00-96 Resolution No. 00-96
RESOLUTION
AUTHORIZING EXECUTION OF PHASE I OF AN AGREEMENT WITH
METCALF & EDDY FOR ENGINEERING SERVICES FOR
BOOSTER PUMPS AT FOX LANE, LYLE AVENUE BOOSTER PUMP STATION
AND THE RIVERSIDE WATER TREATMENT PLANT
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,
ILLINOIS, that Joyce A. Parker, City Manager, and Dolonna
Mecum, City Clerk, be and are hereby authorized and directed
to execute Phase I of an agreement on behalf of the City of
Elgin with Metcalf & Eddy for engineering services for booster
pumps at Fox Lane, Lyle Avenue Booster Pump Station and the
Riverside Water Treatment Plant, a copy of which is attached
hereto and made a part hereof by reference .
s/ Ed Schock
Ed Schock, Mayor
Presented: April 12 , 2000
Adopted: April 12 , 2000
Vote : Yeas 6 Nays 0
Attest :
s/ Dolonna Mecum
Dolonna Mecum, City Clerk
1 ' ;
AGREEMENT
THIS AGREEMENT is made and entered into this day of /t P2, l 7 , 2000, by and
between the City of Elgin, an Illinois municipal corporation (hereinafter referred to as "CITY")
and Metcalf& Eddy an Delaware Corporation (hereinafter referred to as "ENGINEER").
WHEREAS, the CITY desires to engage the Engineer to furnish certain professional
services in connection with construction and installation of booster pumps at Fox Lane, Lyle
Avenue Booster Pump Station, and Riverside Water Treatment Plant (hereinafter referred to as
the "PROJECT"); and
WHEREAS, the ENGINEER represents that it is in compliance with all Illinois statutes
relating to professional registration and has the necessary expertise and experience to furnish such
services upon the terms and conditions set forth herein below.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained
herein, the sufficiency of which are hereby acknowledged, it is hereby agreed by and between the
CITY and the ENGINEER that the CITY does hereby retain the ENGINEER to act for and
represent it in all engineering matters involved in the PROJECT, subject to the following terms,
conditions and stipulations, to-wit:
I. SCOPE OF WORK
The scope of work for the two projects consists of the tasks described below. This scope of work
is applicable to both the Fox Lane Booster Pump Station project and to the Lyle Avenue pump
replacement and Riverside High Zone pump addition project. However, certain tasks are clearly
indicated for one project or the other, while most tasks are applicable to both projects.
Fox Lane Booster Pump Station project will be designed in accordance with recommendation of
the West Zone Water Master Plan Update presently understudy.
The phases of this project are as follows:
Phase I: Preliminary Design 2000
Phase II: Final design and preparation
of construction bid document 2001
Phase III: Construction bid services,
Construction inspection phase
services, and resident
engineering services 2002
The design and construction of Lyle Avenue pump replacement and Riverside High Zone pump
addition project shall be completed in year 2000.
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TASK la: Obtain Records
The ENGINEER will obtain copies of design and record drawings, certified pump curves,
specifications, and planning reports as available from the City. The ENGINEER shall spend one
day with City staff discussing the City's pumping needs and obtaining the necessary system
records. The proposed Fox Lane site will be visited, as also the Riverside and Lyle Avenue pump
stations.
TASK lb: Obtain Site Survey and Easement Information for Fox Lane Station
ENGINEER shall retain a surveyor to collect the necessary data. ENGINEER's staff engineer
will work with the surveyor to obtain the desired survey points. This task also includes the
preparation of easement descriptions as required for the Fox Lane Booster Pump Station project.
TASK 2a: Prepare Preliminary Design Memorandum
The ENGINEER shall prepare design memorandum for each design discipline required for this
work. The design memorandum shall feature the design standards to be used for the design work,
system goals, and system design parameters upon which the design will be based.
TASK 2b: Prepare Preliminary Design
Preliminary design calculations and drawings shall be prepared for the pump additions and for the
new pump station. Preliminary design documents shall be of sufficient detail to represent the
design intents and to allow discussion on the design with City staff.
A geotechnical investigation will be performed for the Fox Lane Booster Pump Station. The
geotechnical investigation shall include one soil boring at the pump station location, drilled to a
depth of not greater than 30 feet. A geotechnical report will be prepared based on the boring. The
structural design memorandum will be based upon the geotechnical report.
TASK 2c: Perform Technical Advisory Team Review of Preliminary Design
The ENGINEER technical advisory team will review the preliminary design documents and
provide the design team with comments based on their extensive knowledge of similar system
designs.
TASK 2d: Discuss Preliminary Design with City and Finalize Preliminary Design
Preliminary design documents shall be presented to the City. Meetings will be scheduled for the
ENGINEER to discuss the preliminary designs with the City. Comments resultant from the
meetings will be addressed and the preliminary design documents will be issued in a fmal version.
One meeting will be held for the Fox Lane Booster Pump Station preliminary design and one
meeting will be held for the Lyle Avenue pump replacement and Riverside High Zone pump
addition preliminary design.
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TASK 3a: Prepare Design Documents
The preliminary design memorandum and the preliminary design documents will provide the basis
upon which the detailed designs will be prepared. For the Fox Lane Booster Pump Station, shall
include preparation of drawings for the following disciplines:
Civil/Site
Architectural
Structural
Mechanical Process
Mechanical HVAC & Plumbing
Electrical
Instrumentation & Control.
The Lyle Avenue and Riverside pump station modifications shall include minor structural
modifications which can be included on the mechanical process drawings. Drawings for the
following design disciplines shall be included for the Lyle Avenue and Riverside pump station
modifications:
Mechanical Process
Electrical
Instrumentation & Control.
Disciplines will be presented on combined drawings when sufficient detail can be provided in such
manner.
TASK 3b: Prepare Opinions of Probable Construction Costs
The design documents shall provide a basis upon which opinions of probable construction costs
will be prepared for work at the three pump stations. The estimates will not include costs for
easement acquisition.
TASK 3c: Perform Technical Advisory Team Review of Design
The ENGINEER's technical advisory team will review the design documents and provide the
design team with comments based on their extensive knowledge of similar system designs.
TASK 3d: Discuss Design with City and Finalize Design Documents
Two sets of design documents for each of the two projects will be provided to the City for review.
Meeting will be scheduled for ENGINEER to discuss the design documents with the City.
Comments resultant from the meetings will be addressed and the design documents will be issued
in a fmal version.
Twenty (20) sets of final documents for each of the two projects will be provided to the City for
bidding purposes.
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TASK 3e: Assist City with Permit Applications
The ENGINEER shall submit fmal drawings and specifications to the Illinois Environmental
Protection Agency, the Illinois State Division of Waterways, Kane County, and any other
governmental agency that has a regulatory interest in the project, and provide all other services
to secure permit approval.
TASK 3f: Assist City with Bidding Phase
The ENGINEER shall arrange a pre-bid meeting. Following the pre-bid meeting, the ENGINEER
will receive bidder questions and requests for clarification. Based on these questions and requests,
the ENGINEER will prepare addenda as necessary to respond to the questions presented. Addenda
will be issued to the City for distribution to the bidders.
TASK 4a: Assist City with Bid Review and Contract Award
The ENGINEER shall evaluate the Bids and bidders to determine if the bids were submitted in
accordance with the contract documents and if the bidders are qualified to perform the work.
Following this review, a recommendation shall be presented to the City for award of the
construction contracts. Assistance will be provided with execution of the contracts and review of
contract related documents provided by the successful bidder. The ENGINEER shall attend a pre-
construction meeting with the City and the Contractor. The pre-construction meeting will help to
identify personnel from all parties, establish lines of communication, discuss procedures for
submittals, and discuss other important administrative issues for the project.
TASK 4b: Review Contractor Submittals
Contractor submittals shall be reviewed for compliance with the design documents and design
intents. Copies of the submittals will be returned to the Contractor with comments. Copies of the
submittals will also be maintained in ENGINEER's office. A copy of each submittal shall be
forwarded to the City after completion of the review of each submittal.
