HomeMy Public PortalAbout199-2023 - Commonwealth Engineers - consulting for an investigation for sewer basin AGREEMENT
THIS AGREEMENT made and entered into this day of , 2023, and referred to
as Contract No. 199-2023, by and between the City of Richmond, Indiana, a municipal corporation
acting by and through its Board of Sanitary Commissioners (referred to as the "City"), and
Commonwealth Engineers, Inc., 7256 Company Drive, Indianapolis, IN 46237 (hereinafter referred
to as the"Contractor").
SECTION 1. STATEMENT AND SUBJECT OF WORK
City hereby retains Contractor to perform services in connection with the consultation to complete
inflow and infiltraticn investigation at the North Richmond Sanitary Sewer Basin, as more fully
described on Contrae-or's Proposal.
Requests for Proposals were made on August 15, 2023, The Proposal is attached hereto as "Exhibit
A" which Proposal consists of four (4) pages, Responses to said request are on file in the office of
the Richmond Sanitary District. Contractor agrees to abide by the same, The Response of
Contractor dated October 5, 2023, to said request is attached hereto as "Exhibit B" which Response
consists of thirty-seven (37) pages, and is hereby incorporated by reference and made a part of this
Agreement. Contractor agrees to abide by the same.
Should any provisions, terms, or conditions contained in any of the documents attached hereto as
Exhibits, 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 controlling.
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 -emed 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.
Contract No. 199-2023
Page 1 of 7
SECTION III, COMPENSATION
City shall pay Contractor an amount not to exceed Three Hundred Twenty-five Thousand Five
Hundred Fifty-six Dollars and Zero Cents (S325,556.00) for complete and satisfactory performance
of this Agreement as set forth above and as set forth on Contractor's quote (Exhibit B).
SECTION IV, TERM OF AGREEMENT
This Agreement shall become effective when signed by the parties and shall continue in effect until
satisfactory 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 following:
a. failure, for any reason of the Contractor to fulfill in a timely mariner
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 performed
prior to the date this Agreement is terminated, but shall be relieved of any other responsibility herein.
This Agreement may also be terminated, in whole or in part, by mutual Agreement of the parties by
setting forth the reasons for such termination, the effective date, and in the case of partial
termination, the portion to be terminated.
This Agreement may also be terminated by the City if a force-majeure event occurs and the results or
aftereffects of said event causes the performance of this Agreement to become impossible or highly
impracticable. Said event or results or aftereffects of said event would include events or effects
which the parties to this Agreement could not have anticipated or controlled. Examples of a force-
majeure event, or its results, would include, but would not be limited to, events such as an Act of
God, an Act of Nature, an Act of Law, or an Emergency Act of Executive Enforcement of the
Federal government, the State of Indiana, or local government.
Page 2 of 7
SECTION V. INDEMNIFICATION AND INSURANCE
Contractor agrees to obtain insurance and to indemnify the City for any damage or injury to person or
property or any other claims which may arise from the Contractor's conduct or performance of this
Agreement, either intentionally or negligently; provided, however, that nothing contained 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 employed by any of them, or
by anyone for whose acts the Contractor may be held responsible.
Coverage 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
$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.
Page 3 of 7
SECTION VII COMPLIANCE WITH INDIANA E-VERIFY PROGRAM REQUIREMENTS
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 provide 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 violates 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 procures 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 wAh
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 certification 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 directly 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 Agreement 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
Page 4 of 7
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
intimidation shall be considered a material breach of this Agreement,
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 in the course 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 previous 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 arismg
out of this Contract must be filed in said courts. The parties specifically agree that no arbitration 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 action in any
alternative forum, venue, or in front of any other tribunal, court, or administrative body other than the
Page 5 of 7
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 AT-eement.
[Remainder of this Page Intentionally Left Blank. Signatures to Follow on Page Seven]
Page 6 of 7
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- -CONTRACTOR"
THE CITY OF RICHMOND, COMMONWEALTH ENGINEERS, INC
INDIANA by and through its 7256 Company Drive
Board of Public Works and Safety Indianapolis, IN 46237
By:
Sue Miller, President
Printed: 0.) .114/
Vice President
By:_ Title: VI(E___EfES/Da _
Stie s, ember
Date: Date: 0 3_
APPROI7ED:
. Snow a o
Date: 01
Page 7 of 7
August 15. 2023
Commonwealth Engineers, loc.
Attn: BdaoDeohxnzois
7256 Company Drive
Indianapolis, iN46237
Re: Request for Proposals
North RiohmmdL&| Investigation ��cc1
TbeRichmond Sanitary District is seeking the assistance ofun engineering oonmultuut \o
complete an W iuvoodguduo in nurMonb Richmond Sanitary Sewer Basin. Please review the
attached R£Pand, if interested io this work, please present u response uaOutlined. Please let me
know if You have .jzyqucsiion«.
Thanks,
F)ijahW. Wdch' P.E.
District Engineer
Richmood Sanitary, District
`
Richmond Sanitary District
Request for Proposals
North Richmond kid Investigation
The Richmond Sanitary District is seeking the assistance of a professional engineering consultant (Herein
after referred to as ENGINEER) to complete preliminary engineering investigation to identify
inflow/infiltration in the North Richmond Sewer Basin and provide evaluation and rehabilitation design
(subsequent final design contract) related to what is found through cleaning (as needed), televising, smoke
testing and dye testing.
Respondents to this Request for Proposals (RIP) shall comply with the terms and conditions contained
herein, This REP is composed of six(6) parts as fol lows:
Part I Background
Part 2—Information Available from the Richmond Sanitary District
Part 3 Proposed Preliminary Scope of Work.
Part 4—Deliverables
Part 5—Form and Content of your Response to REP
Part 6 Submittal Requirements
Part ": Background
The Richmond Sanitary District owns and maintains sanitary sewers within the North Richmond Basin. The
sewers were built around 1975 and was privately owned and maintained until the 1990's. Stretches of these
sewers go through heavily wooded areas and cross creeks and rivers multiple times. There is approximately
35,600 feet of 8 inch diameter sewer and 13,700 .11 of 10 inch diameter sewer. The basin is served by two
lift stations. l&I investigation and improvements.for this basin were included in Richmond's CSO LTCP.
Part 2: Information Available from the Richmond Sanitary District
GIS data(may be inaccurate and/or incomplete)
2. As-built Construction Drawings
3, CSO LICP Documents
Part 3: Proposed Preliminary Scope of Work
The scope of work identified here is preliminary and very general in nature and is expected to be refined
through discussions with the consultant who is chosen for this project. but is ultimately to comply with
requirement of the approved CSO
I. Investigation
a. CCTV or other Visual Inspection and Documentation
b. Smoke Testing to identify illegal connections and some defects(as required)
c. Dye'resting(as required)
2. Evaluation
a. PACP/MA.CP rating of each pipe and associated structure
3. Recommendations
a. Identify recormnended rehabilitation (structural vs. non-structural, rehab type, etc.) All.
evaluations shall include life cycle cost analysis of alternative rehabilitation types and
designs,
b. E:rigineer's Estimate of individual pipe segments and manholes
4. Construction Documents and Bidding Services(final design contract)
a. Develop construction documents, including specs and drawings, needed to bid a
rehabilitation project
b. Bidding support services including pre-construction meeting attendance and addenda
preparation
EXHIBIT'A page 2 of 4
5. Construction Support(final design contract)
a. On-call support services during construction
Part 4: Deliverables
The following deliverables, at a minimum, shall be provided in report form and would be required at the
completion of this project:
I. CCTV and other visual inspection data and documentation,smoke testing report,dye test report.
2. Final report and documentation of evaluations, recommendations and analysis, calculations and
other items described above or included in final scope.
3. Construction Documents(final design contract)
4. Bidding support(final design contract)
5. Construction support(final design contract')
All of the above information shall be prepared and delivered in hard copy and electronic versions, including
CCTV video and information.
Part 5—Form and Content of your Response to REP
Respondents to this RFP shall submit a response which shall be organized and include information as
follows:
Section I Company Introduction identifying at a minimum all parties involved in response to the REP.
Section 2 Project Understanding identifying at a minimum the respondent's understanding of the Scope of
Work. This section should also include a discussion of respondent's technical abilities,competencies,and
methodologies expected to be used for evaluation as well as comments upon the Scope of Work as
contained in this RFP.
Section 3—Estimated project schedule and availability to begin work.
Section 4 Project Team identifying the key staff members of the respondent's firm who will be dedicated
to the project, including a description of each member's roles and responsibilities on this project. Resumes
shall be provided .for each key staff'member.
Section 5--Related Project Experience identifying no more than three(3)of your most recent past projects.
Th.e information shall include at a minimum, a description of the work, the client's name,the client's
contract representative and telephone number and the schedule within which the engineering and design
work was completed.
PART 6—SUBMITTAL REQUIREMENTS
An electronic copy of your response shall be submitted to the Richmond Sanitary District no later than
4:00pm Friday, September 22, 2023. Submittals shall he delivered to:
ewelch@irichmondindianalov
gsouth.(2,e richmondindianalov
Questions shall he directed to Elijah Welch at ewelcrichmon.dindia.na.gov or 765-983-7483.
