provision contained in this Agreement shall prevail.
7.19 Representation and Warranties
Each party hereto represents and warrants that it is authorized to enter into this Agreement and that any
person or entity executing this Agreement on behalf of such party has the authority to bind such party or the
party which they represent, as the case may be.
7.20 Headings
All headings and sections of this Agreement are inserted for convenience only and do not form a part of this
Agreement nor limit, expand or otherwise alter the meaning of any provision hereof.
7.21 Advice of Counsel
The parties warrant that they have read this Agreement and fully understand it, have had an opportunity to
obtain the advice and assistance of counsel throughout the negotiation of same, and enter into same freely,
voluntarily, and without any duress, undue influence or coercion.
7.22 Copyright
City acknowledges that various materials which may be used and/or generated by Professional in
performance of Services, including forms, job description formats, comprehensive position questionnaire,
compensation and classification plan and reports are copyrighted. City agrees that all ownership rights and
copyrights thereto lie with Professional, and City will use them solely for and on behalf of its own operations.
City agrees that it will take appropriate action with its employees to satisfy its obligations with respect to use,
copying, protection and security of Professional's property.
7.23 Personnel
Professional represents that it has, or will secure at its own expense, all personnel required in performing the
services under this agreement. Such personnel shall not be employees of or have any contractual
relationship with City. All of the services required hereunder will be performed by Professional or under his
supervision and all personnel engaged in the work shall be fully qualified to perform such services.
[SAGoomcts\ProLS-s & Good Sv \Engineering\20MMid—t Geosciences Group Professional Services Connadoc:1/262017 12:24 PM]
Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
7.24 Records and Inspections
Professional shall maintain full and accurate records with respect to all matters covered under this
agreement for three (3) years after the expiration or early termination of this Agreement. City shall have free
access at all proper times to such records and the right to examine and audit the same and to make
transcripts there from, and to inspect all program data, documents, proceedings and activities.
7.25 Accomplishment of Project
Professional shall commence, carry on, and complete the project with all practicable dispatch, in a sound
economical and efficient manner, in accordance with the provisions thereof and all applicable laws. In
accomplishing the project, Professional shall take such steps as are appropriate to ensure that the work
involved is properly coordinated with related work being carried on within City's organization.
7.26 Iran Certification
Pursuant to I.C. § 5-22-16.5, the Professional shall certify that, in signing this Agreement, it does not engage
in investment activities within the Country of Iran.
7.27 Access to Public Records Act
Professional understands and agrees that any "public record", as that term is defined in Indiana Code 5-14-3-
2(m), as amended, that is related to the subject matter of this Agreement, whether the same is in the
possession or control of the Professional or the City, shall be subject to release under and pursuant to the
provisions of Indiana's Access to Public Records Act, as codified in Indiana Code 5-14-3-1, et s�Mc., as
amended.
(remainder of page intentionally left blank)
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Midwest Geosciences Group, Inc.
Engineering - 2017
Appropriation: 94-650.04, COIT Bond Fund; P.O. 100075
Contract Not To Exceed $91,713.00
IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement as follows:
CITY OF CARMEL, INDIANA
by and through its Board of Public
Works and Safety
AM
s Brainard, Presiding Officer
Date: <j_-j—t'j_
ATTEST:
Cr
y Cler -Tre urer
Date: Y /�,
Midwest Geosciences Group, Inc.
Authorized Signature
Printed Name: 0
1 e
Title:
FID/TIN: 7 l ' 2 % 3
Last Four of SSN if Sole Proprietor: (�
Date: 03 Fe -6 �� l
�s:lCmuracuWmi.s nc A•Guod Sncs�F gioecring�t01T\rdwxaC cicixYs Cmup l4ufcswunalSmim C�mvan.S�c1/?61?11171124 M11
3osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation
Midwest GeoSciences Group Proposal for the Subsurface
Investigation and Geotechnical Report
Carmel Redevelopment 69kV Underground Relocation Project
The purpose of the project is to investigate subsurface conditions and prepare a geotechnical report for the
proposed Carmel Redevelopment 69 -kV Underground Relocation Project in support of Burns & McDonnell's
(ENGINEER) design efforts for the City of Carmel (CITY) and Duke Energy (OWNER).
The project is being undertaken because the existing 69 -kV circuit is located overhead on wood pole structures
and the OWNER is relocating the 69 -kV circuit underground to facilitate proposed development.
This Proposal confirms' 'our understanding of the Technical Guidelines prepared by Burns and McDonnell for
the Cityof Carmel and Duke Energy. Plus, we've added more specifics about how we build upon the Technical
Guidelinesthrough our approach to characterize the geologic setting as well as the geotechnical testing and de-
sign. Our proposal outlines the tasks to be performed, identifies ways to manage expected uncertainties, and the
value-added edge by selecting Midwest GeoSciences Group, Inc. for the work.
Selecting Midwest GeoSciences Group for this project brings added value by
adding special technical expertise and communications skills required for this
proj ect:
GEOSCIENCES
:vvw.r�tdresty7o7071 gt'OUp
Technical Expertise. The Technical Guidelines for the proposal
indicate expected uncertainty about subsurface conditions along the
proposed relocation route. This may require additional investigation
(more borings, deeper borings, test pits, CPT testing, laboratory
geotechnical testing, etc.). Midwest GeoSciences Group's field staff
specializes in assessing field conditions and their significance to
project objectives. We can readily identify unanticipated conditions
and their impact on achieving project objectives, helping to minimize
budget and schedule impacts.
Communication and Technology. Communication about the field
investigation to all of the project partners is essential. No one should
be left in the dark, and everyone should clearly understand what is
happening, with no confusing jargon. Midwest GeoSciences Group
routinely provides daily field updates using cloud technology, and,
should unanticipated conditions be encountered, make that notification
as soon as practical. Midwest GeoSciences technical expertise will
help identify possible options to any unanticipated conditions, and
work with project partners to select a favorable solution.