TASK 4c: Provide Periodic Construction Site Visits
Fox Lane Booster Pump Station:
Site visits during the project construction will be performed on an as-needed basis to observe the
construction progress and to verify that the contractor is complying with the intent of the contract
documents. For the Fox Lane Booster Pump Station project, site visits shall be an average of two
days per week by a senior engineer throughout a 4 month construction period. Each visit is
estimated to be 4 hours in duration. 10 visits by the project manager are also estimated throughout
the construction period for a total of 44 visits. Visits may be required on a more frequent basis
at times and less frequently at other times during the project. During the weekly site visits,
meetings will be held with the contractors to discuss problems encountered, work anticipated
during the next week, and project schedules. During the site visits, ENGINEER's personnel will
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observe the work in progress to assist the City in determining that the work is proceeding as
scheduled and in accordance with the contract documents. Whenever it is believed that any work,
equipment, or materials are faulty, defective, not per approved shop drawings, or not in
conformance with the contract documents, notification to the City will be made along with a
recommended course of action. The ENGINEER shall communicate with the contractor and the
City with regard to coordination of construction activities with existing facility operations. The
ENGINEER shall coordinate efforts of the materials testing services subcontractor.
To verify that the contractor is performing work in accordance with the plans and specifications,
certain field testing services may be required during the construction work. The type of work that
is typically performed by the materials testing firm includes compacted fill testing, foundation
bearing material tests, concrete slump tests, concrete air content tests, and concrete cylinder
compressive strength tests. These services will be provided directly by the City.
Lyle Avenue Pump Replacement and Riverside High Zone Pump Addition:
The same items described for the Fox Lane Booster Pump Station site visits will be performed for
the Lyle Avenue Pump Replacement and the Riverside High Zone Pump Addition project. The
construction work is estimated to require 1-1/2 months. A total of 16 site visits are anticipated to
be necessary during construction for this portion of the project, 12 by the senior engineer and 4
by the project manager. This estimate assumes that work is performed concurrently for the Lyle
Avenue and the Riverside stations.
Since the construction contracts will be between the City and the contractors, ENGINEER will
not have control over the work schedule maintained by the contractor. Therefore, should the on-
site inspections require more effort than described above, an appropriate adjustment to our scope
of work and contract funding will be necessary for this task.
TASK 4d: Review Contractor Pay Request Submittals
The Contractor's monthly pay requests will be reviewed and compared with the work completed.
ENGINEER shall verify that the pay request is consistent with the work completed and make
recommendations to the City regarding payments. Pay request reviews will include updates on
work progress, current issues of concern, and anticipated progress.
TASK 4e: Assist with Change Orders, Attend Start-Up, and Assist with Project Close
Contractor questions regarding the design intent will be received, reviewed, and responded to as
necessary to clarify, interpret, and modify the contract documents. Assistance with preparation
of Contract change orders will be provided to the City as necessary during the construction work.
ENGINEER shall prepare documents as necessary to obtain proposals from the Contractors for
the desired changes. Change order documentation and justification will be prepared as necessary
for changes which are implemented.
ENGINEER shall attend project start-ups for the three pump stations following substantial
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completion of the construction work. It is anticipated this to require one man-day for the Lyle
Avenue Pump Station, one man-day for the Riverside Pump Station, and two man-days for the
Fox Lane Booster Pump Station.
Project close-out assistance is anticipated to include review of Contractor warranty submittals,
Contractor insurance submittals, and Contractor bond submittals for each of the two contracts.
TASK 4f: Provide Record Drawings
The electronic design drawing files will be updated following the construction phase to reflect
changes that are recorded by the contractors and during the periodic site visits. For estimating
purposes, 8 drawings were assumed for the Fox Lane Booster Pump Station and 4 drawings for
the other project. Two sets of record drawings will be provided to the City along with copies of
the drawings in electronic CD-ROM format. The drawings will be prepared using AutoCAD
Release 14.
Part A and Part B of the Engineer's proposal dated February 29, 2000 and Request For Proposals
issued by the City dated January 25, 2000, are part of this Agreement (Attachment A , Attachment
B and Attachment C respectively).
II. WORK PRODUCT
All work product prepared by the ENGINEER pursuant hereto including, but not limited
to reports, designs, calculations, work drawings, studies, photographs, models and
recommendations shall become the property of the CITY and shall be delivered to the
CITY upon its request, provided, however, that the ENGINEER may retain copies of such
work products for its records. Such work product is not intended or represented to be
suitable for reuse by the CITY on any extension to the PROJECT or on any other project,
and such reuse shall be at the sole risk of the CITY without liability or legal exposure to
the ENGINEER.
III. PAYMENTS TO THE ENGINEER
A. Not To Exceed Method
A.1 The CITY shall pay the ENGINEER for its services under this Agreement a lump sum fee
of One Hundred Twenty Three Thousand, One Hundred Ninety Dollars ($123,190)
regardless of the actual costs incurred by the ENGINEER unless modifications to the scope
of the work are authorized in writing by the CITY. A listing of the ENGINEER's hours
is set forth in Exhibit B attached hereto.
It is understood and agreed that payment for phase one of this project in the amount of
Fifty Nine Thousand Three Hundred Sixty Dollars ($59,360) shall be made in 2000.
Further payment for phase two in the amount of Thirty Five Thousand Two Hundred
Thirty Dollars ($35,230) shall be made in 2001 and for phase three in the amount of
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Twenty Eight Thousand Six Hundred Dollars ($28,600) shall be made in 2002 after proper
funding approval is made by the City Council of the City of Elgin.
A.2 The CITY shall make periodic payments to the ENGINEER based upon actual progress
within 30 days after receipt and approval of invoice. Said periodic payments for each task
shall not be made until the task is completed and accepted by the CITY.
A.3 Schedule / Phases of the Project:
The Services provided in this agreement shall be completed in accordance to the
following project phases:
Phase One: This phase of the project shall be completed in 2000 and shall include:
1. Fox Lane Booster Pump Station - Preliminary Design
2. Riverside Pump Station - Final Design & Construction Phase Services.
3. Lyle Avenue Pump Station - Final Design & Construction Phase Services.
Phase Two: This phase of the project shall be completed in 2001 and shall include:
1. Fox Lane Booster Pump Station - Final Design
Phase Three: This phase of the project shall be completed in 2002 and shall include:
1. Fox Lane Booster Pump Station - Construction Phase Services.
It is understood and agreed that phase two and Phase Three of this project is subject to and
contingent upon the condition that the City Council of the City of Elgin appropriate funds
in the 2001 and 2002 City of Elgin budget sufficient to provide for the expenditure as
contemplated in phase two and three of the project. It is further understood and agreed
that the award of phase two and phase three of the project and any contract for same will
not be made unless and until the City Council of the City of Elgin appropriates funds in
the 2001 and 2002 City of Elgin budget providing for Phase two and phase three of the
project.
IV. INVOICES
A. The ENGINEER shall submit invoices in a format approved by the CITY.
Progress reports shall be included with all payment requests.
B. The ENGINEER shall maintain records showing actual time devoted and cost incurred.
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The ENGINEER shall permit an authorized representative of the CITY to inspect and audit
all data and records of the ENGINEER for work done under this Agreement. The
ENGINEER shall make such records available at reasonable times during the Agreement
period, and for three years after termination of this Agreement.
V. TERMINATION OF AGREEMENT
Notwithstanding any other provision hereof, the CITY may terminate this Agreement at
any time upon fifteen (15) days prior written notice to the ENGINEER. In the event that
this Agreement is so terminated, the ENGINEER shall be paid for services actually
performed and reimbursable expenses actually incurred prior to termination, except that
reimbursement shall not exceed the total amounts set forth under paragraph III or IV
above, whichever is less.