EXHIBIT'A page 3 of 4
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COMMONWEALTH"
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Octobe,5'20Z3
Mr. Elijah Welch,PE
District Engineer
Richmond Sanitary District
23OO Liberty Avenue
Richmond, Indiana 4T374
RE: North Richmond Infiltration&Inflow(V&|) Project Proposal
Dear Mr.Welch,
Commonwealth Engineers, Inc, (Commonwealth) is grateful to have worked alongside you and your team over
the years, and we are truly grateful for the trust and collaboration we have created together. Building on this
partnership, we are excited to submit our proposal for the Richmond Sanitary District's North Richmond I&|
Project.
Leveraging our joint expertise, we are confident in our ability to not only meet your objectives for this project
but tn exceed your expectations. Our team will provide you with:
^ Extensive Water Resource and District Knowledge: We routinely assemble planning documents assessing
the needs for water, wastewater, and stormwater utilities. We have extensive experience working in the City
of Richmond and know/ what infrastructure options exist' the regulatory minefie|ds to avoid, and the
assembly and presentation approach to maximize the potential for grants and tow-interest loans.
, Team Expertise and Communication: The Commonwealth team proposed for this |&| Investigation has
proven successfui on many other projects just like yours. Your project manager and each of the noted team
members have the capacity to be fully committed to the district's requested services, More than engineering,
Commonwealth provides a full-service team that will be in consistent communication' engaged' and
available to YOU throughout the pr ject's hfecyc|e.
^ Quality Assurance: Your satisfaction is our top priority, and we are dedicated to ensuring a successful
mutcon"e.
Thank you once again for the trust and confidence you've shown in us over the years. We are excited about the
possibility of collaborating Vn this project andcontinuingtocreatepodtivepr 'ectoutcmmes6ortheRichmond
Sanitary District.
Respectfully submitted,
COMMONWEALTH ENGINEERS, INC.
Brian 0esharnais'PhU` PE-Vice President/Sr. Project Manager
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SECTION 1 - COMPANY INTRODUCTION
Since 1974, Commonwealth Engineers, Inc. (Commonwealth) has
earned a reputation as a top-tier water resources firm providing
award-winning, cost-effective planning, permitting, design, and
construction engineering solutions. Nearly five decades later, our
commitment and dedication to protecting water quality, and more
generally, the quality of life,continues to grow.
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Commonwealth provides award-winning, cost-effective design and
construction engineering solutions for water, stormwater, and
wastewater resource needs.
WATER RESOURCE PARTNER
We are committed to helping the Sanitary District accomplish your goals not only effectively, but efficiently and
economically. We will serve in partnership with you, to understand your vision and current position, and recommend
sustainable solutions with the most significant long-term benefit and at the lowest economic impact to your ratepayers.
WASTEWATER I&I INVESTIGATION
• Experienced staff evaluates existing conditions,reviews regulatory concerns,and projects future conditions/issues.
• Commonwealth utilizes the latest software technology for wastewater l&I correction,televising,and smoke testing.
• 100% record of acceptance for submitted planning level documents, plans, and specifications for permitting and
funding consideration.
• The completed Preliminary Engineering Report can be used to solicit funding from potential funding sources like;
OCRA,USDA, IFA or EDA.
QUALITY CONTROL
Each project is assigned to a Firm partner with a vested interest in client satisfaction. All planning and design
documents are reviewed by every team member, providing a"checks-arid-balances" review. Our written Quality Control
Plan states that for larger, more complex engineering reports, and design projects, a peer review is performed by an
engineer not directly involved with the project. Finally, our written plan stipulates a constructability and value
engineering review to identify potential issues and any further cost savings measures.
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Our staff includes one hundred fifty-three (153) full-time staff membem, including thirty-three (33) professional
engineers and thirty (30) design engineers. Additionally, we employ planners, surveyors, environmental scientists,
regulatory coordinators, and funding (grant) experts, arnong other experienced support staff. We also offer more than
thirty years of experience with in-house electrical, mechanical, instrumentation & control, and energy savings
engineering services.
Ind[anapoUs Corporate Office Personnel Fort Wayne Office Personnel
Professional Engineers(PE) 7 Professional Engineers(PE) 5
Design Engineers(B) 13 Design Engineers(B) 4
Registered Land Surveyor 3 Designers 3
Designers 5 CADDSpeciaUsts/Tec6nicions Z
CADD5pedaUsts/Technidan 7 Construction Inspectors(RPR) 3
Construction Inspectors(RPR) lO Marketing 2
Environmental Scientist 3 Support Staff([iericaLHR, IT) l
Marketing 5 Twtai 20
Operations Specialist l
Support Staff([iericaLHR' IT) g Evansville Office Persomnei
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Design Engineers(EU G
Indianapolis North Office Personnel Designer 2
Professional Engineers(PE) 3 [ADD5pecia|ists/Technidans l
Design Engineers(E|) 1 Construction Inspectors(RPR) S
[ADDSpecia|ids/Technicians 4 Marketing I
Construction Manager l Support Staff(C|ericaLHR' IT) l
Construction |nspectors (RPR) 2 Total 22
Regulatory Specialist 2
Crown Point Office Personnel
Accounting 4
Marketing l Professional Engineers(PE) 6
Support Staff/[\erica[ HR' |T\ 3 Design Engineers(E|) 3
[ADD5pedaUsts/Technicians l
Total 21
Construction |nspertors (RPR) 2
Bowling Green Office Personnel Marketing 2
' Professional Engineers(PE) 3 Support Staff(Clerical, HR' |T) l
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Commonwealth Engineers is the consultant of choice of many private and public entities. Our experience and
responsiveness have successfully created a broad cross-section of clientele in Indiana and now also in Kentucky.
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PROFESSIONAL SERVICES
WASTEWATER RESOURCES AANI,,, POTABLE WATER RESOURCES
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Collection&Treatment Supply
Infiltration/Inflow Studies Well Field Development
Sewer System Evaluations& Modeling Water System Evaluation& Modeling
Innovative Treatment Technologies Treatment
Combined Sewer Overflows (CSO) Distribution
National Pollutant Discharge Elimination Storage
System (NPDES) Compliance Lead Line Inventory&Abatement
Industrial Pre-treatment Polyfluoroalkyl Substance (PFAs)
Smoke Testing Treatment& Removal
Water Audits&Validations
STORMWATER RESOURCES
'' 4' Creation of Stormwater Utilities
Site Development Reviews CIVIL/TRANSPORTATION
Watershed Assessments& Design 00 State& Local Streets& Highways
Best Management Practices 00 Intersection Improvements
Stormwater Treatment Practices Multi-use Paths&Sidewalks
Streetscapes& Enhancements
Dam &Levee Inspection/Design
Context Sensitive Solutions
Municipal Separate Storm Sewer
System (MS4) Compliance Traffic Signal DesignLand Surveying
OTHER SERVICES
Preliminary Engineering Reports
Master Planning
Facilities Operations Assistance
Value Engineering/Alternatives Assessments
Erg Asset Management Planning
Site Development- Commercial& Industrial
Construction Monitoring
System Mapping
I Geographic Information Systems (GIS) Consultation
Instrumentation/Control/Electrical/Mechanical Design
Lake& River Enhancement
Industrial/Municipal Compliance Audits
Environmental Permitting
0-^4\ Televising
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Educational
Municipal Vit
Grant Assistance
Operations Assistance
Energy Savings Oliiotho koo
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Wastewater collection and treatment is an essential aspect of any community's health and safety. It's an integral
part nfa community's infrastructure that simply cannot be overlooked. Our team has expertise in all phases of
building your project. From separating combined sewer systems tn the creation of new treatment facilities, we are
your go-to firm for water reclamation needs.
Key Areas
" Utility Creation
° Master Planning
~ Collection&Treatment
° |nfiitration/|n[\ow5tudieS
° Sewer System Eva[uadons& Modeling
~ Innovative Treatment Technologies
° Combined Sewer Overflows([SO)
, National Pollutant Discharge Elimination System (NPDES) Compliance —
° Assistance in Solicitation ofProject Financing(Grants&Subsidized Interest Rate Loans)
~ Instrumentation&Controls/S[ADA
" Smoke Testing
° Startup/Operations Assistance
The cornerstone of any significant, long-term project is the planning phase. Evaluating existing conditions,
reviewing regulatory concerns, and projecting futureconditions/issuesanecritica|step3innecommending acVurse
of action. For wastewater projects, this evaluation often requires several pieces of equipment in addition to the
requisite computer hardware and software. Commonwealth Engineers specializes in these evaluations and this
type of work, Therefore, we have invested in the equipment necessary to complete these activities. Any or all of
these resources are available in the event that it is deemed necessary in the planning and/or design phase. In
addition, we own licenses of the SVVMM and 5ewerCAD computer programs for sewer modeling and GPG-X
Hvdromant}s for wastewater treatment mode|ing. With these models, we can simulate sewer conditions, project
future conditions resulting from system changes/improvements,and assess and optimize treatment alternatives.