Financial Savings and Project Value. The bottom line to our
expertise and communication is unsurpassed value to the CITY. Our
budget estimate is reliable with no hidden fees. The CITY will benefit
on both the short and long term from choosing Midwest GeoSciences
Group for this important project.
Page 1
December 13, 2016 //pl1
)osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Prc
GEOSCIENCES group
MIDWEST GEOSCIENCES GROUP PROPOSAL
This Proposal is organized in the same order of service elements listed in the
Technical Guidelines:
1. Review of Available Literature Regarding Subsurface Conditions
2. Soft Dig Techniques Prior to Drilling to Verify Clearances of
Subsurface Utilities and Structures
3. Subsurface Exploration Program
A. Utility Clearance
B. Traffic Control
C. Borehole Logging by an experienced geologist or geotechnical
engineer
D. Site Restoration
E. Applicable Standards
F. Borings
G. Boring Methods
H. Soil and Rock Sampling
4. Geothermal Sampling and Testing
5. Field Resistivity Survey
6. Laboratory Testing of Soil and Rock
7. Subsurface Investigation and Geotechnical Report
Midwest Geosciences Group will review available geological publications and
data for the site area, identifying any pertinent information regarding the ge-
ology, geotechnical data, water resources, geologic hazards, and other infor-
mation that will assist in helping understand subsurface conditions at the site.
Pertinent information will be included in the Subsurface Investigation and
Geotechnical Report.
Safety and the preservation of existing structures are fundamental concerns.
To begin each boring, soft dig techniques using a Hydro -Vac or similar
procedure will be used to start the hole to a depth of 2 to 3 feet to check for
undetected utilities or buried objects. Drilling will then proceed with caution
while collecting samples. Costs for Soft Dig Techniques are included in our
drilling subcontractor's bid.
There are several aspects to the subsurface exploration program: coordination
of utility clearance, coordination of traffic control, full-time borehole logging
by an experienced geologist or geotechnical engineer, site restoration involv-
ing patching asphalt or concrete on completion of drilling, applicable stand-
ards, boring schedule, boring methods, and soil and rock testing.
Page 2
December 13, 2016
qr, 7� E-3 I
20f (I
Proposal: Subsurface
and Geotechnical
GEOSCIENCES
t%Vmrn1i1"$tae0.4FM gf Oup
for Carmel
69kV Underground Relocation Project
A. Utility Clearance
Midwest GeoSciences Group will be responsible for seeing that utility clear-
ance is completed prior to any subsurface investigation.
B. Traffic Control
Traffic safety and minimizing disruption are among the highest priority.
Midwest GeoSciences Group will coordinate traffic control for this field in-
vestigation.
C. Borehole Logging by an Experienced Geologist
A professional geologist experienced with the geology of Carmel, IN will log
the borings and document geotechnical measurements in the field using N -
values from Standard Penetration Testing, compressive strength using a
standard pocket penetrometer, and shear strength using a Torvane Tester.
P. Site Restoration
Upon completion of the drilling, asphalt or concrete will be patched to meet
the existing pavement type. We comply with the CITY restoration
requirements in order to maintain the beauty of the city both during and after
work completion. Our field approach is efficient and tidy in order to
minimize drilling duration while giving public courtesy.
E. Applicable Standards
Work be completed to the standards presented in the project's Technical
Guidelines. Midwest GeoSciences Group will complete all work related to
the drilling, logging, and sampling of soil and rock, and all field and laborato-
ry testing, in accordance with ASTM Standards. In addition, standards refer-
enced in "Methods of Soil Analysis, Part 2, Chemical and Microbiological
Properties," Number 9 in Agronomy Series will be followed for (1) Soluble
Sulfates by the BaC12 Titration Method, and (2) Chloride Ion by Silver Nitrate
Titration Method.
F. Borings
Borings will be completed at locations given in Table 1, Boring Schedule,
provided in the Technical Guidelines. Surveying shall be completed by others
and shall not be a part of Midwest GeoSciences scope of work.
Page 3
December 13, 2016
SH
Proposal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Pro
TARTA I� RORNO sCFT YJTR
Boring
Desi nation
LatitudeLongitude
Boring
Depth
(ft.)
Intent of Boring
C
BMeD B1
39.573677'
-S6.074678'
30
Overhead Structure
BMeD B2
39.5740390
-86.074671'
30
Overhead Structure
BMeD B3
39.96245150
-86.1285379°
10
Duct Bank
BN1cD B3
Offset
39 9624513°
-86.12860920
10
Duct Bank
BN;1cD B4
39.5751090
-86.0742070
10
Splice Vault/Duct Bank
B&fcD B5
39.5757170
-86.074233'
10
Duct Bank
Bi\ICD B6
39.5801630
-S6.074496'
10
Splice V.ault/Duct Bank
BMeD B7
39.5822000
-86.0742550
30
Overhead Structure
13NIeD138
39.582917'
-86.074693'
10
Duct Bank
BMeD B9
39.583418°
-86.074230°
10
Splice Vault/Duct Bank
Bi161) B 10
39.584106'
-96.0742286
10
Duct Banti
BMeD B 11
39.5845700
-86.0740440
30
Overhead Structure
Midwest Geosciences Group will be responsible for coordinating with the
OWNER and/or CITY to determine the requirements and access to the boring
locations and will also contact the CITY for determining restoration require-
ments. The CITY will provide right-of-way activity permit for the subsurface
exploration and Midwest GeoSciences Group will adhere to the conditions of
that permit. Midwest Geosciences Group will also be responsible for determin-
ing locations of utilities in the vicinity of the actual test locations with OWN-
ER, CITY, and other local agencies.
Boring locations may be adjusted in the field to avoid utilities, overhead ob-
structions, or to permit easier access, provided approval of OWNER. If ap-
proved, the final location shall be noted on the boring log. Offsets shall not ex-
ceed 15 feet from the original location unless approved in advance by the
OWNER. When a test location is offset from the proposed location, the offset
boring shall be surveyed. Midwest GeoSciences Group will note the elevation
on each boring log.