VI. TERM
This Agreement shall become effective as of the date the ENGINEER is given a Notice
to Proceed and, unless terminated for cause or pursuant to Article V, shall be deemed
concluded on the date the CITY determines that all of the ENGINEER's work under this
Agreement is completed. A determination of completion shall not constitute a waiver of
any rights or claims which the CITY may have or thereafter acquire with respect to any
term or provision of the Agreement.
VII. NOTICE OF CLAIM
If the ENGINEER wishes to make a claim for additional compensation as a result of action
taken by the CITY, the ENGINEER shall give written notice of its claim within fifteen
(15) days after occurrence of such action. No claim for additional compensation shall be
valid unless such notice is so provided. Any changes in the ENGINEER's fee shall be
valid only to the extent that such changes are in writing and signed by the CITY and the
ENGINEER. Regardless of the decision of the CITY relative to a claim submitted by the
ENGINEER, all work required under this Agreement as determined by the CITY shall
proceed without interruption.
VIII. BREACH OF CONTRACT
All of the terms and provisions of this agreement are material. If either party violates or
breaches any term of this Agreement, such violation or breach shall be deemed to
constitute a default, and the non-breaching party shall have the right to seek such
administrative, contractual or legal remedies as may be suitable to the violation or breach.
If either party, by reason of any default, fails within fifteen (15) days after written notice
thereof by non-breaching party to comply with the conditions of the Agreement, the
non-breaching party may terminate this Agreement.
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IX. INDEMNIFICATION
To the fullest extend permitted by law, ENGINEER agrees to and shall indemnify, defend
and hold harmless the CITY, its officers, employees, agents, boards and commissions
from and against any and all claims, suits, judgments, costs, attorney's fees, damages or
other relief, including but not limited to workers' compensation claims, in any way
resulting from or arising out of negligent actions or omissions of the ENGINEER in
connection herewith, including negligence or omissions of employees or agents of the
ENGINEER arising out of the performance of this Agreement. In the event of any action
against the CITY covered by the foregoing duty to indemnify, defend and hold harmless
such action shall be defended by legal counsel of the CITY's choosing.
X. NO PERSONAL LIABILITY
No official, director, officer, agent or employee of the CITY shall be charged personally
or held contractually liable under any term or provision of this Agreement or because of
their execution, approval or attempted execution of this Agreement.
XI. INSURANCE
A. Commercial Liability. The ENGINEER shall provide, pay for and maintain in
effect, during the term of this Agreement, a policy of commercial general liability
insurance with limits of at least $1,000,000 aggregate for bodily injury and $1,000,000
aggregate for property damage.
The ENGINEER shall deliver to the CITY a Certificate of Insurance including the CITY
as additional insured. Such policy shall not be modified or terminated without thirty (30)
days prior written notice to the CITY.
Such Certificate of Insurance which shall include coverage for Contractual obligations
assumed by the ENGINEER under Article IX, entitled "Indemnification" shall be
provided.
This insurance shall apply as primary insurance with respect to any other insurance or self-
insurance programs afforded to the CITY for claims arising from the negligence of the
ENGINEER. There shall be no endorsement or modifications of this insurance to make
it excess over other available insurance, alternatively, if the insurance states that it is
excess or prorata, it shall be endorsed to be primary with respect to the CITY.
B. Comprehensive Automobile Liability. ENGINEER shall maintain Comprehensive
Automobile Liability Insurance covering all owned, non-owned and hired motor vehicles
with limits of not less than $500,000 per occurrence for damage to property.
C. Combined Single limit Policy. ENGINEER'S requirements for insurance coverage
for general liability and auto exposures may be met with a combined single limit of
$1,000,000 per occurrence subject to a $1,000,000 aggregate.
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D. Professional Liability. The ENGINEER shall carry Engineer's professional
Liability Insurance Covering claims resulting from error, omissions or negligent acts with
a combined single limit of not less than $1,000,000 per occurrence/$3,000,000 aggregate.
A Certificate of Insurance shall be submitted to the CITY as evidence of insurance
protection. The policy shall not be modified or terminated without thirty (30) days prior
written notice to the DIRECTOR.
XII. NONDISCRIMINATION
In all hiring or employment made possible or resulting from this Agreement, there shall
be no discrimination against any employee or applicant for employment because of sex,
age, race, color, creed, national origin, marital status, or the presence of any sensory,
mental or physical handicap, unless based upon a bona fide occupational qualification, and
this requirement shall apply to, but not be limited to, the following: employment
advertising, layoff or termination, rates of pay or other forms of compensation and
selection for training, including apprenticeship.
No person shall be denied or subjected to discrimination in receipt of the benefit of any
services or activities made possible by or resulting from this Agreement on the grounds
of sex, race, color, creed, national origin, age except minimum age and retirement
provisions, marital status or the presence of any sensory, mental or physical handicap.
Any violation of this provision shall be considered a violation of a material provision of
this Agreement and shall be grounds for cancellation, termination or suspension, in whole
or in part, of this Agreement by the CITY.
XIII. ASSIGNMENT AND SUCCESSORS
This Agreement and each and every portion thereof shall be binding upon the successors
and the assigns of the parties hereto; provided, however, that no assignment shall be made
without the prior written consent of the CITY.
XIV. DELEGATION AND SUBCONTRACTORS
Any assignment, delegation or subcontracting shall be subject to all the terms, conditions
and other provisions of this Agreement and the ENGINEER shall remain liable to the
CITY with respect to each and every item, condition and other provision hereof to the
same extent that the ENGINEER would have been obligated if it had done the work itself
and no assignment, delegation or subcontract had been made. Any proposed subcontractor
shall require the CITY's advanced written approval.
It is understood and agreed that nothing herein contained is intended or shall be construed
to, in any respect, create or establish the relationship of co-partners, joint venture or
employment between the CITY and the ENGINEER, or as constituting the ENGINEER
as a general representative or general agent of the CITY for any purpose whatsoever.
10
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. Proposa l for Engineering
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February 29, 2000
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M&E
AQUA ALLIANCE
February 29, 2000
Ms. Gail Cohen
Purchasing Director
City of Elgin
150 Dexter Court
Elgin, Illinois 60120-5555
Subject: Proposal for Engineering Services for Fox Lane Booster Pump Station and
Addition of Pumps to Riverside High Zone and Lyle Avenue Booster
Pump Station
Dear Ms. Cohen:
Metcalf&Eddy is very pleased to have the opportunity to respond to Elgin's Request for
Proposal for engineering services related to the Fox Lane, Lyle Avenue and Riverside
pump stations. •
Metcalf & Eddy has a 90-year history of planning, designing and building water and
wastewater treatment facilities throughout the world. We are very proud to have
provided such services for some of the most visible water and wastewater projects in the
United States.
Our proposal presents our experience in pumping station design, identifies the project
team, and presents a detailed and carefully thought-out approach to accomplishing your
objectives. Our price proposal has been submitted in a separately sealed envelope as
requested by the City. If you have any questions or if you require additional information,
please contact us.
M&E appreciates the opportunity to submit this proposal to the City of Elgin and we look
forward to working with you on this project.
Very truly yours,
difit C; & EDAA`T I C.
dward K. Faga,, (E. CrW. Brunner, P.E.
Sr. Vice President Vice President
Metcalf&Eddy an affiliate of
8420 Bryn Mawr,Ste.750
Chicago,IL 60631 Y IVE\DI
Tel:773 756 2400 Fax:773 756 2410
.4
T ,
TABLE OF
CONTENTS
SECTION 1 — COMPANY PROFILE AND CAPABILITIES
SECTION 2 — PROJECT UNDERSTANDING
SECTION 3 — PROJECT APPROACH AND SCOPE
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SECTION 4 — RELATED PROJECT EXPERIENCE
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SECTION 5 — KEY PROJECT STAFF AND QUALIFICATIONS
SECTION 6 — PROJECT SCHEDULE
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Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
SECTION
1
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COMPANY PROFILE AND CAPABILITIES
•
Metcalf & Eddy is a major national and international environmental engineering company, with
a reputation for technical innovation and a strong client service orientation. Founded in 1907,
the company first won renown early in the century as a leader in water supply issues and
wastewater treatment. Over the last thirty years the firm has also developed wide-ranging
capabilities in solid waste management and hazardous waste remediation. Water and
wastewater engineering services, however, have always remained at the heart of Metcalf &
Eddy's business.