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Commonwealth has a 108% record of acceptance for submitted planning [eve[ documents, plans, and
specifications for funding consideration. For that rna1±er` we serve on various state regulatory and funding
committees and coordinate routinely with US EPA,IDEM,ACE,OCRA, USDA,arid SIRE.
Early coordination is key to ensuring that regulatory agencies, funding agencies, and our clients understand each
other and their respective objectives.All parties need to know what the issues are and what can be done to improve
function and public safety' and the inevitable realities of the project affordability. Other agencies we coordinate
with include Planning & Zoning, City/County Transportation, Indiana Department of Transportation, Indiana
Department of Natural Resou-ces' the US Army Corps of Engineers, FEMA, |DEW's Water and Land Quality Sections,
County Surveyors,and the local Soil and Water Conservation Districts.
We employ grant specialists,environmental compliance experts, and an energy auditor who help Our clients find
grants` funding, rebates, and energy-saving opportunities. One example is our recent design of a filtration project
for Crown Point, IN. The de-,4gn incorporated an energy savings approach that allowed for an application fora
rebate from the local electric company in excess of $400'008; approximately 1.096 of the overall construction
budget. In addition to this rebate, the project is anticipated to reduce energy consumption at the Wastewater
Treatment Facility by approximately 2596.
Additional recent examples of Commonwealth's ability to aid inobtaining grants for our clients include:
. ,
Town of Arcadia,IN City*f Rensselaer,IN City mf Nappanee,lN Town mf Newport,(N
Wastewater Wet Weather Treatment Wet Weather Conveyance VVVUTP&Collection
improvements Project Project &Treatmmemt System Project
$4.5M Fully Funded Total $5.7Mof the Total$7.5M $l4Mof the Total$27N 1st Project in Indiana to
Project Costs through Project Costs Paid Project Costs Paid through Utilize USDA,SRF`and
Grants through Grants Grants OCRA Funding Sources to
Maximize Grant Money
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Commonwealth Engineers hosalOOY6recordnfacceptanceby |FA/SRFofsubmittpdPEHs' addendums' andp|ans
and specifications. Since 1992' we have represented over, 108 communities and special purpose districts in
obtaining SRF grant/loans and successfully completed these SRF projects.AUcdngoftheseSRFp jectsispnovided
below:
Fiscal Year 20O2 FiscalYear2014 Fiscal Year 2U22
Town of Clear Lake (ww) City of Berne (ww) Adams County RSD(ww)
Mahah Hill RSD(ww) City ofBluffton (vvw ) Town ofDaieviUe(sm)
City uf Rockport(ww) City of Jonesboro(ww) Town mfLa Crosse(vv)
Town of Santa Claus(mw) Fiscal Year 20l5 Town of Lapel(w)
Fiscai Year 28O3 Allen County RVVSD (ww) L&MRVVD (vv)
Town of Date(w) City of Bluffton (vvw) Town of Leavenworth (w)
City of Jasper(w) City of Crown Point(vvvv) Town o[New Market(w)
City of Madison (w) City of Madison (ww) Fiscal Year 2023
Fiscal Year 20O4 Madison State Hospital (vvvv) Adams County RSD(ww)
City of Decatur(ww) Fiscal Year 2Q16 Town of Arcadia (vv)
Delaware Co. RVVD(wvv) Town nf Newburgh (vvw) City nf Crown Point(ww)
ReebviUe Water Authority(w) Town ofVVaynetown (w) Town of Frankton (ww'w)
FincalYear2005 Fiscal Year 2O17 City of Greenfield (vvm/)
City of Jonesboro (vv) Alien County RVVSD (ww) Town ofLa Crosse(w) ,
Town of Lowell (ww) City of Crown Point(ww) City of Madison (w)
Fiscal Year 20QG Goih/iewHOA(ww) Maysville RVVSD (wvv`w)
Campbell TvvpRSD (ww) City of Madison (ww) City uf Monticello (w)
Fiscal Year 2W08 Richmond Sanitary District (vvw) City of Rensselaer(w)
Allen County HVVSD(ww) Town of Uniondale (ww) City of Richmond (vvw)
City of Berne (ww) City of Woodburn (vvw) Town of Spencer(ww)
Town of Chesterfield (wvv) Fiscal Year 20l8 Town of Upland (wvv)
City of Decatur(ww) Alien County RVVSD (ww) Currently Pursuing
Dupont Water Company(vv) Delaware County RSU (vvs) Town of Chrisney(ww)
Town of Rosedale (w) Town nfKen0and (vvvv) Town of Claypool(ww)
Fiscal Year 2089 FiocalYear2018 Town of Flora (ww)
City of Elwood (w) City of Nappanee(w) Town o[Glenwood (w)
Jennings NVV Regional Utihty (vvvv) Town of Newburgh (ww) City of Highland (ww)
Town of Lowell �') Town of North Judson (vv) Town ofKent|and (w)
City of Nappanee(wvv) Town ofPoneto(ww) Town ofLosantviUe(ww)
Town of Newburgh (ww)� Fiscal Year 2019 City of MonticeUo (ww)
Town of Prince's Lakes(vvvv) MayrvMe Regional Water&Sewer(xvw) Town ofModnc (wvv)
Fiscal Year 2010 City of Terre Haute (ww) Town ofMonon (vvw)
Allen County RVVSD (wm/) Town of Warren (vv) Town of New Palestine (wm)
City of Elwood (w) Fiscal Year 2U3O Town oy Oxford (w)
Luce Township R6D(wvv) Adams County RSU (ww) St.Joe&5pencervi8eRSD(m/vv)
Town nfVVinamac(vvvv) City of Crown Point(vv)
Fiscal Year 201l Delaware County R5D(vvw)
Town ofChesterfield (wvv) Go|fviewSubdivision (wvv)
Town of Speedway(ww) Maysville RVV3D (ww)
Fiscal Year 2012 Richmond Sanitary District(vvvv)
Allen County RVVSD (m/vv) Fiscal Year 2021
City mf Crown Point(ww) Adams County R3D (ww)
Town of Lowell (ww) City of Crown Point (w)
City of Portland (ww) City of Monticello (ww) �
Fiscal Year 2W13 City wf Nappanee (ww)
Town of Newport(ww) City nf Rochester(ww)
City of Richmond (ww) Town mf Universal (w)
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PROJECT
UNDERSTANDING
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As shown in Figure 1,tha Richmond Sanitary District (District) owns and maintains approximateiy35`6O8 feet of
8-inch and 13,700 feet oflO-inch sanitary sewers within the North Richmond Sanitary Sewer Basin. The basin
also contains two (2) lift stations and approximately 182 manhole structures. This collection system was built in
the 1970s and was privately owned and maintained until the 1990s. Significant sections of the sewers are in
heavy woods, and the sewers cross creeks and rivers multiple times. With the goal of reducing infiltration and
inflow (|&|) in this sewer basin, the District is required to perform investigations and improvements in the North
Richmond Sanitary Sewer Basin in accordance with the District's Combined Sewer Overflow (CSO) Long Term
Control Plan (LT[P). As shown in Table 1' this Project is scheduled to start in 2024. Be(uvv is a summary of the
project understanding and approach associated with the preliminary engineering for the North Richmond |&|
Project,
Preliminary� En ^K����^K���
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1. Field ������^�� ��K�
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Anticipated field work includes (a) light cleaning and televising using closed-circuit television ([CTV). (b)
smoke testing and dye testing, if needed, to identify potential illegal collection system connections and
defects, (c) surveying of top of castings (T0[s) and miscellaneous measure downs' and (d) performing a
hydraulic assessment of the North Richmond Lift Station. The sowers will be rated using NASS[O's
Pipeline Assessment Certification Program (PA[P), and the manhole structures will be rated using
NA5S[0's Manhole Assessment Certification Program (MA[P). Hydromax USA will perform the sewer
cleaning, televising, manhole structure inspections, and PACP/MACP ratings under the management and
oversight of Commonwealth, Hvdromax USA is a quality firm that has a positive track record with
Commonwealth and the District, and Hydrnmax USA is capable of collecting field data in support of
assessing the conditions of sanitary sewers. Commonwealth will take the lead on (a) smoke testing and
dye testing on an as-needed basis, (b) surveying the manhole structures associated with the targeted
SWIVIIVI mode[expansion, and (c) performing a hydraulic assessment on the North Richmond Lift Station.
Due to the size of the sanitary sewers being only 8 and lO inches in diameter and manhole structures
anticipated to be 48 to 60 inches in diameter, manned entry into structures is riot anticipated.
2. Assessment& Evaluation
The sanitary infrastructure will be assessed using typical risk matrix methods to identify critical
infrastructure needing repair using the data collected in Step l. Estimates will also be made to assess (a)
the remaining service life of the sewers and manhole structures and (b) the remaining capacity in the
North Richmond Lift Station. Commonwealth will perform this step in conjunction with the District.