Each boring shall be advanced to a minimum penetration in the soil as defined
above or to auger refusal in bedrock. At this time, it is not anticipated that bed-
rock will be encountered. If necessary, Midwest GeoSciences Group will per-
form deepened borings to prevent termination of the borings in unacceptably
soft clay or loose sand deposits.
Identifying and Managing Uncertainties
As noted in the Technical Guidelines for the project, additional borings, deep-
ened borings, test pits, cone penetrometer soundings, in-situ testing, or other
investigation techniques may be required to provide the information requested
in the Report. If so, they are to be approved in advance by the OWNER.
midivest
GEOSCIENCES Page 4 December 13, 2016
rnvw,m�wcstc�.com
group Q�
T /ate
<<0 eft
: Subsurface
and Geotechnical
for Carmel
69kV Underground Relocation Project
Value -Added by Selecting Midwest GeoSciences Group
Midwest GeoSciences Group specializes in recognizing unanticipated subsur-
face conditions, communicating that information and its significance to every-
one on the project team, and providing options to help the project team select
an effective solution. Timely recognition and action can minimize the impact
to changes in budget and schedule.
G. Boring Methods
Our cost estimate is based on the collecting samples at 2.5 feet intervals
down to 10 feet and 5 feet intervals hereafter, the scope provided in the
project Technical Guidelines. Our professional geologist will personally log
the boring in the field using ASTM D2488 combined with the key additional
-
descriptive elements to take the mystery out of the subsurface. He will
characterize the geologic framework and document geotechnical
measurements in the field using N -values from the Standard Penetration
Testing, compressive strength using a standard pocket penetrometer, and
shear strength using a Torvane Tester.
Sample quality is paramount. Borings will be advanced with drilling methods
that minimize the potential for disturbance, sloughing, or mixing of materials
within soil samples. If water is encountered in cohesionless material within a
borehole, rotary wash drilling methods with bentonite or polymer slurry will be
used in which positive head is maintained within the hole. Water levels en-
countered as well as the drilling method will be indicated on boring logs or
within the Report.
If necessary, Midwest GeoSciences Group will perform deepened borings to
prevent termination of the borings in unacceptably soft clay or loose sand de-
posits. Unless otherwise specified by the OWNER, the minimum required soil
or rock strength to terminate borings BMcD B1, BMcD B2, BMcD B7, and
i
BMcD B 11 at the designated minimum boring depth shall be as follows:
a. Standard Penetration Test, N > 8
b. Cohesion, c > 1000 psf based on calibrated hand penetrometer,
torvane or field vane shear test
Upon completion"of drilling and water -level measurement, boreholes will be
backfilled in general accordance with the specific requirements of applicable
federal, state, and local agencies. Based on the anticipated low -permeability
glacial deposits, Midwest GeoSciences Group proposes using a High Solids
Mix Ratio or Bentonite for borehole sealing. Both Barroid and CETCO
manufacturer's specifications exhibit a hydraulic conductitity of 10E-08
cm/sec when mixed properly which will prevent water from moving
vertically in the borehole. Proper borehole sealing and documentation
protects the CITY from liabilities related to downward movement of ground
water through the borehole into a buried sand -and -gravel aquifer, if
encountered. We routinely deliver this backfill protection and
midwest
GEOSCIENCES
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GEOSCIENCES
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decommissioning through specifications, field confirmation, and
documentation. Borings shall be patched in accordance with the overlying
pavement type.
We understand that contamination is not expected at any of the boring
locations for this project. However if we observe contamination in a boring,
we will immediately notify the CITY while capturing the drill cutting and
drill fluids in a dedicated drum for removal and disposal to an off-site
location at the direction of the CITY. Costs associated with encountering
contaminated soils are not included in this proposal.
Bedrock is not indicated within 50 of the ground surface in regional
mapping, and we do not expect to encounter bedrock in any borings.
However, if bedrock should be encountered, rock coring in competent
bedrock will be completed using NX -size, double -tube rock coring
techniques. Detailed rock core descriptions will include information
regarding rock type, rock formation, degree of hardness, extent of
weathering, percentage of recovery, and Rock Quality Designation (RQD)
values. Unit prices for rock coring are included in the proposal cost estimate.
Identifying and Managing Uncertainties
The Technical Guidelines call for Standard Penetration Test (SPT) sampling
of cohesionless soils (sands, gravels, and non -plastic silts) and Thin -Walled
Tube sampling of cohesive soils (clays and plastic silts). The problem with
this sampling is that there is no advance knowledge of whether the soils to be
encountered will be cohesionless or cohesive. Furthermore, it is not possible
to know what soil types occur within Thin -Walled Tubes.
To solve these problems, Midwest GeoSciences Group proposes the
following two-step common-sense approach:
• Do an initial pilot boring using continuous SPT techniques to
identify the subsurface soils and sequence.
• Sample targeted cohesive soil intervals in a second boring using
the Thin -Walled Tube sampling method.
This ensures — without a doubt - that the subsurface materials are correctly
identified, sampled and properly tested to meet project objectives. Bottom
line: we execute what Technical Guidance document stipulates which is
conducting tests that are rationale to the site stratigraphy instead of just
blindly collecting samples according a random depth.
Sampling intervals specified in the Technical Guidelines call for samples at
2.5 feet intervals down to 10 feet and 5 feet intervals beyond the 10 feet
depth. Interval sampling creates uncertainty. Boundaries between geologic
materials and formations can be missed; thin units, such as a thin outwash
sands that may cause groundwater inflow into excavations and excavation
instability, might be missed. Midwest GeoSciences Group proposes
Page 6
December 13, 2016
)osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation
continuous SPT sampling of the pilot borings to eliminate these
uncertainties. An alternative cost for continuous sampling is included in our
proposal since the cost is comparable to interval sampling, but allows a more
reliable resolution of the subsurface for final analysis.