Within its core business areas, Metcalf & Eddy offers total project delivery. This covers
everything from initial environmental planning studies to detailed design, turnkey construction,
procurement management, program financing, and contract operations. The firm also prides
itself on its leadership with regulatory compliance issues, providing solutions not just to the
technical side of environmental engineering challenges but to the increasingly complex
regulatory, institutional, and public policy issues that surround them.
The company has more than 20 offices across the United States and several international
bases. Current employees total approximately 900 and include civil, environmental, chemical,
hydraulic, structural, mechanical, electrical, and soils engineers; resident representatives and
construction managers; computer applications specialists; architects and planners; and a
variety of specialists in supporting fields such as cost estimating and specification writing.
The size and multi-disciplinary capabilities of this staff, together with a sophisticated,
computerized resource scheduling system provide the flexibility to meet the demands of
intensive, long-term projects and respond to clients' short-term contingencies.
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M e Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
r ,
SECTION
2
$
PROJECT UNDERSTANDING
The City desires to retain the services of an engineering firm with the experience necessary
to design the pumping station improvements described below. M&E has this required
experience as will be demonstrated in the following sections of this proposal.
I The project includes the design of a new booster pump station and modifications at two
existing pump stations. The new Fox Lane Booster Pump Station is currently estimated to need
4.0-MGD capacity. Modifications desired at the Riverside Water Treatment Plant include the
1 installation of a new 4.0-MGD pump in the existing pump room. Modifications desired at the
Lyle Avenue Pump Station include replacement of the existing pumps with larger pumps
capable of increasing the station's pumping rate by 4.0 MGD. All of the new pumps shall be
Ioperable through the City's existing SCADA system.
The Fox Lane Booster Pump Station will be added to the City's water distribution network at
I Fox Lane, east of Randall Road. The pump station will be located on existing City property.
The pump station should be similar in concept to the Lyle Avenue Pump Station and should
blend with the surrounding architecture. The City desires the facility to be designed in
I accordance with recommendations of the West Zone Water Master Plan Update, which is
currently being prepared.
_ The work at each of the three pump stations will be performed in three phases, including
preliminary phase, design phase, and construction phase. The preliminary phase will include
data acquisition, preliminary design calculations, preliminary drawing preparation, and review
of preliminary design with the City. Preliminary drawings are not anticipated to be necessary
for the Lyle Avenue pump replacement and the Riverside High Zone pump addition, as the
layouts of these stations appear to be adequate for the installation of the desired new pumping
equipment.
The design phase of the project will include preparation of detailed drawings and specifications
for the preliminary designs developed with the City during the preliminary phase of the project.
The design will be prepared as two construction contracts, one contract for the Fox Lane
. - Booster Pump Station and one contract for the work at the Lyle Avenue and Riverside stations.
Design documents will be submitted to and discussed with the City during the design
preparation work. The detailed design phase for the Fox Lane Booster Pump Station, the
!t Riverside High Zone Pump Addition, and the Lyle Avenue pump replacement includes
preparation of opinions of probable construction cost. The design phase of the project will also
3 include bidding services for the work, including preparation of bid documents, attendance at
Company Confidential •Trade Secret and Proprietary
1 '� Information of Metcalf&Eddy, Inc.
Li Metcalf&Eddy
Project Understanding • 2-2
ir a pre-bid meeting, responding to bidder questions, and issuance of contract addenda as
necessary.
The construction services phase of the project will include issuance of 20 sets of plans and
specifications for issuance to prospective bidders by the City, assistance with evaluation of
bids, assisting the City with issuance of a construction contract, review of shop drawing
submittals, review of contractor pay requests, inspection of construction work and progress,
responding to contractor questions, and issuance of construction record drawings.
IThe work will be performed in conformance with the time frames presented by the City in the
Request for Proposal. This means that the preliminary design of the Fox Lane Booster Pump
Station and the final design for the work at the Riverside and Lyle Avenue stations will be
completed by October 12, 2000. It is our understanding that the final design of the Fox Lane
Booster Pump Station will occur in 2001 along with the construction of the work at the
Riverside and Lyle Avenue stations. The Fox Run Booster Pump Station is scheduled to be
Iconstructed in 2002.
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t
A
j NRE Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
ij Metcalf&Eddy
--A
SECTION
3
I
PROJECT APPROACH AND SCOPE
M&E will initiate the project by meeting with City staff to discuss the water pumping needs
and to collect as much information about the existing and proposed systems as possible.
Drawings and specifications for the existing Riverside and Lyle Avenue pumping systems will
be requested. Drawings for the water distribution network in the area of the proposed Fox
Lane Booster Pump Station will also be requested along with property information for the site.
Prior to the start of design work, M&E's project manager and a staff engineer plan to spend
one day with City staff reviewing the available records and discussing the City's water
pumping needs. The proposed location of the Fox Lane Booster Pump Station will be visited.
The City's desires for the pumping system upgrades will be discussed. Points of discussion will
be documented in meeting minutes. Hydraulic calculations for the existing pumping systems
will be reviewed.
Based on available documents and the site visit, a determination of the need for additional
ground level survey points will be made. Survey work is anticipated to be necessary near the
Fox Lane Booster Pump Station for sanitary sewer connection work and temporary easements.
The survey work will be limited to one day for a two-person survey crew. The survey crew
will be retained as a subcontractor to M&E. M&E will provide one staff engineer to work along
with the survey crew while the survey work is performed. A geotechnical investigation for the
Fox Lane Booster Pump Station will be performed by a subcontractor to M&E.
Once data acquisition is complete, a preliminary design memorandum will be prepared for each
design discipline required on the pump stations. The design memorandum will be presented to
and discussed with the City in order to reach agreement on the desired design features. The
design features that are agreed upon will then provide the basis for the preparation of the
preliminary design documents. A preliminary design review meeting will be conducted including
1 M&E's project manager and engineer along with City staff.
The preliminary design documents will provide the basis for preparation of the detailed design
drawings and specifications. For bidding and construction purposes, the Riverside and Lyle
Avenue pump addition work will be presented in one design package and the Fox Lane Booster
Pump Station will be presented in a separate design package. The design packages prepared
by M&E will cover all design disciplines required to provide complete and operable installations.
M&E's designs will provide a high degree of energy efficiency with ease of maintenance and
constructability. Vehicle access to the Fox Lane station for equipment maintenance will be
considered during the site design work.
Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
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Project Approach and Scope • 3-2
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A meeting will be scheduled at which M&E will discuss and review the design packages with
City staff. One meeting will be scheduled for the Fox Lane Booster Pump Station work and one
meeting for the Lyle Avenue and Riverside work. Following the detail design meetings, the
documents will be finalized and issued for regulatory approval. M&E will assist the City in
completion of permit applications as required from the various agencies, including the Illinois
f
t Environmental Protection Agency, the Illinois State Division of Waterways, Kane County, the
` Illinois Toll Highway Authority, and other agencies as identified during the execution of the
work.
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The preliminary design phase for the Fox Lane Booster Pump Station will occur concurrently
with the final design phase for the Lyle Avenue Pump Replacement and the Riverside High
Zone Pump Addition.
The design phase documents will be prepared for competitive bidding. We have assumed that
the City's "boiler plate" specifications will be used for the contractual requirements along with
M&E's technical specifications. 20 sets of bid documents for each of the two contracts will
be provided to the City. The City will advertise for bids and issue bid documents to prospective
J bidders. M&E will respond to contractor inquires about the design and prepare addenda to the
bid documents as necessary during the bidding process. Addenda will be issued by the City
to those parties who were issued bidding documents by the City.
IThe construction phase of the project will include assisting the City with bid reviews and
evaluations. M&E will make recommendations to the City for award of the construction
contracts. M&E will provide assistance to the City with the contracting phase of the
construction work.