3, Baseline SWMMModel`ng
In an effort to establish baseline pre'|&| rehabilitation conditions, the existing sanitary sewer model will
be expanded' as shown in Figure 2. This effort will include (a) coordinating with the District to
recommend locations of the proposed flow mete, and rain gauge, (b) checking the quality of the flow
metering and rain data weekly, (c) performing dry weather ca|ibnation/vaUdadon, (d) performing wet
weathe/ caVhration/vandahmn` and (e) assessing baseline hydraulic assessments to document pre1&|
rehabilitation conditions. This effort will also assist with confirming the recommended improvements for
the Chester Boulevard Interceptor Phase U| Improvements Project.
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4. Preliminary Engineering Technical Memorandum
The goal of this step is to provide a surnmary of the SWIVIIVI modeling and baseline hydraulic assessment,
fieldwork, collection system ratings, rehabilitation alternatives (structural vs. non-structural options)
analyses, construction estimates, life cycle cost estimates, construction constraints' Uovv bypassing
considerations, traffic control considerations and recommended project elements including potential
phasing.This effort also includes confirming the recommended improvements for the Chester Boulevard
Interceptor Phase III Improvements Project via5VVIAMmoddinO. CommonwealthvvU|perfnnnthis step in
conjunction with the historicat background arid experience of the District,
Typical pipe rehabilita7tion techniques include the following categories:
�
, Sewer lining([|PP'deform/ reform lining,fold and form lining,etc.).
^ Sewer pipe bursting.
^ Sewer pipe open-cut replacement nrpipe relocation (usually last/esoMj.
, Due to the size of the sanitary sewers being only G and lU inches in diameter, sewer grouting or
structural concrete reinforcement <conc,ete, grout, gunite' shotcne0a, gempolymer mortar, etcj, dip
lining (FRP, PVC, HDPE) or composite grout-in-place pipe (spiral wound) are not recommended since
these techniques are usually applicable for pipes with larger diameters.
Typical manhoo[e structure rehabilitation techniques include the following categories:
" Structure frame and cover replacement.
^ Structure grouting mr structural concrete reinforcement.
" Structure |ining(poJymer, grout,8enpo|ymer,etc ).
^ Injection of Avanti grout for,external positive pressure leak mitigation.
^ Structure or riser replacement(usually last resort).
S. Deliverables
Deliverables for the Preliminary Engineering indude:
, CCTV and other visual inspection data arid documentation.
^ Draft arid'Final preliminary engineering technica\ memorandums' indudinganaKachmentdedicated
tn the hydraulic assessment of the North Richmond Lift Station,
�
�
�Ill'y',"t,�4i'll,lil,ii�,f��v��lI Oil;
o�����N��� ���� ����N�0�
������N�U� ��N~ ��������
Commonwealth shall provide the District with professional engineering services to which this scope of services
applies, These services include serving as the District's professional representative for the Project, providing
professional engineering conSUItation and advice,furnishingcivit engineering services, and other customary services
incidental thereto.
1,0 Meetings,Project y4amagemnent,andQuaDtyAasurance/Qua\ityCpntro\(Lwnnp Sum)
1.1 Kickoff Meeting: Prepare for and conduct an ondtc Kickoff Meeting with the District to confirm the
scope, work Plan, lines of communication, and schedule. This meeting will be held during the data
collection phase of the project.
12 Praft Prelimirary Engineering : Prepare for and conduct virtual
review meeting with the District to summarize the recommendations and the contents of the draft
preliminary engineering technical memorandum.
13 Virtual Meetings: Prepare for and conduct LIP to two (2) Virtual Meetings with the District,
lA Onsite Meetimg Not9�: Prepareand distribute meeting notes for the onsite meeting and one draft
tech memo virtual meeting within seven (7) days of each meeting.
1.5 Project Management: Project managementinduding general correspondence, general coordination
vviththedesign/he|dvvork/sub'consuitantteam, invoicing,scheduiing' andbudgotmaintenance.
1,6 PreliminaU EngLneECing Submittal OA/O[: Perform QA/UCon the draft technical memorandum.
2'0 Preliminary Engineering Field Work(HouriV)
2.1 PA[P Sewer |-ispection: [[TV and light cleaning for approximately 35,800 feet oyQ'inch and 13`700
feet ofl0'inch sanitary sewers. Deliverables include PA[P database, video, PDF reports for each line
foUuwingPACP.
2.2 M8[P Manhole Stru(tJ-re |nW!R��tioo: Inspect approximately 182 manhole structures. Deliverables to
include inspection reports following MA[Pguidelines.
2.3 Surveying: Survey up to 20 measure downs for the manhole structures between the North Fdchmond
Basin and the existing downstreamSVVMM model extends.
2.4 Hvdraulic Assessment of t : Perform a site visit to document the visual
condition ofthe lift station. Perform dravvdown tests to help assess the remaining hydraulic capacity
of the North Richmond Lift Station.
2.5 Smoke Testing and_Dye Testing if needed).: On an as-needed basis' perform smoke testing and dye
tesd[Wg,
sxmmT'e'page nvryr
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3'0 Preliminary Engineering SVVy4k0 Modeling and Technical Memorandum (Lump Sum)
3.1 Base.iine 3VVMIA/) Modeling: Using the 2O structure inspections and measure dovvnsfrom Task 2.3'
expand the SVWMM model architecture. Coordinate with the District to recommend locations of flow
meters and the rain gauge. It is assumed that the flow meters and rain gauge will be provided by
District' including maintenance if needed. Review metering and rain gauge data provided by the
District for quality control dUringthe metering period for up to4 months. Usingthe dry weather data,
calibrate and validate the expanded SVVNM model to dry weather conditions. Using the wet weather
data, calibrate and validate the expanded model to wet weather conditions. Perform dry and wet
weather baseUne assessment model runs with the goal ofdocumenting pre |&| reduction baseline
conditions.
3.2 Draft_Preii[ni ry Engineering Technical Memorandum: Develop a draft Preliminary Engineering
Technical Memorandum, which will include supporting graphics and figures for I&I rehabilitation.The
technical memorandum Will include a summary of the SVVMM modeling and baseline hydraulic
assessment' Fieldwork, collection system ratings, rehabilitation alternatives (structural vs. non-
structural options) analyses, construction estimates, life cycle cost estimates' construction
constraints, flow bypassing considerations, traffic control considerations and recommended project
elements including potential phasing considerations. This effort also includes confirming (a) the
remaining capacity in the North Richmond Lift Station via an attachment to the technical
memorandum and (b) the recommended improvements for the Chester Boulevard Interceptor Phase
||| Improvements Project via 3VVMM modeling.
3.3 Final Technical Me[norandu : Update the memorandum based on the meeting from Task 1.2 and
the District comments. Deliverable includes Final Technical Memorandum (furnish one (l) PDF
electronic copy and four(4) hard copies).
4'0 District Authorized Adioxxancw
4.1 District Authorized-A.Iiowanc,e: For additional work authorized by the OWNER and beyond the above
scope of work,such as the optional additional services listed below.
OPTNQNAL ADDITIONAL.SERVICE�(���inciw�e�hl�rgI�&�/�fn�I;
Upon separate written auth:)rizatinn by the District and after approval ofnegotiated fees, Commonwealth can
provide additional services such as those listed below.
` Electrical and I&C field work and assessment of the North Richmond Lift Station.
^ Hydraulic,electrical,and I&C field work and assessment of the Forth North Lift Station,
^ CCTV televising ofprivate |aterais.
^ Heavy sewer cleaning.
, Bypass pumping o/pipe p|ugging to perform CCTV televising and sewer cleaning.
^ Repairs or extractions of Hyd/omax equipment due to existing structural defects or failures of the collection
system.
° Accessing manholes that are elevated more than 4 feet above grade for'fieldwork.
^ Professional traffic control (such as barricades` sign boards, arrow boards' or lane closures) and permitting to
perform the fieldwork (ncte: light traffic control is included in the scoped field work, such as Utility Work Ahead
signs and cones.)
ex*/un'a'paoe1nn/a7
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~ Clearing and grubbing for site access to perform the fieldwork.
~ Manned entry into the collection system.
° Installation and maintenance of flow metering and rain gauges,
° 6eotechnicai investigations and gentechnica|design.
° Field work, including Surveying beyond the scoped hourly budget.
° Easements and land acquisition.
° Contanninatedaoiitestingond/org/oundwaterrnmnitoring.
° Subsurface utility engineering.
° VVet|and delineation and tree inventory survey,
~ Wetland mitigation and/or restoration plans.
° Phase| environmental assessment.
° Additional workshops, meetings,ur site visits.
° Final design, permitting, bidding and negotiating, and construction engineering.
° Conformed to contract drawings,
° Record drawings.
° Resident project representativeinspecdmn.
^ Post-construction monitoring.
, Green/sustainable infrastructuredesign.
° Regu[atory coordination beyond the scope,such as CSO LTCP updates and coordination with IDEM.