Value -Added by Selecting Midwest GeoSciences Group
Midwest GeoSciences Group is internationally recognized for Taking the
Mystery Out of the Subsurface ® in order that project objectives can be
successfully achieved. We think on our feet in the field, synthesizing what
we encounter in the field — not collecting data for later analysis in the office.
On-site technical decision making is a critical element of this project and we
are capable of bringing these skills to the CITY by providing seasoned field
staff for the project. For example, we routinely prepare field diagrams
during the drilling program to provide a rationale for geotechnical sample
collection and testing that considers both site stratigraphy and foundation
depths instead of random selections based on depth or spacing alone. This in-
field QA/QC system benefits projects by allowing client participation in
decision making on a daily basis as they have the opportunity to evaluate as
the field investigation progresses.
Our approach is developing a stratigraphic framework to evaluate the
distribution of subsurface glacial deposits and the ground water movement
through them. This contrasts with the standard practice in the environmental
industry which typically uses the Unified Soil Classification System (USCS)
alone as the basis for stratigraphic differentiation and correlation, a practice
that is not reliable because soil classifications are not limited to a single
geologic unit.
inidivest
GEOSCIENCES
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Page 7
p� December 1„„3, 2016
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)osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Pro
CEOSCIENCES
VMAV.M,VWe6tgc0.ccn groin
a. Pre -Field Planning
Our pre -field efforts pay dividends when unanticipated subsurface conditions
are encountered during field activities. The CITY, ENGINEER, and OWN-
ER all benefit from our preparedness.
Project Kickoff Meeting
During this meeting, personnel from the CITY, ENGINEER, and
CONSULTANT (the OWNER is invited and may want to participate)
become better acquainted, the overall project plan, approach, and objectives
are reiterated and confirmed, and the responsibilities of each member of the
project team are defined.
b. Familarity with Local and Regional Geology
Midwest GeoSciences is headquartered in Carmel, IN and well acquainted
with the geology of the city and region.
c. Collaboration with the Indiana Geological Survey
nsThe Midwest GeoSciences Group, Inc. has
collaborated with the Indiana Geological Survey for
over 15 years.
For example, Clay Terrace in Carmel was the location
of a public educational event in June 2016 conducted by Midwest
GeoSciences Group. Assistance from Dr. Henry Loope from the IGS
offered the residents of Carmel a up -close -and -personal look at the geologic
history and glacial stratigraphy beneath the City of Carmel.
Our drilling and boring log information was used as a model for high-
quality soil descriptions. The IGS showcased our work and added it into the
regional geologic mapping framework as a "smart hole" to enhance the
understanding of state-wide units.
d. Boring Logs that Take the Mystery Out of the Sub-
surface.
Our soil boring logs typically exceed the guidelines of ASTM D 2488,
Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification) in order that that they take the mystery out of the subsurface.
As a consequence, they include additional information such as the geologic
material, formation, and sedimentary structure, properties that are essential
to identifying and understanding subsurface geologic units. We invite
comparison with any other consultants boring logs.
Page 8
December 13, 2016
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)osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69W Underground Relocation Pre
Our soil boring logs include the following information useful to both
engineers and hydrogeologists:
• Consistency or Density
• Color (using Munsell color charts)
• USCS classification
• Field moisture status,
• Plasticity,
• Cohesiveness,
• Sedimentary structure,
• Weathering zone (including carbonate status)
• Secondary soil structure and horizon (if present),
• Secondary features (if present, such as roots, secondary
fracturing, secondary concretions, etc.),
• Lithologic modifiers (such as percent sand, gravel, fines, grain
size or clast information),
• Stratigraphic contact,
• Depositional environment, and
• State geological survey stratigraphic unit name.
Not only do we describe soil accurately and completely, we understand what
the subsurface sequence means with respect to meeting project objectives. To
see the high quality of our boring logs and attention to detail you can expecting
from of our work, here is an example of our work from an SPT drilling project:
midwest
GEOSCIENCES Page 9 December 13, 2016
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midwest
GEOSCIENCES Page 9 December 13, 2016
1
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Subsurface I
and Geotechnical
?77
for Carmel
69kV Underground Relocation Project
e. Field Documentation as an Integral Part of QA/QC
The role of the field geologist includes maintaining all field documentation
such as daily time logs, daily drilling summaries, boring logs, grout batch
records, and any other project -specific documentation such as health and safety
documentation, borehole decommissioning forms, etc. Midwest GeoSciences
Group excels at comprehensive field documentation. While all pertinent forms
are completed in the field, we believe in comprehensive field documentation
because (1) it acts as a checklist for field personnel so that important
procedures are not overlooked; (2) it documents the procedures and materials
used and encountered for the project that and makes that information available
for client and regulatory agency review; and (3) it provides an historical record
that can be referenced anytime in the future as the if materials and procedures
need to be known.
f. Field Testing
Midwest GeoSciences Group commonly tests Unconfined Compressive
Strength (Qu) using a series of pocket penetrometer measurements and
Directional Shear Strength (Su) using a Torvane Shear Tester. These field
tests are standard for our work, do not require extra time, and are provided
free of charge —and bring additional value in addition to the N -values
recorded from Standard Penetration Testing. Both Qu and Su values are
documented on the field boring log and transferred to the Final Boring Logs.
Highly Qualified Drilling Subcontractor
For this project, Midwest
GeoSciences Group has selected
AAkATC Group Serivices LLC of
I C
Jffr T Fishers, IN as our primary drilling
subcontractor. Our selection of
VUf3i 'IMERM s 9EUROMIM Environmental Field Services was
RINIMPM9 SV.rFRCL9 ° E based not only on the favorable
drilling rates, but also on our experience that has shown their drillers to be the
efficient, well prepared, and experienced in coping with the sometimes difficult
drilling conditions that can be encountered when drilling Midwestern glacial
sequences.
Borehole Backfill Decommissioning
Midwest GeoSciences Group concurs with the borehole sealing requirements
outlined in the City of Carmel Wellhead Protection Ordinance. Experience has
shown that borehole backfill (decommissioning) is a very important element
for protecting ground water. Midwest GeoSciences Group is a leader in the
industry in understanding and documenting borehole decommissioning for
environmental and engineering projects.