M&E will assist the City during the construction phase of the project by reviewing shop
drawings, making periodic site inspections, reviewing pay requests from the contractors, and
assisting with the preparation of contract change orders. Following completion of the
construction work, M&E will prepare record drawings for the work, per mark-ups provided by
the Contractors and per observations made by M&E on the periodic site inspections. Shop
drawing submittals from the Contractors, as required in the technical specifications, will be
reviewed by M&E's appropriate design discipline personnel. Site inspections will be conducted
as necessary to check work progress and meet with the Contractors to discuss work progress
- and issues. M&E will review Contractor pay requests and will make recommendations to the
City regarding payments. Pay request reviews will include updates on work progress, current
issues of concern, and anticipated progress. O&M information will be collected from the
s equipment suppliers and provided to the City.
1
i SCOPE OF WORK
The scope of work for the two projects consists of the tasks described below. This scope of
work is applicable to both the Fox Lane Booster Pump Station project and to the Lyle Avenue
pump replacement and Riverside High Zone pump addition project. However, certain tasks are
clearly indicated for one project or the other, while most tasks are applicable to both INKS Company Confidential •Trade Secret and Proprietary
I Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
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Project Approach and Scope • 3-3
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•' TASK 1 a: Obtain Records
M&E will obtain copies of design and record drawings, certified pump curves, specifications,
and planning reports as available from the City. M&E's project manager and engineer will
spend one day with City staff discussing the City's pumping needs and obtaining the
;p necessary system records. The proposed Fox Lane site will be visited, as will the Riverside and
Lyle Avenue pump stations. M&E's staff engineer will spend another day reviewing the records
obtained from the City.
TASK 1 b: Obtain Site Survey and Easement Information for Fox Lane Station
i
Assuming all necessary site information is not available, M&E will retain a surveyor to collect
the necessary data. M&E's staff engineer will work with the surveyor to obtain the desired
• ., survey points. The survey will be limited to one field day. This task also includes the
preparation of easement descriptions as required for the Fox Lane Booster Pump Station
project.
TASK 2a: Prepare Preliminary Design Memorandum
M&E will prepare design memorandum for each design discipline required for this work. The
design memorandum will feature the design standards to be used for the design work, system
goals, and system design parameters upon which the design will be based.
TASK 2b: Prepare Preliminary Design
Preliminary design calculations and drawings will be prepared for the pump additions and for
the new pump station. Preliminary design documents will be of sufficient detail to represent
1 the design intents and to allow discussion on the design with City staff.
A geotechnical investigation will be performed for the Fox Lane Booster Pump Station. The
geotechnical investigation will include one soil boring at the pump station location, drilled to
a depth of not greater than 30 feet. A geotechnical report will be prepared based on the
boring. The structural design memorandum will be based upon the geotechnical report.
TASK 2c: Perform Technical Advisory Team Review of Preliminary Design
M&E's technical advisory team will review the preliminary design documents and provide the
design team with comments based on their extensive knowledge of similar system designs.
TASK 2d: Discuss Preliminary Design with City and Finalize Preliminary Design
1 Preliminary design documents will be presented to the City. Meetings will be scheduled for
M&E to discuss the preliminary designs with the City. Comments resultant from the meetings
will be addressed and the preliminary design documents will be issued in a final version. One
meeting will be held for the Fox Lane Booster Pump Station preliminary design and one
meeting will be held for the Lyle Avenue pump replacement and Riverside High Zone pump
f addition preliminary design.
ji 3
Company Confidential ••Trade Secret and Proprietary
1 Information of Metcalf&Eddy, Inc.
Li Metcalf&Eddy
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Project Approach and Scope • 3-4
TASK 3a: Prepare Design Documents
The preliminary design memorandum and the preliminary design documents will provide the
basis upon which the detailed designs will be prepared. For the Fox Lane Booster Pump
Station, we anticipate preparation of drawings for the following disciplines:
Civil/Site
Architectural
Structural
Mechanical Process
Mechanical HVAC & Plumbing
Electrical
Instrumentation & Control.
The Lyle Avenue and Riverside pump station modifications are anticipated to only require minor
structural modifications which can be included on the mechanical process drawings. Drawings
for the following design disciplines are anticipated for the Lyle Avenue and Riverside pump
station modifications:
IMechanical Process
Electrical
1 Instrumentation & Control.
Disciplines will be presented on combined drawings when sufficient detail can be provided in
jsuch manner.
TASK 3b: Prepare Opinions of Probable Construction Costs
1 The design documents will provide a basis upon which opinions of probable construction costs
will be prepared for work at the three pump stations. The estimates will not include costs for
1 easement acquisition. The opinions of probable construction costs will be developed with an
accuracy of ±20%.
- TASK 3c: Perform Technical Advisory Team Review of Design
r M&E's technical advisory team will review the design documents and provide the design team
with comments based on their extensive knowledge of similar system designs.
TASK 3d: Discuss Design with City and Finalize Design Documents
1 Two sets of design documents for each of the two projects will be provided to the City for
review. Meeting will be scheduled for M&E to discuss the design documents with the City.
Comments resultant from the meetings will be addressed and the design documents will be
issued in a final version.
Twenty (20) sets of final documents for each of the two projects will be provided to the City
for bidding purposes.
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Metcalf&Eddy Information of Metcalf&Eddy, Inc.
Project Approach and Scope • 3-5
'V i TASK 3e: Assist City with Permit Applications
Final documents will be sent to regulatory agencies as directed by the City. Documents may
be required by the Illinois Environmental Protection Agency, the Illinois State Division of
Waterways, Kane County, and the Illinois Toll Highway Authority.
if
I" TASK 3f: Assist City with Bidding Phase
M&E will attend a pre-bid meeting arranged by the City. Following the pre-bid meeting, M&E
will receive bidder questions and requests for clarification. Based on these questions and
requests, M&E will prepare addenda as necessary to respond to the questions presented.
Addenda will be issued to the City for distribution to the bidders.
. . TASK 4a: Assist City with Bid Review and Contract Award
Bids and bidders will be evaluated to determine if the bids were submitted in accordance with
the contract documents and if the bidders are qualified to perform the work. Following this
review, a recommendation will be presented to the City for award of the construction
contracts. Assistance will be provided with execution of the contracts and review of contract
i related documents provided by the successful bidder. M&E will attend a pre-construction
meeting with the City and the Contractor. The pre-construction meeting will help to identify
1 personnel from all parties, establish lines of communication, discuss procedures for submittals,
and discuss other important administrative issues for the project.
1 TASK 4b: Review Contractor Submittals
Contractor submittals will be reviewed for compliance with the design documents and design
I intents. Copies of the submittals will be returned to the Contractor with comments. Copies of
the submittals will also be maintained in M&E's office. A complete set of submittals will be
forwarded to the City following completion of the project. The level of effort required for this
task will depend upon the quality of the Contractor's submittals. Shop drawing submittals
which require re-submittal will result in increased efforts by M&E for completion of this task.
For budget purposes, M&E assumed that 20 submittals will be made for the Fox Lane Booster
Pump Station and 4 submittals will be made for the other project. Each submittal is estimated
to require 4 hours for review, comment, and processing.
TASK 4c: Provide Periodic Construction Site Visits
Fox Lane Booster Pump Station:
Site visits during the project construction will be performed on an as-needed basis to observe
the construction progress and to verify that the contractor is complying with the intent of the
contract documents. For the Fox Lane Booster Pump Station project, we anticipate site visits
to be required an average of two days per week by a senior engineer throughout a 4 month
construction period. Each visit is estimated to be 4 hours in duration. 10 visits by the project
manager are also estimated throughout the construction period for a total of 44 visits. Visits
T may be required on a more frequent basis at times and less frequently at other times during
the project. During the weekly site visits, meetings will be held with the contractors to discuss
problems encountered, work anticipated during the next week, and project schedules. During
the site visits, M&E personnel will observe the work in progress to assist the City in
'g Company Confidential •Trade Secret and Proprietary
&Eddy
Metcalf Information of Metcalf&Eddy, Inc.