° Wage monitoring ofcontractorsduring construction.
° Archaeological investigation and monitoring.
EX*|8|T'B'page 1gof37
�
�
ANTICIPATED
����@�
��@�� N N��N �~�� N ���� �—����
Fee Summary
TASK FEE
Meetings, Project Management qA/g[ (Task l) $ 18.239 (Lump Sum)
'
Preliminary Engineering Field Work(Task 2) $ 240'+49 (Hourly)
Preliminary Engineerng8NMMModeling&Tech Memo(Task3) $ 41.868 (Lump Sum)
District Authorized A|iowanoe(Task 4) $ 25,000 (Hourly)
Grand Total $ 325,556
Fee Clarifications
The following clarifications pertain to the fee structure (i.e., lump sum or hourly) for scope items described
above as lump sum orhourly.
Lump Sum — Clarifications
~ Commonwealth may alter the distribution of compensation between individual tasks noted herein to be
consistent with services actually rendered but shall not exceed the total Lump Sum amount unless approved
in writing by the District.
, The Lump Sum includes compensation for Commonwealth's services and services of the District's 3ub-
[onsultantz' if any. Appropriate amounts have been incorporated in the Lump Sum to account for labor,
overhead, profit, and Reimbursable Expenses.
^ The portion of the Lump Sum amount billed for Commonwealth's services will be based upon the District's
estimate of the percentage of the total services actually completed during the billing period.
HourUy— CUar^ficat^ons
" Commonwealth may ahe- the distribution of compensation between individual tasks of the work noted
herein to be consistent with services actually rendered but shall not exceed the total estimated compensation
amount unless approved in writing bv the District.
, The total estimated compensation for Commonwealth's services included in the breakdown by tasks
incorporate at[tabor,overhead, profit, Reimbursable Expenses,and the Sub-Consultants'charges,
^ The amounts billed for Commonwealth's services will be based on the cumulative hours charged to the
Project during the billing period by each class of Commonwealth's employees times Standard Hourly Rates for
each applicable bitting class, plus Reimbursable Expenses and Commonwealth's Sub'Consukants' charges.
Standard Hourly Rates are subject to change on July lof each year.
Additional Serv^ces— CKarifications
^ Additional service provided by Commonwealth can be provided based on the Standard Hourly Rates listed
below. Standard Hourly Rates are Subject to change unJu|ylof each year.
Exme|T'a'pagrzomnr
COMMONWEALTH BILLABLE RATE SCHEDULE
COMMONWEALTH ENGINEERS, INC.
STANDARD HOURLY RATES AND REIMBURSABLE EXPENSES SCHEDULE
July 1, 2023-June 30, 2024
Billing Class Rate Per Hour Billing Class Rate Per Hour
Principal III $ 116.69 Environmental Compliance Manager $ 57,50
Principal II $ 107.06 Compliance Specialist 32.18
Principal I $ 97.86 Environmental Scientist 32.18
Project Man ler IV $ 96.86 Construction Manager 61.06
Project Manager III $ 90.62
Project Manager II $ 73,90 Resident Project Representative IV $ 47.83
Project Manager I $ 66.53 Resident Project Representative III 40.38
Resident Project Representative 36.44
Senior Electrical Engineer $ 90.62 Resident Project Representative I 32.50
Senior Process Engineer $ 79,85 Clerical Ill 40.01
Clerical II 30.39
Project Engineer IV $ 75,24 Clerical I 22.29
Project Engineer III $ 60.30
Project Engineer II $ 56.83 Reproduction Processor 27,86
Project Engineer I $ 52.70
Trainee 21,65
Engineering Intern III $ 46.84
Engineering Intern II $ 44.05 CADD Specialist IV 45,83
Engineering Intern I $ 39.73 CADD Specialist III 41.63
CADD Specialist II 35.60
CADD Specialist I 28,51
Designer IV $ 57.91
Designer III $ 53.41 Chief Technology Officer 66.88
Designer II $ 48.19 IT Tech 31.81
Designer I $ 38.90 Multimedia Coordinator 53.14
Survey Manager 62.40
Operations S $ 47.11 Surveyor 49.14
Project Surveyor 43.78
Grants Manager $ 59.98 Field Technician 37.56
In order to arrive at the total billing rate, the above direct payroll rates shall be multiplied by factors of
46.4654%and 96.4286%to account for payroll and general overhead costs respectively. In addition,a 15%
profit level is then added to arrive at total labor costs. This is a total multiplier factor of 3.3086 times direct
payroll rates,
Reimbursable Expenses
1, Travel. Starts at the office and shall be at the then approved rate by the U.S. Internal Revenue
Service.
2. Subsistence arid Lodging: Actual Cost
3. Express Charges and Postage, other than first class mail: Actual Cost.
4. Paper Prints: $0.75 per square foot.
5. Special Tests and Services of Special Consultants (not used without specific written consent of
Owner): Actual Costs, plus 15% profit,
It is agreed that the Owner will make payment of each invoice presented by Commonwealth within thirty(30)
days from the date of the invoice. Payments received after this time shall be subject to an interest charge of
1%per month.
EXHIBII 'B page 21 of 37
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REFERENCES
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"V4YrS1V�ry l�)(,�I �vn rr��P' °I ��a id 4I a VY" „ w"' ln, �h�, ^r�w lY,uVMOU,1V ttdllaiyl'I iVVlr 41u1+1'1�I�IPwfMI��dI�IfY,V'd)VV�III' )) �IIV�I,r�vV
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PROPOSED PROJECT SCHEDULE
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REFERENCES
Mr. Bill Musser Mr.Jonathan Perez
Mr. Lee Poulson
Town of Upland
Town of Warren Town of Syracuse
Town Manager
Utility Manager Council President
765.998.7439
5 260.375.3424 74.457.3229
Mr.Phil Peden
Mr.Gale Gerber Mr. Shannon Smitley
City of Berne City of Bloomington
City of Nappanee
Utilities Manager Storrriwater Commissioner Assistant Director of Engineer
260.589.8526 812.349.3634
574.773.2112
Ms.Judy James
Mr.Todd Sattison Mr.Jeff Gard, PE
Maysville RWSD
City of Auburn Aqua Indiana, Inc.
Wastewater Superintendent State Engineer President
260.925.5711 317.577.1390, ext.55207 260.657.1552
Mr. Brad Coomer
Mr.Terry Ciciora Mr.Jerry Lockridge
City of Rensselaer City of Huntingburg
City of Crown Point
Project Manager Wastewater Superintendent
Public Works Director
8 219.866.7833 12.683.2211
219.662.3252
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SECTION 4 ..... PROJECT TEAM
Our engineering experience encompasses a wide range of cidhdadllsetnrgieess
.
and opportunities facing today's municipalities and
Primary among these are the responsible utilization of water, air,
land, other natural resources, and infrastructure. Although
specialize in projects that directlyimpact water resources andw e the
environment, the scope of our organization permits us to offer an
impressive array of related services.
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AP loVv„of , ii 1 Brian Desharnais, PhD, PE
1 iiiiiioloolitq„,711
Vice President, Senior Project Manager
1116 1,, loll ,:,i1,',,e,61:1111111,11,111.1"1,1111111' .
1 illt II, dh00,11,111,„Ai ,„, 100010100
',,,Y 1,,,,, 10111606:111,,, Brian is responsible for all aspects of your project, from plan definition through
1 I 11 "'"' 1 11"1"101,111,
1 11 1 II, 11 111110 1.000,i, 1 1'1,, the presentation of the finished product. He will ensure your project keeps
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moving forward according to schedule, prepare project progress reports, report
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on project status,and resolve any issues that may arise.
Brian is always available to the Sanitary District through e-mail, office phone,
mobile phone, or in person. He will return all calls and e-mails by the next
Fort Wayne Office business day.
9604 Coldwater Road,Ste 203
Fort Wayne,IN 46307 We provide the commitment of these staff members to your effort. Each of the
260.494.3223 noted team members will be fully committed to the requested services for the
project's duration and will not be replaced after the work begins.
Mobile:317.730.6797
Email:bdesharnais@contactrei.com Our integrated team's philosophy is
to serve in partnership with clients
like you, to understand your current
position,recommend valid solutions,
Elijah Welch, PE and work together to achieve
successful projects.
District Engineer
Richmond Sanitary District
Brian Desharnais,PhD,PE
Senior Project Manager
Jason Sanford,PLS Brian Wilson,PE Brian Wilson,PE Brian Wilson,PE
Land Surveyor Project Engineer Project Engineer Project Engineer
Matt Janneck Aaron Burns, PE Aaron Burns,PE Aaron Burns, PE
Survey Field Assistant Project Engineer Project Engineer Project Engineer
Brian Waterman Brian Waterman
Designer&NAASCO Designer
Sub-Consultant Certification
HYDROMFIX USA
EXFilB1-1 "B page 26 of 37
, '111,111 „ 11
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11 Brian Desharnais, PhD, PE
Principal in Charge, Senior Project Manager
11;100104100,11,100,,11,1
1,1 Ir[111,11;1111;,,,,,I, Brian has been involved in the design and planning of wastewater projects both sanitary
.1 „
11 ,„
1111,u, 16, 1, 1011 collection and treatment facilities. He has extensive knowledge of the theory, design, and
practicai application of wastewater collection systems and treatment plants based on his
advanced education and work experience. One of Brian's primary strengths is advanced
111
hydraulic engineering, including sanitary and combined collection systems and lift stations.