We collaborate with major manufacturers of borehole sealing material and
Page 10 December 13, 2016
3osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation
have helped publish best practice guidelines - and even taught classes to other
consultants - about the variables that must be considered with sealing open
boreholes.
We understand the CITY stresses best practices for borehole decommissioning
too. Both the CITY and Midwest GeoSciences Group advocate using the same
effective approach for sealing boreholes. We suggest using a high solids mix
ratio pumped in slurry form. We in turn, field verify that every mix ratio is
properly prepared by measuring water and grout mix coupled with weighing
each mixed batch with a scale to ensure specified density. We measure and
record each grout batch on the Borehole Decommissioning Record.
The benefit of proper borehole sealing is protecting the ground water and the
priceless aquifers we depend on for drinking water — we do not short-cut this
important project attribute.
g. Health and Safety Procedures
Safety extends beyond the limits of our work boundary. We are responsible for
the general safety of workers during the project and we protect the public from
project hazards. A Health and Safety plan will be developed and ready prior to
work commencing.
The H&S plan will include a hazard analysis and will be reviewed daily during
pre -work meetings. All personnel conducting drilling activities will be
qualified in proper drilling and safety procedures. We will adhere to special
safety requirements related to work access areas and are courteous to all public
spectators.
The drilling rig and associated field equipment will be checked periodically to
ensure it is in working order. Daily inspections will be documented on Daily
Time Logs.
h. Security, Site Access and Other Special Issues
Safety becomes number one priority so we create a safe zone around our work
area that alerts us when the public is approaching the work zone — we keep
them in the public area. We politely welcome any visitors however we refer
questions about the project to the CITY.
Prior to commencement of drilling activities, we steam clean all drill rig
equipment. Drilling will occur in areas that have no known contamination, so
standard equipment cleaning is expected to be sufficient between locations.
Cleaning will not occur at the drilling location in order to aid site restoration
and to avoid unnecessary containment of wash fluids.
We shall obtain and conform to all permits required to perform this scope of
work on CITY property.
We understand that non-union labor may be used for the drilling and geologic
work.
midwest
GEOSCIENCES Page 11 December 13, 2016
tvtv,Y.mtaweslgCO:CCm group
)osal: Subsurface Investi
and Geotechnical
for Carmel
H. Soil and Rock Sampling
69kV Underground Relocation Project
Subsurface sampling will be conducted following the Technical Guidelines.
Standard Penetration Testing will be used to obtain samples at 2.5 feet intervals
down to 10 feet and 5 feet intervals beyond by the following methods:
a. Split -Barrel Sampler (SPT) or Ring -Lined Barrel Sampling in
cohesionless soils (sands, gravels, non -plastic silts), and cohesive soils
(clays and plastic silts) where a disturbed sample is appropriate or a
Shelby tube cannot be obtained (hard soils); D 1586 or D3550.
b. Thin -Walled Tube (Shelby) in cohesive soils (clays, plastic silts and
materials with cohesive binder); D 1587.
c. Samples for geotherm analysis will be collected in accordance with
specifications in the Technical Guidelines.
d. Bulk samples of the near -surface materials will be collected for
compaction testing.
e. If applicable, continuous rock core samples will be obtained and
stored in core boxes in accordance with ASTM D2113. Digital
photographs of each core box will be taken for inclusion in the Report.
Midwest GeoSciences Group routinely provides blow count correction to
obtain standard N60 value. Boring logs will include information on the type of
hammer (rope and cathead, or auto hammer) and relative energy.
Identifying and Managing Uncertainties
As previously noted under SubSection G, Boring Methods, Midwest
GeoSciences Group recommends adjusting the scope described in the
Technical Guidance document from interval sampling to continuous sampling.
Continuous sampling minimizes uncertainty about the geology, and allows a
more reliable target with the Thin -Walled Tube sampling of cohesive soils
(clays and plastic silts) in a second boring dedicated specifically for
geotechnical sample collection.
testing.
Additional soil volumes along the
underground portion of each
ductbank line shall be tested for
thermal characteristics. Each
boring will include samples at 5
and 10 foot depths for geothermal
Midwest GeoSciences Group contacted Geotherm USA for pricing,
confirmation of testing, and the required soil volume for each tested sample
midwest
GEUSCIENCES Page 12 December 13, 2016
vww.mrdrm5tg�o:rOr» group
4
: Subsurface
and Geotechnical
for Carmel
69kV Underground Relocation Project
interval. Geotherm USA confirmed that thermal testing will be performed in
accordance with IEEE Standard 442. Geotherm USA will be provided
additional information such as description of the soil, moisture content, and dry
density.
The Technical Guidance did not specify use of either the Wenner Array or a
Schlumberger Array for the field resistivity survey, but we are prepared to con-
duct the survey using either approach upon preference from the ENGINEER.
We understand the designated field resistivity surveys will be conducted near bor-
ings BMcD B-5 and BMcD B-10 as shown on the attached Boring Location Plan.
The survey shall be completed in an area that is not influenced by the presence of
overhead EHV transmission lines, underlying storage facilities, underground utili-
ties or other obstructions that would impact the results of the survey.
Upon field inspection for this Proposal, the pavement will not allow intrusive
ground arrays to penetrate the subsurface and there is likely going to be
interference in the precise designated areas of borings BMcD B-5 and BMcD B-
10. However we propose simply moving the array slightly to achieve task
objectives.
We have continued to maintain this work effort in this proposal and includes cost
for it in the budget estimate.. The Survey is intended to be conducted along two
(2) perpendicular lines (N -S and E -W) centered at the boring locations. For each
line, readings will be taken with "a" spacings of 2.5, 5, 10, 20 and 50 feet. The
values reported for each "a" -spacing shall include current, potential, and apparent
resistivity, reported in Ohm -cm. If there are too many obstructions to complete the
full testing, a -spacings may be reduced, if reduced spacing is not feasible then a
single N/S or E/W transverse can be completed.