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Project Approach and Scope • 3-6
•' determining that the work is proceeding as scheduled and in accordance with the contract
documents. Whenever it is believed that any work, equipment, or materials are faulty,
defective, not per approved shop drawings, or not in conformance with the contract
documents, notification to the City will be made along with a recommended course of action.
M&E will communicate with the contractor and the City with regard to coordination of
4 construction activities with existing facility operations. M&E will coordinate efforts of the
materials testing services subcontractor.
To verify that the contractor is performing work in accordance with the plans and
specifications, certain field testing services may be required during the construction work. The
' type of work that is typically performed by the materials testing firm includes compacted fill
testing, foundation bearing material tests, concrete slump tests, concrete air content tests, and
concrete cylinder compressive strength tests. These services can be provided to the City by
M&E through a materials testing firm under subcontract to M&E or directly to the City by a
City selected firm. We have not included cost for these services in our proposal.
Lyle Avenue Pump Replacement and Riverside High Zone Pump Addition:
I The same items described for the Fox Lane Booster Pump Station site visits will be performed
for the Lyle Avenue Pump Replacement and the Riverside High Zone Pump Addition project.
However, fewer site visits are anticipated to be necessary for this project. The construction
I work is estimated to require 1-1/2 months. A total of 16 site visits are anticipated to be
necessary during construction for this portion of the project, 12 by the senior engineer and 4
by the project manager. This estimate assumes that work is performed concurrently for the
Lyle Avenue and the Riverside stations.
Since the construction contracts will be between the City and the contractors, M&E will not
I have control over the work schedule maintained by the contractor. Therefore, should the on-
site inspections require more effort than described above, an appropriate adjustment to our
scope of work and contract funding will be necessary for this task.
TASK 4d: Review Contractor Pay Request Submittals
• . The Contractor's monthly pay requests will be reviewed and compared with the work
completed. M&E will verify that the pay request is consistent with the work completed and
make recommendations to the City regarding payments. Pay request reviews will include
updates on work progress, current issues of concern, and anticipated progress.
TASK 4e: Assist with Change Orders, Attend Start-Up, and Assist with Project Close
Contractor questions regarding the design intent will be received, reviewed, and responded to
as necessary to clarify, interpret, and modify the contract documents. Assistance with
preparation of Contract change orders will be provided to the City as necessary during the
construction work. M&E will prepare documents as necessary to obtain proposals from the
Contractors for the desired changes. Change order documentation and justification will be
prepared as necessary for changes which are implemented.
A M&E will attend project start-ups for the three pump stations following substantial completion
of the construction work. We anticipate this to require one man-day for the Lyle Avenue Pump
Station, one man-day for the Riverside Pump Station, and two man-days for the Fox Lane
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Metcalf&Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
4
Project Approach and Scope • 3-7
Booster Pump Station.
Project close-out assistance is anticipated to include review of Contractor warranty submittals,
Contractor insurance submittals, and Contractor bond submittals for each of the two
contracts.
g
t TASK 4f: Provide Record Drawings
At
The electronic design drawing files will be updated following the construction phase to reflect
1 changes that are recorded by the contractors and during the periodic site visits. For estimating
purposes, 8 drawings were assumed for the Fox Lane Booster Pump Station and 4 drawings
_ for the other project. A total of 4 hours per drawing were assumed for preparation of the
record drawings. Two sets of record drawings will be provided to the City along with copies
of the drawings in electronic CD-ROM format. The drawings will be prepared using AutoCAD
Release 14.
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RELATED PROJECT EXPERIENCE
M&E has the proven experience designing water pumping stations that the City of Elgin desires
for the pump replacements and addition at the Lyle Avenue and Riverside Pump Stations and
for the new Fox Lane Booster Pump Station. Table 4-1 lists several projects that are
technically similar to the Elgin pump station projects. M&E's experience designing pumping
1 stations includes facilities sized from 1-mgd to 500-mgd. In addition to design, M&E's
experience also includes construction phase services on numerous pumping station projects.
The following paragraphs include detailed descriptions of projects M&E has recently completed
involving the design and construction of potable water pumping stations. These projects
demonstrate that M&E has the prerequisite experience needed to successfully complete the
design and construction phase services on the Elgin booster pump station projects.
1
Winnetka, Illinois
Metcalf & Eddy investigated the existing SCADA system in Winnetka, Illinois, to determine the
best approach for implementing control of both high-lift and remote booster pumps. Based on
the results of its investigation, M&E recommended that the village wait for the new data cards
and programs then being developed and purchase and install them to augment the existing
system.
Metcalf & Eddy designed improvements to the high-lift pumping system at the water
purification facility in Winnetka, Illinois. M&E also prepared construction documents including
drawings and specifications. The design includes replacement of existing constant-speed
pumps with variable-speed pumps, electrical room revisions, and appurtenant piping and valve
revisions.
IReference: Mr. Bryan Mclnturff
Director, Water & Electric Utility
. 847/501-6051, ext. 121
Sunnyvale, California
Metcalf & Eddy is preparing plans and specifications for Phase II reclaimed water pumping and
storage facilities in Sunnyvale, California, and will provide construction services including start-up
assistance and operator training. The facilities include a 2-million-gallon welded steel
itCompany Confidential •Trade Secret and Proprietary
j Metcalf&Eddy
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p
Related Project Experience • 4-2
TABLE 4-1. REPRESENTATIVE WATER PUMPING FACILITY PROJECTS
Size
Location Date (mgd) Comments
Charlotte, North Carolina 1999 150 Raw Water
1 Collier County, Florida 1998 16 Finished Water
Danbury, Connecticut (2) 1998 7.7 Raw Water
7.7 Finished Water
= East Providence, Rhode Island 1997 4.3 Booster Station
Major Rehabilitation
Plantation, Florida 1997 6 Finished Water
Newport (Sakonnet), Rhode Island 1996 24 Raw Water
IRockport, Massachusetts 1996 1 Raw Water
Rockville, Connecticut 1996 9 Finished Water
I Hingham, Massachusetts (3) 1996 2 Raw Water
3 Raw Water
7 Finished Water
IHollywood, Florida 1995 40 Finished Water
Northampton, Massachusetts 1995 6.5 Raw Water Package Pump
J Station
Milpitas, California (2) 1995 5.5 Finished Water
1993 23 Booster Station
I North Adams, Massachusetts 1994 3.9 Finished Water
Sydney, Australia (2) 1994 169 Finished Water
45 Booster Stations
IHillsborough County, Florida 1992 25 Finished Water
Newport, Rhode Island (2) 1992 15 Raw Water
- 1991 9 Finished Water
W Augusta, Maine 1991 5 Finished Water
Santa Cruz, California 1989 1.3 Finished Water
IPortland, Maine 1987 3.6 Booster Station
Chicago, Illinois (5) 1986 9-100 Finished Water
1 McMillan WTP, Washington, DC 1985 180 Clarified Water
Bangkok, Thailand (2) 1984 500 Raw Water
400 Raw Water
4
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Company Confidential •Trade Secret and Proprietary
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1j, Metcalf&Eddy
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Related Project Experience • 4-3
T
storage tank constructed at grade, an 8-mgd pumping station with a prefabricated metal
building, and associated piping and controls. The pumping station and storage tank will
operate as unmanned facilities using an interface with the recycled water system's supervisory
control and data acquisition system.
c The storage tank will supply water to the reclaimed water distribution system during peak flow
t periods and will be refilled during off-peak flow periods. The tank can also be used to meet
all of the system demands when Phase I pumping facilities are not in service. M&E's design
--i includes seismic considerations such as the type and depth of the foundation. A tank-inlet
'' control valve will control flow into the reservoir, with provisions to act as a pressure relief
valve to protect the distribution system from over-pressurization.
The pumping station includes horizontal centrifugal pumps using variable-speed drives to cover
+ a wide range of flows while maintaining a relatively constant discharge pressure. It can also
Ifeed up to 2 mgd to a future main south of the pump station.