EDUCATION RELEVANT PROJECT EXPERIENCE
PhD in civil
• City of Indianapolis,IN-Fall Creek Siphon and Lift Station Design:Designed a dry
Engineering
rloth.,,,vostern weather pump station and wet weather relief siphon overflow,
University,2000 City of Indianapolis,IN- Buck Creek Lift Station Design:Assisted with the PER and
Hydraulic Engineering subsequent design of the expansion of the lift station from 30 MGD to 60 MGD.
courses Clemson
University,1995 * City of Indianapolis,IN- Interplant Connection and Lift Station Design: Designed the 35
MGD lift station associated with the Interplant Connector.
Mts.in Fnvirortmntal
Engineering • City of Fort Wayne,IN-Sweetwater Pumping Design: Managed the design of a low head
Row Hillman,1095 and high flow sweetwater pumping system for CSO Pond 1.
CS.in Civil Engineering
Merrimack College, • City of Fort Wayne,IN-Water Pollution Control Plant Planning:Created a steady-state
1993 hydraulic model of the City's entire WPCP including all pumping systems.
REGISTRATION ▪ City of Fort Wayne,IN-Southwest Area Lift Station Planning: Performed preliminary
PE l 10?'08217 engineering and modeling of GS and Junk Ditch Pump Stations.
i\l#
Pipeline
&Manhole * City of Richmond,IN-Short Creek Lift Station:Currently managing the design of major
Assessment upgrades to the City's Short Creek Lift Station to meet LTCP compliance.
Certification
• City of Richmond,IN-Hayes Lift Station:Currently managing the design of the Hayes Lift
MEMBERSHIPS Station to support future commercial and residential growth.
American Society of
Civil Engineers(ASCE) • City of Kokomo,IN- Highland Park Pump Station Design: Managed the design of major
lift station improvements to meet LTCP compliance.
Indiana Mier
Environment * City of Terre Haute,IN-Phase 1-3 Main Lift Station Design: Managed the surge analysis
Association on the lift station and force main.
PATENTS &AWARDS • City of Greenfield,IN- Influent Pump Station Design: Managed the surge analysis on the
lift station and force main,
U.S.Patent
Eleilmkinetic Soil • City of Rensselaer,IN- Main Lift Station Design: Managed the design of the main lift
Sampling Technology station and several smaller lift stations in the collection system.
Excellence in • Speedway,Elwood,Nappanee,Monticello,Plymouth, Decatur,Rensselaer,Richmond-
Engineeringreaching LTCP Improvements Hydraulic Modeling:Developed numerous comprehensive hydraulic
Award(2001i&2002)
models of collection systems, pumping systems,and WWTPs.
ACS Environmental
chemistry 2000 Award
ASCE's Dani€1.W.Mead
Award Engineering
Ethics(1994)
EXHIBIT'B page 27 of 37
�
Brian ��~������ ���
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~ ~ -�1-~,�� Engineer, � �~_-~_,_~~_�_~
Brian`5 responsibilities involve the planning and designing of wastewater collection projects.
Brian's primary strengths include SVVMM modeling on multiple platforms, treatment plant
hydrauWc mmdeiing, custom hydraulic analyses, pumping and surge mitigation systems, and
combined sewer overflow treatment facilities. He also has in-depth experience with large
diameter collection system projects and various installation techniques such as open-cut and
^
tnench|ess construction methods.
EDUCATION�
Bachelor,of Sder)ce RELEVANT PROJECT EXPERIENCE
in Engineering ^ City of Fort Wayne, IN - Hessen Cassel Stmrmmxxater Improvements Phase |: P[SVVMM 2D
University mfsouthern modeling for stormwater drainage improvements including swales and detention facilities.
� Indiana, �
2015 ^ City of Fort Wayne, IN-OutfaU861 andV62 Relief Sewer: Designed a combined wastewater
diversion structure using hydraulic calculations and modeling. Developed detailed cost
estinnatesbasedonconstructionpiansanddetai|edspe�i�cetions
���|���AT!�� ^
� Professional Engineer ° City of Fort Wayne, IN - 3RPORT Tunnel Modeling: Assisted with complex hydraulic SWMM
� |W#Il90QaaG modeling to assess the performance of the City's collection system improvements.
MEMBERSHIPS , City of Fort Wayne, |N - Hydraulic Assessment for Rothman Road Area: Calibration ofthe
�md>anoVVoter City of FortVVayne's EPA SVVMM model of the Rothman and Tamarack Sewer Basins was
Environment completed to develop a too[ to evaluate alternatives to mitigate sanitary sewer discharges
Association(IVxEA) � Occurring within the sewer basins,
VVate,Envinmnmeut
~ City ofRichmond, IN- NW 13th Street Basin Interceptor Replacement Project: Evaluated
Federation(WEE)
the operation and condition of an existing pump station before and after the proposed
Youn0profesaiu»als interceptor improvements using the XPSVVNM sewer model. Aided in the design of a three-
cmrwsittae(Ixv6A)
barrel siphon system to pass under the East Fork 0Vhi1evvaterRiver.
ENGINEERING ° City ofRichmond, IN - CSO 086 Sanitary Sewer Improvements: Lead hydraulic GVVMN
SOFTWARE modeler.Assisted with preliminary engineering and hydraulic calculations.
optimizexWCS ° City of Kokomo,|N-Long-Term Control Plan Modeling and Design: Hydraulic model bui(d'
XPSWMM out and calibration of the City ofKokomm'sLTCPmodel.
EPASNMM �
pCSwmm ° Town of Highland, IN - SSO Remedial Projects Modeling: Assisted with preliminary
Visua(Hydraulics engimeehng consent decree 6VVM MmodeUng.
AcgGIS " City of Cnmm/n Point, IN - Sanitary Sewer Master Plan Modeling: Assisted with systemwide
CiW|3Q Storm and recalibration and modeling of the City's collection system for master plan pUrposes.
Sanitary Ana|ysls(SSA)
` , City of Monticello, IN - Long-Term Control Plan Modeling: Assisted with systemwide
recalibration and modeling of the City's collection system for LTCP project phasing,
, City of Madison, IN - Long-Term Control Program Construction Monitoring and 1/1
Improvements: Worked with the calibration and validation of the XPSVVMM combined sewer
model, which is used as a gauge to measure the |/| improvement efforts being performed by
the City ofMadison.
° Cityof Montpelier, IN- Long-Term Control Plan Update: Led a flow monitoring program for
the City of Montpelier that included six flow meters, a river level,and a rain gauge.
sxn|on'a'page 2eoror
Aaron Burns, PE
�� ~��� �����°�������
~ ~ _1-___ °�~~��~~~_,~~
Aaron jc1ned Commonwealth Engineers in 2019 after obtaining his Bachelor,of Science Degree in
Civil Engineering from Trine University. He recently passed the Principles and Practice of
Engineering (PE) exam. His responsibilities include hydraulic computer modeling, engineering
report and contract document preparation,and design calculations.
RELEVANT PROJECT EXPERIENCE
EDUCATION City of Richmond, IN - Short Creek Interceptor Modelling and Design: The City of
�S.Civil Engineering Richmond Sanitary District's Short Creek Interceptor Sewer Basin EPA SVVMM model was
Trine University, calibrated to develop a tnV| to evaluate alternatives to mitigate sanitary sewer discharges
2019
� occurring within the sewer basin. The recommended alternatives included upgrading an
existing lift station and routing the flow to another interceptor that has capacity to receive
REGISTRATION� these flows and upgrading the interceptor's main lift station to handle the expected flow
Professional Engineer from the entire sewer basin.
|N#PEW0|NG
° City of Richmond, IN - West Side Interceptor Improvements K4odeiing and Design:
Engineering Intern'' Assisted with the deve|upment of alternatives for the West Side Interceptor Sewer Basin
!N#31.900165
Using the EPA 6VVMM software. This included design calculations to size sewer pipes for a
1wm-barreisiphontVpassundertheEastForkVVhitewaterRiver' whichvvereconfirmedusing
the hydraulic mode[.
^ City of Richmond, IN - Midwest |ndustriaL Park Euaivation Modeiing and Design:
Evaluated different alternatives for conveying existing and future wastewater from an
industrial park in Richmond using the XP8VVMM sewer model. These alternatives included a
lift station and force main,gravity sewers,and a combination ofboth.
~ Parke County, IN - Regimna\ Sewer District Formation PER: Developed a preliminary
engineering report for the Parke County Regional Sewer District that included evaluating the
District's need and cost for public sewer utilities throughout a portion of the county.