If there are too many obstructions or insufficient space to conduct a field resistivi-
ty test, laboratory soil testing for resistivity shall be completed instead.
Geotherm USA — the laboratory designated for thermal testing referenced in Pro -
GEOSCIENCES.
For this project, Midwest GeoSciences
Mr Group has selected ATC Group Services
LLC from Fishers as the primary geotech-
nical laboratory. ATC Group Services
EINIRPAI NUL LEOTECHNl l LLC provides Midwest GeoSciences Group
S - t with competitive rates for soil testing and
provides the data in electronic format.
Page 13
nn December 13, 2016
d: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Pro
Our selection of ATC Group Services LLC was based not only on the rates
and capabilities, but also on our previous experience and familiarity with their
staff.
Geotechnical Laboratory tests designated for this project include
characterization for:
• Moisture Content
• Dry Unit Weight
• Sieve Analyses,
• Percent Finer than No. 200 Sieve
• Atterberg Limits
• Unconfined C:mmnrecsinn
midwest (�
GEOSCIENGES Page 14 December 13, 2016
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Est
Unit
Unit Price
Extension
uanti
Moisture Content
60
Ea.
7.00
$420
ASTMD 2216)
Dry Unit Weight
20
Ea.
$25.00
$500
(ASTM D 7263
Sieve Analysis
12
Ea.
82.50
$990
ASTMD 422
Percent Finer than
12
Ea.
Included
$0.00
No. 200 Sieve
Atterberg Limits
12
Ea.
59.00
$708
ASTMD 4318 )
Unconfined
16
Ea.
54.00
$864
Compression
Swell Pressure -
4
Ea.
325.00
$1,300
ASTMD 4546
Compaction
4
Each
125.00
$500
Characteristics
(Standard Proctor
Test)
midwest (�
GEOSCIENGES Page 14 December 13, 2016
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Proposal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Pro
Midwest GeoSciences Group will make field recommendations for
determining the quantity of each test dependent on the geologic conditions.
Midwest GeoSciences Group will contact the ENGINEER prior to laboratory
testing to discuss the testing scope.
Midwest GeoSciences Group will prepare a Report containing a description of
the drilling and sampling program, the geology and subsurface conditions en-
countered, groundwater conditions, results of geothermal testing, results of the
field resistivity survey (or laboratory testing), final boring logs with a boring lo-
cation plan, and results of the laboratory testing program.
The Report will also contain geotechnical recommendations for the design and
construction of deadend takeoff structures, vaults, ductbanks, and miscellaneous
foundations and pertinent earthwork for the proposed project.
The Report will be prepared under the direction of a Registered Professional
Engineer in the State of Indiana. The Report shall be signed and sealed in ac-
cordance with applicable state regulations. An electronic (pdf format) copy of
the draft Report will be made available for review by the OWNER. Following
receipt and incorporation of comments into draft Report, a final Report shall be
provided to OWNER. If required by the OWNER, Midwest GeoSciences Group
will make available upon request all documented calculations.
midwest
GEOSCIENCES Page 15 December 13, 20166
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pH, Soluble
10
Ea.
350.00
$3,500
Sulfates; by the
BaC12 Titration
Method, Chloride
Ion; by Silver
Nitrate Titration
Method, Lab
Electrical
Resistivity, Redox
Potential Sulfides
Total:
$8,7882
Midwest GeoSciences Group will make field recommendations for
determining the quantity of each test dependent on the geologic conditions.
Midwest GeoSciences Group will contact the ENGINEER prior to laboratory
testing to discuss the testing scope.
Midwest GeoSciences Group will prepare a Report containing a description of
the drilling and sampling program, the geology and subsurface conditions en-
countered, groundwater conditions, results of geothermal testing, results of the
field resistivity survey (or laboratory testing), final boring logs with a boring lo-
cation plan, and results of the laboratory testing program.
The Report will also contain geotechnical recommendations for the design and
construction of deadend takeoff structures, vaults, ductbanks, and miscellaneous
foundations and pertinent earthwork for the proposed project.
The Report will be prepared under the direction of a Registered Professional
Engineer in the State of Indiana. The Report shall be signed and sealed in ac-
cordance with applicable state regulations. An electronic (pdf format) copy of
the draft Report will be made available for review by the OWNER. Following
receipt and incorporation of comments into draft Report, a final Report shall be
provided to OWNER. If required by the OWNER, Midwest GeoSciences Group
will make available upon request all documented calculations.
midwest
GEOSCIENCES Page 15 December 13, 20166
group k rt � L r� 6 m :r, . G 1
Proposal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Prc
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Subsurface Investigation and Geotechnical Report
The following items will be included in the Report, as requested by the ENGI-
NEER in the Technical Guidance.
1. Subsurface Conditions
We will report the subsurface conditions encountered at the site. Figure(s)
showing soil borings, geothermal testing results and generalized cross
section(s) will be prepared. A general description of the engineering properties
or parameters determined from the investigation will be made and project and
foundation recommendations will be provided. Prevailing groundwater
elevations observed and those recommended for design will be noted.
2. Geologic Hazards
We will provide a discussion of the potential geologic hazards in the vicinity of
the site which may impact the project; including fault rupture, landslides,
dispersive or collapsible soils, flooding, and other as applicable to the site. An
evaluation of the applicable geologic hazards shall be made and special design
features required to resist or reduce these tendencies shall be discussed.
We will evaluate the expansive (swelling) nature of subgrade materials and
special design features required to resist or reduce these tendencies. If soils
present at the site are shown to exhibit expansive characteristics, we will
perform a sufficient number of swell/collapse potential tests to adequately
characterize the site's active zone.
3. Seismic Hazards
We will perform a review of seismic hazards and provide recommendations to
address the following seismic design parameters in accordance with applicable
provisions of IBC (2012) and ASCE7-10.