Reference: Mr. Robert Shook
Sunnyvale Public Works Engineering
1 408/737-4951
IConnecticut Water Company, Rockville
Metcalf & Eddy designed interim improvements for the Connecticut Water Company in
preparation for the expansion of its water treatment plant in Rockville, Connecticut, to 9 mgd.
Major additions include a 9-mgd pumping station, a 1-million-gallon steel storage tank to be
used as a clearwell, and an extension of the operations building to house a gaseous chlorine
I storage and feed facility and a reservoir aeration blower room. In addition, M&E upgraded
instrumentation systems; modified the perifilter treatment units to include new tube settling
modules, walkways, and ladders; and rehabilitated corroded steel components.
The new pumping station was designed to contain three pumping systems consisting of seven
pumps and a 350-kW diesel generator to provide finished water to three pressure zones.
Because the pumping station is located in a residential area, M&E designed the building to look
__ like a home, with shingles and false windows and doors.
I Reference: Mr. Kenneth W. Kells, P.E.
Director of Engineering and Planning
860/669-8630, ext. 260
1
Northwest Suburban Municipal Joint Action Water Agency, Illinois
Metcalf & Eddy, in joint venture, provided preliminary planning, design, services during
construction, resident inspection, and comprehensive contract operations and maintenance
I services for the Northwest Suburban Municipal Joint Action Water Agency in Illinois. The
agency operates a regional water system supplying seven suburban communities with Lake
Michigan water purchased from the city of Chicago. The rapidly expanding service area's
population was expected to reach 540,000 by the year 2020 and could no longer depend
Company Confidential • Trade Secret and Proprietary
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Metcalf&Eddy
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Related Project Experience • 4-4
totally on groundwater. The joint venture team helped plan and implement a system for
transmitting 99 million gallons per day of high-quality lake water.
Preliminary engineering services involved studying alternatives, selecting a recommended plan,
and providing preliminary engineering analyses. Financial services were provided to estimate
f costs, develop formulas for allocating costs among member communities, develop cash flow
_I schedules, and appear before bond rating agencies.
The water transmission system designed features 52 miles of prestressed-concrete water
transmission mains in sizes from 16 to 90 inches in diameter, as well as five pumping stations
with capacities from 9 to 99 mgd. Standby power facilities and chlorination facilities were
- included in the pumping station designs. Storage facilities include two 10-million-gallon
prestressed precast reservoirs and two 5-million-gallon 100-foot-tall steel standpipes. These
two reservoirs are among the largest prestressed tanks in the United States. This type of
reservoir was chosen based upon life-cycle cost analysis of alternatives, recognizing the
minimal maintenance costs associated with concrete construction and the elimination of
cathodic protection systems.
The reservoirs are placed on a // 3. ,
compacted Group L base following ft - �, /`
over-excavation of unsuitable native it
material. A special low-rise dome, Ii
%,‘, -,-.
-la--`�' /y/.
designed to comply with height / _ f; / / 1
restrictions imposed by nearby ;_.
O'Hare International Airport, has an t; --ti:'' ,
unsupported span of 192 feet with ; ' ?;
no interior columns. Each tank / - ' '
includes a specially designed interior �z' U r(" ' ` `
influent structure that provides a '" '
_
two-foot air gap to prevent backflow
of water through the influent piping {? ,
and to minimize turbulence. The - °' - -----=----_*
interior overflow structures are designed for 150 mgd.
__ Metcalf & Eddy designed a computer-based control and radio-telemetry system that consists
of 17 remote delivery structures, four remote booster pumping stations, and three isolation
valve complexes, all controlled and monitored by a host computer system at the main pumping
station. A microwave-based radio system is used to provide communication between the
remote sites and the main pumping station. The operator at the main pumping station has
complete control of the entire water distribution system and can remotely adjust flow set
points and control the booster pumps. Both operational and maintenance management
functions are performed by the host computer system. The delivery stations were designed
- to operate in a supervisory set point mode, receiving a remote flow set point from the main
pumping station. If communications are interrupted for any reason, the delivery station will
-� continue to deliver water at the set point flow until either communications are restored or an
operator goes to the delivery station and manually adjusts the set point.
The joint venture provided assistance in acquiring rights-of-way, prepared plats and legal
descriptions for easements and acquisitions, and participated in negotiations with landowners.
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Related Project Experience • 4-5
Metcalf & Eddy also assisted in negotiating an agreement between NSMJAWA and the city
of Chicago for the purchase of water by the agency.
M&E assisted the member communities in assessing their water supply needs, in assessing and
filling staffing requirements, and in supervising subconsultants. The project also required
1 liaison with technical and operations staff of the member communities and participation in
public meetings.
3 During the construction phase of the project, the joint venture provided construction and
resident engineering services. Bids on 16 independent construction contracts, totaling $83.1
million, were received. As a result of the joint venture's efforts, especially the stringent
- - control maintained over the change order requests, the final construction cost was $82.3
million, one percent below the as-bid cost.
Service provided during construction included the review of contractor shop drawings,
I schedules, pay request, and work progress. On-site resident engineering staff inspected the
contractors' work to ensure conformance with the project plans and specifications. In
addition, the joint venture staff attended meetings on behalf of NSMJAWA with property
1 owners affected by the construction.
The joint venture reviewed change order requests made by the contractors during the project.
If change orders were warranted, independent engineer's estimates were prepared and used
during the change order negotiations with the client and contractor. Upon completion of
construction, record drawings were forwarded to NSMJAWA with all recorded field
1 documentation changes made on the original plans and specifications. Operations and
maintenance manuals for the system equipment were also prepared by the joint venture.
I Metcalf & Eddy's contract operations and maintenance services included providing all staff,
power, chemicals, and supplies for the system for the initial five years of operation. M&E
provided professional management of the facility and assumed all operating responsibilities
including training, safety, public relations, preventive maintenance programs, and computerized
records and maintenance management systems.
- Reference: Mr. Terry Burghardt (former NSMJAWA Executive Committee)
Village Administrator, Plainfield, IL
M+ 815/436-7093
Hollywood, Florida
.r' :.3. i• . . y .•,
Metcalf & Eddy designed four pump stations and transmission , -
mains for the withdrawal of raw water from the Floridan ail a�a;(;. -7..,-:�.
aquifer wells in Hollywood. The design included 11-by-8-foot / • ''/ '13 R below-grade reinforced concrete well vaults; four submersible I /i=` 7.\-_,-;-„: ` : '_
turbine well pumps and motors with a pumping capacity of ,., I.
1,736 gpm; pressure-sustaining control valves; piping; ".4 • `` ,,•
electrical, and control equipment for four Floridan water ! w. -. ;
supply wells; and 3,000 linear feet of 12- and 30-inch raw --- - .„
water transmission mains.
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Mattel(&Eddy
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Related Project Experience • 4-6
A hydraulic analysis was conducted for the entire system including the pump stations, the
transmission mains, and the interconnections to the reverse osmosis system at the water
treatment plant in Hollywood.
Reference: Mr. Henry White
City of Hollywood, FL
305/967-4227
1 Hazel Crest, Illinois
-- Metcalf & Eddy completed a waterworks improvement project for Hazel Crest, Illinois to keep
pace with population growth (14,700 to an expected 27,000) and to eliminate identified fire
flow deficiencies. M&E initially performed a water distribution system analysis computer
modeling study of Hazel Crest's distribution system. The WADSY model was calibrated based
on field observations of actual operating conditions, and immediate and future demand
conditions were simulated to develop a plan of water system improvements. The scope of
I work included determining both domestic water and fire flow requirements, performing field
observations of the distribution system, and simulating future flow conditions with alternative
water system capital improvements.
J Metcalf & Eddy subsequently proceeded with design of the recommended immediate
improvements. These improvements included a 12,000-foot water transmission main, an
in-line booster pump station, a one-million-gallon elevated storage tank, and a central
1 supervisory control system.