° Town of Rome City, IN -VUasteuxater PER: Completed a preliminary engineering report for
the Town of Rome City, The report included alternatives for a new main lift station and
VVVVTP that wilt convey arid treat wastewater from the existing and future service area.
, City of K4omticeLK*, IN - BoN Corporation Sanitary Sewer Improvements: Evaluated
alternatives to improve sewer conveyance using a calibrated EPA SWMM hydraulic model and
provided cost estimates for these alternatives. Assisted in the development ofa set of plans
and created the contract documents once an alternative was selected.
EXx|Bna'page 2Soy37
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ct ~_�_~q�=~_�
Brian brings dose to ZS years of experience in infrastructure design. His experience includes
sanitary sewer collection systems' wastewater treatment, combined sewer separation, storm
sewer networks,water distribution, and water treatment projects.Additionally, he has designed
numerous sanitary lift stations and septic system elimination projects, He actively participates in
� all phases Vf the project, inc|udingsurveying' designing' drafting'andpr jectinspection. Hehas
also become actively involved in sanitary sewer rehabilitation and has completed his NASGCO
EDUCATION Pipeline and Manhole Assessment Certification.
B.S'[onstpuchon RELEVANT PROJECT EXPERIENCE
Techomimg&
~ City of Port Wayne, IN - Baer Field Thrum/ay Feeder Main: fieldwork and design of
PurclmeQmiversk8
1895 appnoximate<y2O,OOD LF of24-inch water main with appurtenant reconnections crossing
beneath the St. Nary`sRiver.
A.S.����En�ineer�n�
� � ° City of New Haven, IN - Distribution System Improvements: fieldwork and design of
PordmeBnivesity°
eppmoxinnateiy45,OOO LF of water mains ranging in size from I6-inch to 6-inch water main,
1994
with all appurtenant valves, hydrants' etc. Designed 22'000 LFofdirectional drilled water
4�4rch;teove�� mains ranging in size from 8-inchto4-inch.
��hm*io#�
� ° Town ofHunte,tovum, I0 - Carroll Creek Water Main Extension: fieldwork arid design of
Purdue University,
1994 16,000 LF of I2-inch water main along S.R. 3 to Carroll [reek Subdivision along with
appurtenant valves, hydrants,etc.
° City ofLigonier, IN - VVater Distribution System improvements: fieldwork and design of
approximately 32745 LF of mains ranging in size from lG-inch to 6-inch water noain
��������A�|�N� " '
with all appurtenant valves,hydrants, etc.
NA58COPipmHme
° City of New Haven, IN - East Industrial Water Main Extension: fieldwork and design of
Asscmmment(P*CP)
� 500.000-gaiion elevated storage tank coupied with 6,700 LF ofI2-inch vvatermain, with all
Manhoiem(MA[p) appurtenant valves, hydrants,etc.
Certification, ° ToxmofO$siam' 1N - Existing Sewage Treatment Facility Expansion: included a new raw
W'909-9394
sewage pump station, screening' f(uvv metering structure, aeration basins, final clarifiers,
drying beds,disinfection unit process,and soiids storage begs.
° Town of Hoagland, IN - Wastewater Treatment Facility Improvements: fieldwork and
design of improvements to the waste stabilization ponds, including an ultraviolet disinfection
structure,Updated mechanical equipment and an overflow metering structure.
° Town ofAv|Wa, IN - Water Treatment and Distribution Improvements: fieldwork and
design of improvements to water distribution system and water treatment facility,�nclucling a
new well,a new 500 gallon per minute water treatment facility, arid a 150,000-gatton elevated
storage tank coupled with new distribution mains,
~ Indiana Department ofAdministration Sewage Works lnmpnmxemman8 - Chain 0' Lakes
State Park, IN: fieldwork and design o/ modifications to the wastewater treatment facility,
including the addition of a flow metering structure and an emergency generator.
° Allen County Regional Water and Sewer District, Allen County, IN - Design mfover 20
different septic elimination projects.
° Adams County Regional Sewer District, Adams County, YN - Implementation of municipal
sanitary sewers for approximately 25O individual customers in four different service areas.
` Jay County Regional Sewer District,Jay County |N-new collection systems in the FoxHre&
5keens Additions Service Areas.
ex*|13|T'B'page 3Onf37
h 'III
„11: 111i 101 , 111 1101111111
„ II Jason Sanford, PLS
111, f Lead Surveyor
It, 11,1111,
111 ,11 11,1011i111,1
10001' loll ,„11:1,1, With over eighteen (18) years of experience as a Professional Land Surveyor and Mapper, Jason
is responsible for managing all land surveying activities and staffing, ensuring best practices are
,1 111
followed and quality assurance goals are obtained. He has a thorough knowledge of ALTA
fv ,,d/i , surveys' principles, practices, and procedures, topographic surveys, boundary surveys, legal
"' descriptions, and easement preparation. His experience includes performing ALTA/ACSM land
title surveys, boundary surveys, topographic surveys, flow metering, smoke testing, elevation
EDUCATION certificates, hydraulic and sewer modeling,construction inspection, and construction layout. He
Associates Degree
has vast experience with survey equipment, including GPS, total stations, robotic total stations,
in
data collectors, smoke machines,and flow meters.
Vincennes Univr,rsity
RELEVANT PROJECT EXPERIENCE
• Town of Lapel,IN-Waterworks Improvements
REGISTRATION • Orange County,IN-Waterway Debris Removal
Indiana Registered Land * City of Plymouth,IN Water Treatment Plant Improvements
Surveyor City of Berne,IN-Wastewater Treatment Plant Improvements
S#20800120
• City of Crown Point,IN-Sewer Separation and Infiltration/Inflow Reduction
• Town of Culver,IN-Sanitary Sewer Treatment Plant,Interceptor Rehab&Drainage Study
MEMBERSHIPS • City of Fishers,IN-Hague&Allison Road Lift Stations Evaluations
Indiana Society of * City of Indianapolis,IN-Pleasant Run Deep Tunnel Advanced Facility Plan
Professional
• City of Indianapolis,IN-86th and Washington Streets Septic Tank Removal
land Surveyors
• City of Indianapolis,IN- Pogue's Run Sewer Separation and Drainage
• City of Indianapolis, IN-Small Diameter Sanitary/Combined Sewer Rehabilitation
• City of Jonesboro,IN-Wastewater Collection System Improvements
• Town of Kennard,IN-WWTP Improvements/Sewer Collection System Rehab
• Town of Lowell,IN-High-Rate Wet Weather Treatment
• Town of Oolitic,IN-Sanitary Sewer Treatment Plant and Interceptor Rehabilitation
• Town of Orleans,IN-Wastewater Collection&Treatment Rehabilitation
• Town of Osgood,IN-Storm Sewer Rehabilitation/Wastewater Treatment Plant Rehab.
• City of Nappanee,IN-CSO Elimination/Wet Weather Treatment
• City of New Haven,IN-Sanitary Sewer Study/Modeling
• City of Nineveh,IN-Camp Atterbury Military Camp Sewer Infiltration/Inflow Reduction
• Town of Pierceton,IN-Pierceton Elementary School Site Design/Building Relocation
• Town of Prince's Lake,IN-Wastewater Collection&Treatment Rehabilitation
• City of Richmond,IN-East Side Interceptor Project Phase II
• Town of Speedway,IN-GIS Mapping
• Town of Speedway,IN-Sewer Separation
• City of Terre Haute,IN- Richland Manor Lift Station Elimination
• Town of Winamac,IN-Sewer Separation
EXHIBIT 'B page 31 of 31
I HI,
II Mathew Janneck
,111 I 1J Assistant
11141,1411 /A Land Surveyor
4,1,11?0,
,„4000 With over thirteen (13)years of experience as a Professional Land Surveyor with Commonwealth
/ o , Engineers, Inc., Matt is responsible for managing all land surveying activities and staffing,
4# 14 A ensuring best practices are followed, and quality assurance goals are obtained. He has a
9N110
1,01) v, thorough knowledge of the principles, practices, and procedures of ALTA surveys, topographic
,4011h1 '
surveys, boundary surveys, legal descriptions, and easement preparation. His experience
includes performing ALTA/ACSM land title surveys, boundary surveys, topographic surveys, and
construction layouts. His vast experience with survey equipment includes GPS, total stations,
MEMBERSHIPS
robotic total stations,and data collectors.