4. Previous Construction Activity
We will provide a discussion of previous construction activity and address any
existing fills or subsurface openings, if applicable. We will outline the
engineering properties of any existing fills in regard to installation of the
ductbanks, placement of vaults, and foundation design.
5. Earthwork Recommendations
We will provide general criteria and recommendations for acceptable fill and
backfill materials (general and structural fill). If overexcavation of unsuitable
materials and structural backfill appear warranted, we will provide vertical and
horizontal extent of the over excavation and structural backfill. This may
require additional work not included in this proposal.
Page 16
December 13, 2016
)osal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation
6. Foundation Design
We understand the Subsurface Investigation and Geotechnical Report will be
used by the ENGINEER for design and sizing of stable foundations for
proposed structures and to estimate foundation costs. We will include
generalized factors of safety utilized in developing the allowable load
capacities.
We understand the only anticipated structures at this time are the riser
monopoles. We understand these poles will either be direct embed or drilled
shaft foundations. We will provide design parameters for deep foundations that
include ultimate skin friction and end bearing values for compression and uplift
for each soil or rock stratum encountered. We will provide appropriate factors
of safety to utilize in design. For each layer of the stratigraphic profile, we will
provide lateral design parameters for use in the computer program LPILE
v2015 (Matlock and Reese). At a minimum, we will provide LPILE design
parameters of soil model type, effective unit weight, cohesion or friction angle
for each soil stratum encountered, and the water level in each boring. We do
not expect rock to be encountered during the field activities.
We understand that it the ENGINEER currently anticipates that lightly loaded
structures and/or equipment pads may potentially be supported on shallow
foundations. We will design parameters for shallow foundations that include
net allowable bearing pressure and resistance to sliding at the anticipated
bearing depths including recommendations of passive pressure and sliding
resistance.
We will address the possibility of overstressing the shallow foundations under
short sustained seismic or wind live loads. We will provide recommendations
for resistance to uplift. We will provide recommended design groundwater
level for determination of buoyancy — especially for proposed vaults - and
means to resist buoyant forces. We will provide total and differential
settlement estimates for the allowable bearing pressure. We understand that if
loose random fills, soft subgrade soils and/or expansive clay soils are
encountered, requirements for overexcavation and replacement of these
materials shall be provided in the Report. We will address minimum and
maximum historical frost depth. We will provide information for structures
requiring over excavation and replacement of subgrade materials and include
distances or extent of limits and depths to which over excavation and structural
backfill will extend.
7. Lateral Earth Pressures
We will provide lateral earth pressures for below grade vertical walls for the
vault structures. We understand that the ENGINEER prefers that the lateral
earth pressures be provided as equivalent fluid pressure values, however,
equations may be developed for the same. We understand any assumptions
relating to the construction method or type of backfill shall be outlined in detail
(i.e. granular, cohesive, drained or undrained conditions). Active, passive, and
at -rest coefficients used in determining these pressures shall be noted.
midwest
GEOSCIENCES Page 17 December 13, 2016
tinvw:mrCk'estga0.wm grOU0
17 &Pc
Proposal: Subsurface Investigation and Geotechnical Report for Carmel Redevelopment 69kV Underground Relocation Project
8. Slope Stability and Excavations
We will address the recommended inclination of both temporary excavation
and permanent slopes. We will identify OSHA soil types and address any
temporary slopes required for excavation and the need for sheeting and
shoring.
9. Excavation Requirements
We will address the excavatibility of the soils and rock that may be exposed
during foundation excavation and site grading. We understand that the effort
and type of equipment utilized to perform excavations is dependent upon the
size and depth of the excavation; and therefore our Report will include a
discussion about the structures described, as well as utility trenches.
10. Dewatering
We will report conditions present at the site requiring groundwater control,
dewatering, or surface drainage during excavation and construction. We will
provide a basis for various types of dewatering along with an approximated
extent or time of operation, if applicable. We will give special consideration to
exposed subsoils within the bottom of excavations during construction.
11. Corrosion Potential and Chemical Attack to Concrete
We will present an evaluation of laboratory test results on representative
subsurface materials for chemical constituents, specifically pH, chloride ion,
soluble sulfates, and electrical resistivity as well as redox potential and
j sulfides. These parameters will be evaluated for their potential for
underground piping, for design of grounding, and for selection of cement type
{ to resist potential sulfate attack. Midwest GeoSciences will provide
recommendation of cement type for concrete in contact with soil to resist
chemical attack.
Appendices
The Report is expected to contain the following appendices:
■ Soil Boring Logs
■ Borehole Decommissioning Forms
■ Laboratory Soil Testing Data
■ Field Resistivity Survey Results
■ LPILE Geotechnical Model Data Input
■ LPILE Geotechnical Model Results
■ GIS Maps from Literature Search
■ List of References
■ Electronic Copies
midwest
GEOSCIENCES Page 18 December 13, 2016
Y477777779i'07OR7u OUp -F, 4
I,
Proposal: Subsurface I
and Geotechnical
for Carmel
69kV Underground Relocation Project
More Value -Added by Selecting Midwest GeoSciences Group
Geotechnical Modeling QA/QC using LPILE v2015
Dr. Lymon C. Reese created the computer program LPILE during this tenure at
University of Texas at Austin. Dr. Reese was recognized for his work and
especially for creating geotechnical models through his software outlet: Ensoft,
Inc. Midwest GeoSciences Group is among the select group of organizations
who recognized Dr. Lymon Reese for his work and accomplishments. Dr.
Reese passed away in 2009 but his computer programs and current -day
developers keep the operation going strong.
Midwest GeoSciences Group is familiar with LPILE and has a relationship
with Dr. Shin -Tower Wang — Principal In Charge of Ensoft, Inc. Dr. Wang is
available for this project to assist in modeling site conditions, if needed. Dr.
Wang ensures the modeling effort for this project will be reliable for analysis
and design of pile and drilled shaft foundations in nonlinear soil strata.