indurna Society of
Professional RELEVANT PROJECT EXPERIENCE
Land Surveyors
• City of Crown Point,IN-Sewer Separation and Infiltration/Inflow Reduction
• Town of Culver,IN-Sanitary Sewer Treatment Plant and Interceptor Rehabilitation
• City of Fishers,IN-Hague&Allison Road Lift Stations Evaluations
• Harts Lake, IN- Dam Improvements
• City of Indianapolis,IN- Pleasant Run Deep Tunnel Advanced Facility Plan
• City of Indianapolis,IN-86th and Washington Streets Septic Tank Removal
• City of Indianapolis,IN-Pogue's Run Sewer Separation and Drainage
• City of Indianapolis,IN-Small Diameter Sanitary/Combined Sewer Rehabilitation
• City of Jonesboro,IN-Wastewater Collection System Improvements
• Town of Kennard,IN-Wastewater Treatment Plant Improvements
• Town of Lapel,IN-Waterworks Improvements
• Town of Lowell, IN- High Rate Wet Weather Treatment
• Luce Township Regional Sewer District,Evansville,IN-Septic Tank Removal
• Town of Oolitic, IN-Sanitary Sewer Treatment Plant and Interceptor Rehabilitation
• Orange County,IN-Waterway Debris Removal
• Town of Orleans,IN-Wastewater Collection&Treatment Rehabilitation
• Town of Osgood,IN-Storm Sewer Rehabilitation
• City of Plymouth,IN-Water Treatment Plant Improvements
• Town of Prince's Lake,IN-Wastewater Collection&Treatment Rehabilitation
• City of Richmond,IN- East Side Interceptor Project Phase II
• Town of Speedway,IN GIS Mapping
• Town of Speedway,IN-Sewer Separation
• City of Terre Haute, IN-Richland Manor Lift Station Elimination
• Town of Winamac, -Sewer Separation
EXI PBTB page 32 of 37
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SECTION 5 - RELATED PROJECT
EXPERIENCE
Unlike many other engineering firms, we chose to specialize in
environmental engineering. More specifically, water resources
encompass 95% of Commonwealth's annual business.
Commonwealth Engineers has planned, designed, and constructed
hundreds of projects throughout Indiana and Kentucky. We have
developed a "level of experience," which has been shared with
communities of all sizes in addressing their particular project needs,
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° |nf[ovv&|nfiitration |nvestigadon
o Smoke Testing(South Haven&Aboite Township,Allen County)
o Flow Metering(Hendricks[ounty&Aboite Township,Allen County)\
° Studies
o Midwest VYVVTP Solids Handling and Expansion (Aboite Township,Allen County)
o Force Main&Mu.tipie Lift Stations(South Haven)
o Septic Elimination (Aboite Township,Allen County)
m Lateral Investigation (Aboite Township,Allen County)
~ Regulatory
o Midwest VVVVTPMPUES Modification (Aboite Township,Allen County)
o VVetiand Delineation for Bittersweet Interceptor(Aboite Township,Allen County)
° Design
o Multiple Lift Stations(Hendricks County and Aboite Township,Allen County)
o Mu\hp|eSeptic Eli mination Projects (AboiteTomnship)
PROJECT DESCRIPTION
do
Aqua Indiana, Inc. owns and operates multiple water and wastewater utilities
throughout the State of Indiana, Commonwealth Engineers has assisted on ' � ^
multiple projects in Hendricks County, Aboite Township of Allen County, and61
South Haven. Commonwealth's partnership with Aqua commenced in 2016
when Commonwealth assisted with Smoke Testing and Electrical Design for � � /
multiple Lift Station upgrades, Example projects include:
Inflow & Investigation - Conmonwea(th performed smoke testing in multiple
locations that identified sources of |/| that provide Aqua the ability to evaluate -
means for mitigating 1/1,Additionally,flow metering was completed in Hendricks County and Aboite Township to locate areas within their system to target further
investigation to mitigate|/|.The AboiteTownship flow metering had target areas CLIENT
but ultimately focused on the entire Main AboiteVVVVTP service area. Jim Shields, PE
State Engineer
MidwestVVVVTP Solids Handling Study, NPQES Modification, and Expansion Aqua Indiana, Inc.
Study _ The MidwestVVVVTP was expended in 2017. and Aqua required 575O Castle Creek Parkway M. Drive
assistance with modifying their NPDES as the expansion included connection by Suiha3I4
the City of Fort Wayne that was predominately Industrial Flows. The industrial Indianapolis, Indiana
Flows increased solids loading substantially, and the facility required operation 317S77.I390,Ext55207
of their belt press five (5) days a week for approximately 12 hours as they lacked
sludge storage and belt press capacity to reduce dewate/ingoperations. The COMPLETED
Solids Handling Study evaluated decant abilities within their sludge storage 28I8 through 2Q2I
tanks and the operation of tanks with respect to turndown ability of their
blowers for mixing and a|terratives for increasing their devvate/ingcapabilities.
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Recommendations included replacing their existing blowers with Positive Displacement Blowers to allow mixing in
one tank white decamting/devvatering from another tank, modifying decant mechanism to aiiovv for decanting
more Volume, and adding a new belt press that allows for operating 2-3 days a week for 6-8 hours.The Expansion
Study included an evaluation of flows from the City of Fort Wayne and growth to determine expansion needs to
allow the facility to operate below 90%capacity through 2025, as that is when the agreement with the City of Fort
Wayne ends. Additionally, the study identified capacity available for the City of Fort Wayne beyond 2025through
2035. with or without expan(ling the facility. During the study, Aqua received an Early Warning Sewer Ban as a
result of the facility operating beyond the design capacity. Aqua has managed flows with close coordination with
the City of Fort Wayne arid will review the future needs of the City of Fort Wayne to determine the next steps with
respect Lu the expansion needs nf their facility.
South Haven Salt Creek Lift Station and Line W Force Maio Study - The Line U Force Main Study evaluated
future growth and sizing required for the force main where replacement is needed.Also,the connecting lift station
capacities were evaluated and found multiple that was undersized for current and/or future conditions.
Recommendations include replacing approximately half of the existing force main with 12" and I6." installing
combination air release valves on Line U and other connecting force mains, upgrading one of their major lift
stations,and increasing impeller size in one of their lift stations. After completing the Line U Force Main Study,the
Salt Creek Lift Station was evaluated to identify alternatives for increasing capacity. It was ultimately determined
that converting toa Submersible lift station was recommended.
Septic Elimination Feasibility Study and Design- Multiple areas were identified within Abo}te Township ofAllen
County that is unsew/ered and are in close proximity to existing sewers. The Feasibility Study evaluated low-
pressure and gravity sewers coupied with cost estimates that provided Aqua the ability to prioritize based on
affordability. Upon cmmp|etio7 of this study, septic elimination designs were completed for areas that were faced
with failing systems hn the areas of Parkway Hills (29 connections), Covington Rood (7 connections), and Liberty
Mills(4connections).
Design for Lift Station Upgrades - Aqua has performed multiple lift station upgrades internally, only requiring
assistance with electrical and control design efforts. Commonwealth assisted with the design of multiple lift
stations in Hendricks County and Aboite Township of Allen County. The lift station designs include Prairie Landing,
County Line,Micnm-Pu|se.Salt Creek,and Estates ofHomestead.
gy
51
NORTH
��0�o � 0 INVESTIGATION
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° Smoke Testing
° Separate Sanitary Sewers
° |/| |nvextigadon
.
Pngect was to identify possible sources of infiltration and inflow into the
separate sanitary syseminN�ppaneeinordertodeveiVpco�ectiverennedies
' �
Flow Metering was also included to determine magnitude mf|/|to Maple Lane Lift
Station.
The project consisted of smoke testing the sanitary sewer system in three (3) CLIENT
areas in Nappanee: Northwood, MD Acres and Amish Acres. The results were Gate Gerber
presented in a final report that identified and documented deficiencies of the Utilities Manager
sanitary sewer system that are sources of |/| and provide suggesed City cfNappanee
improvements to eliminate the Sources. 30U West Lincoln Street
Nappanee, Indiana
574.356.6034
COMPLETED
December2822
��� ��0���^������x�� UTILITY
��� ���0�����,�����v�Y��� � 0 0�N 0 � STUDY
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� v«:
- Potable Water Master PLanning&Corrective Alternative Analyses - �- -- ---
° Wastewater Master P|anning&CVrnactive Alternative Analyses
`
° Field Work Including Manhole Inspections,Cleaning,&Te|evising
° OCRAGrant/FundinQ
The intent of this project was to maintain reliable water and sewer service <o
customers and address water distribution and wastewater collection system
deficiencies in the RCA neighborhood. Example tasks included:
l. Evaluating the pressL.re needs and aging infrastructure of the water
distribution system in tie area. CLIENT
2. Assessing the existing sanitary sewer system in the anea and impacts on Wade Cohagen (Potable Water)
downstream Combined, Sewer System (C6G) and impact on Combined Sewer Bob Lindley(VVastewater)
Overflow characteristics. City of Monticello'
225 North Main Street
3. UdYizing Commonwealth's unique understanding of both utilities` including Monticello,Indiana
the existing water mode[ and ongoing Long Term Control Plan (LT[p) 574.583.5443
assessment/modeling bm prioritize system needs within grant funding.
4. Identifying high-risk sanitary sewers for cleaning and televising within the COMPLETED
study area tomaximizethe benefit of priority projects. August2U23
9 Corporate Office
7256 Company Drive
Indianapolis, IN 46237 I Tax ID#35-1331882
Regional Offices: Crown Point, Evansville, Fort Wayne,
Indianapolis North, and South Bend, IN I Bowling Green, KY ir
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