The CITY will benefit from Midwest GeoSciences Group relationships with
Dr. Wang who is the current program developer with direct access and
knowledge about the technical theory/development of the software and
practical applications for the proposed project.
Measuring Project Success
At the completion of the project, all stakeholders will be invited to complete a
questionnaire to assess the performance of the project and satisfaction. We
appreciate your consideration with offering this feedback so that we can make
any needed improvements to fully meet your satisfaction.
Summary
The CITY will benefit both from Midwest GeoSciences Group's technical
expertise and its extensive experience in geologic and geotechnical
investigations.
While we take pride in our work effort and performance, we are humbled to
contribute in this unique way to the City of Carmel and the people who live
here. Knowing more about what's under our feet in and around Carmel
benefits us all, in one way or another.
Respectfully Submitted,
Dan Kelleher, PG, CIPM
Carmel Resident
President of Midwest GeoSciences Group
midwest n �r
GEOSCIENCES Page 19 December 13, 2016
7G 1
EXHIBIT B
Invoice
Name of Company.
Address & Zip.
Telephone No.:
Fax No.:
Project Name:
Invoice No.
Purchase Order No:
Date:
Signature
Printed Name
Goods
Services
Person Providing
Goods/Services
Date
Goods/
Service
Provided
Goods/Services Provided
(Describe each good/service
separately and in detail)
Cost Per
Item
Hourly
Rate/
Hours
Worked
Total
GRAND TOTAL
Signature
Printed Name
EXHIBITC
INSURANCE COVERAGES
Worker's Compensation & Disability
Employer's Liability:
Bodily Injury by Accident/Disease:
Bodily Injury by Accident/Disease:
Bodily Injury by Accident/Disease:
Property damage, contractual liability,
products -completed operations:
General Aggregate Limit (other than
Products/Completed Operations):
Products/Completed Operations:
Personal & Advertising Injury
Policy Limit:
Each Occurrence Limit:
Fire Damage (any one fire):
Medical Expense Limit (any one person):
Statutory Limits
$100,000 each employee
$250,000 each accident
$500,000 policy limit
$500,000
$500,000
$500,000
$250,000
$250,000
$ 50,000
Comprehensive Auto Liability (owned, hired and non -owned)
Bodily Single Limit:
Injury and property damage:
Policy Limit:
Umbrella Excess Liability
Each occurrence and aggregate:
Maximum deductible:
$500,000 each accident
$500,000 each accident
$500,000
$500,000
$ 10,000
EXHIBIT D
AFFIDAVIT
j 14j 1-
�)(,)Y-)'It1 - 1�, being first duly sworn, deposes and says that
he/she is familiar with and has personal knowledge of the facts herein and, if called as a witness in this
matter, could testify as follows:
1. I am over eighteen (18) years of age and am competent to testify to the facts contained
herein.
2. I am now and at all times relevant herein have been employed by
`NO
.e�{- �pen�S (the "Employer")
in the position of <iAraA�
I am familiar with the employment policies, practices, and procedures of the Employer and
have the authority to act on behalf of the Employer.
4. The Employer is enrolled and participates in the federal E -Verify program and has
provided documentation of such enrollment and participation to the City of Carmel,
Indiana.
The Company does not knowingly employ any unauthorized aliens.
FURTHER AFFIANT SAYETH NOT.
EXECUTED on the ��day of , 20.
Printed:(
I certify under the penalties for perjury under the laws of the United States of America and the State of
Indiana that the foregoing factual statements and represAtations are true and correct.
Printed:
�j j' Carmel
City
INDIANA RETAIL TAX EXEMPT
CERTIFICATE NO. 003120155 002 0
Page 1 of 1
PURCHASE ORDER NUMBER
JL
FEDERAL EXCISE TAX EXEMPT
100075
ONE CIVIC SQUARE
35-6000972
THIS NUMBER MUST APPEAR ON INVOICES, AR
CARMEL, INDIANA 46032-2584
FORM APPROVED BY STATE BOARD OF ACCOUNTS FOR
CITY OF CARMEL -1897
VOUCHER, DELIVERY MEMO, PACKING SUPS,
SHIPPING LABELS AND ANY CORRESPONDENCE
PURCHASE ORDER DATE
DATE REQUIRED
REQUISITION NO.
VENDOR NO.
DESCRIPTION
1/18/2017
371451
Project 16 -ENG -86; Contract Date 02.01.17
MIDWEST GEOSCIENCES GROUP
City Engineering's Office
VENDOR 1950 GREYHOUND PASS
SHIP 1 Civic Square
TO Carmel, IN 46032 -
CARMEL, IN 46033-
Kate Lustig
PURCHASE ID
BLANKET
CONTRACT
Kate Lustig
PAYMENTTERMS
FREIGHT
12033
1 Civic Square
`
Carmel, IN 46032-
QUANTITY
UNIT OF MEASURE
DESCRIPTION
UNIT PRICE EXTENSION
Department 2200 Fund: 0 COIT Bond Fund
Account., 94-650.04
1 Each Transmission Line Burial
$91,713.00
Sub Total
$91,713.00
$91,713.00
'PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO.
CONTROL N0. 100075
ORDERED BY
TITLE
CLERK -TREASURER
Jeremy Kashman
Director
Douglas Haney
Corporation Counsel
r` f:
A
7 "
Send Invoice To:
City Engineering's Office
Kate Lustig
1 Civic Square
`
Carmel, IN 46032-
PLEASE INVOICE IN DUPLICATE
DEPARTMENT
ACCOUNT PROJECT PROJECTACCOUNT AMOUNT
PAYMENT $91,713.00
SHIPPING INSTRUCTIONS
' AIP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A
PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN
'SHIP PREPAID.
AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE IS AN UNOBUGATED BALANCE IN
'C.O.D. SHIPMENT CANNOT BE ACCEPTED.
THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER.
'PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL
'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945
AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO.
CONTROL N0. 100075
ORDERED BY
TITLE
CLERK -TREASURER
Jeremy Kashman
Director
Douglas Haney
Corporation Counsel