The 1,500-gpm pumping station was built to look like a private residence and was enhanced
I by landscaping. M&E provided detailed drawings and specifications for construction of the
various system improvements. The design effort entailed finalizing the style and location of
the elevated tank, completing all necessary applications for permits, developing a construction
I cost estimate, and providing advice and assistance in obtaining financial bonding for the
project.
Metcalf & Eddy supplied resident inspection, construction services, and start-up assistance to
the community. Work included on-site inspection, preparation of record drawings, preparation
and review of pay estimates, shop drawing review, and overall project administration as Hazel
I Crest's representative. M&E's technical staff assisted in the initial system start-up and
troubleshooting.
Reference: Not available.
• Hanover Park, Illinois
Metcalf & Eddy supervised the development and testing of a well that had been drilled four
I years earlier and never used. Using high-capacity pumping and frequent backwashing, M&E
increased the specific well capacity from 2.5 to 4.7 gpm per foot of drawdown and
significantly decreased the turbidity of the water pumped from the well.
Company Confidential •Trade Secret and Proprietary
w� Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Related Project Experience • 4-7
Metcalf & Eddy made recommendations for the size of the permanent pump and the depth of
the intake after conducting a step-drawdown test and a continuous pumping test. Advice was
based on both the storage depletion trend and the regional water level trend. M&E checked
water quality for compliance with state and federal standards and conducted a hydraulic
analysis and a computer modeling study using M&E's WADSY program. Recommended
I improvements included design of a 750-thousand-gallon steel elevated tank and a
1-million-gallon steel elevated tank at a ground-level reservoir.
1 Metcalf & Eddy also provided design, construction services, and resident representation for
the renovation of Well No. 2 motor and electric system, structural modifications to Well No.
3 booster pump station, and 14,000 feet of distribution mains and control system. In addition,
a study was conducted to determine the feasibility and economic standards of complying with
barium standards in public water supplies.
Reference: Mr. Joe Atkinson
I Director of Public Works
630/372-4440
I Cleveland, Ohio
Metcalf & Eddy is providing hydraulic modeling, design, and construction services for the North
Royalton pump station and tank for the Cleveland Division of Water in Ohio. The new station
will pump to two pressure districts, Pearl Road and Pleasant Valley, with provision for a future
I third district. The new 5-million-gallon tank will be divided in two with baffle walls to reduce
stagnation and promote plug flow through the tank.
1 Using the client's maps and data records, M&E developed a hydraulic model of the two
pressure districts using EPANET to determine the pump sizes for three separate districts. A
skeletonized model was developed from 12-inch-diameter and larger mains. Several 8-inch
I mains were input into the models to provide additional looping of the system in high-demand
areas. Existing and future demand allocations were prepared based on user classification,
meter route records, and unaccounted for water records. Extended period simulation was used
to establish existing and future modal day, average day, and maximum day demand curves for
each district. (Using model results, M&E selected five pumps, each 3,941 gpm at 310 feet
of head, for the Pleasant Valley District and five pumps, each 2,296 gpm at 223 feet of head,
for the Pearl Road District. Modeling confirmed the need for a new 24-inch main from Bennet
and Boston Roads to the existing Keller Road tank and identified the need for a new 2-million-
1 gallon elevated tank near West 130`h Street and Center Road in the Pearl Road District.
1 The site is located on Ridge Road on a proposed 3.1-acre easement from Metroparks in North
Royalton. M&E prepared preliminary site drawings, based on client requirements for the pump
station and tank design, and identified the need for an additional 0.65-acre easement from
Metroparks. A draft detailed design memorandum has been prepared, documenting conceptual
and preliminary engineering design for the project. M&E will also provide detailed engineering
and design, detailed construction plans, bid documents, bid and award services, construction
engineering services, inspection services, field closeout services, record drawings, and
operations and maintenance manuals.
Reference: Mr. Julius Ciaccia
n:
216/664-2444
WI Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
i
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Related Project Experience • 4-8
. Detroit, Michigan
Metcalf & Eddy, in conjunction with a local WBE engineering consultant, prepared a conceptual
. water system master planning study for the water transmission system in Detroit, Michigan.
The primary goals of the study were to identify major needs, conceptual solutions, and costs
r for a 50-year planning period. Major issues included conversion from peak-hour pumping to
A maximum-day pumping with high-ground storage, reliability of service to the city of Flint, and
improved operating pressures in the western and northwestern portions of the service area.
lr
Serving 123 suburban communities in a 900-square-mile area in southeastern Michigan, the
system has a service population of 3.9 million that is expected to grow to 5.9 million. The
area is supplied with water from five treatment plants with a combined capacity of 1,600 mgd
i through a transmission system that includes 20 outlying booster pumping stations. Four of
the plants draw water from the Detroit River, and one draws from Lake Huron.
IM&E analyzed anticipated future demands on the water system and, using computer modeling,
developed recommendations for upgrades to the system through the year 2050. The firm's
dynamic hydraulic simulation study identified facility and operational improvements for
controlling transient pressures in large transmission mains (72- to 120-inch), saving more than
$11 million by eliminating the need for six large one-way surge tanks.
IReference: Mr. Stephen F. Gordon
Director
313/224-4701
I
Newport, Rhode Island
I
Metcalf & Eddy provided engineering services for the design and construction of a 9-mgd
water treatment plant, major water supply pipeline, and pumping station in Newport, Rhode
Island.
M&E designed the Sakonnet River pumping station to replace the aging Nonquit pumping
•
station and pump raw water from two off-island reservoirs to the water supply system on
-- Aquidneck Island when supplies are low. The pump station is equipped with two 8-mgd and
one 6-mgd constant-speed centrifugal pumps with a vacuum priming system and surge
. anticipating, control, and relief valves. The water supply line, which runs from Tiverton and
includes a one-mile crossing beneath the Sakonnet River, consists of more than 23,000 feet
of 24- and 30-inch pipeline. The new line draws from one of two supply sources and can
deliver water to three destinations.
I
Reference: Mr. Roy B. Anderson
Director of Utilities
�.. 401/847-0154
A
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MI Company Confidential •Trade Secret and Proprietary
J Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Related Project Experience • 4-9
New York City DEP, New York
Metcalf & Eddy is providing engineering design and environmental services for the 450-mgd
Croton water treatment plant at the Jerome Park reservoir, including an analysis of existing
water treatment issues, for the Bureau of Water Supply of the New York City's Department
I. of Environmental Protection. The new plant will be the most advanced water treatment facility
in New York City and will supply 10 percent of the city's average water needs and as much
as 20 percent of the city's needs in time of drought. The project is a joint venture between
1 M&E and Hazen & Sawyer in New York.
Pump Station Designs
Metcalf & Eddy is providing engineering design and environmental services for a raw water
+ pump station, a finished water pump station, and a backwash pump station, all using vertical
mixed-flow pumps and slow-speed motors, based on the need for a small footprint. Services
include pump selection, hydraulic modeling, and water hammer analysis. M&E is also providing
design and construction management services for transmission pipelines that serve the pump
station. Electrical facilities designed by M&E include four 13.8-kV feeders, about 20 MW,
1 each connected to 7.5-kVA transformers, which step down the power and distribute it at 4.16
kV. The pumps are being sized to deliver 300 mgd of raw water from the New Croton
aqueduct tunnel to the inlet channel of the flocculators. Each half of the plant will include
I three pumps, two operating at 75 mgd for a total of 150 mgd per half, with one installed as
a spare. The motor rating is 900 hp, and the nominal head is 55 feet.
1 The finished water pump station will have four pumps, with a capacity 50-mgd each. A
j common clear well will serve each half plant and will include two pumps for each half plant.
Three pumps will operate at 50 mgd for a total of 150 mgd, and one will be installed as a
I common spare. The other 150-mgd of finished water are used for the low-service gravity feed
system. The nominal head is 180 feet, and the motor rating is 2250 hp.
The backwash water pump station will contain six pumps, with a capacity of 29 mgd. The
nominal head is 55 feet, and the motor rating is 450 hp. The pumps are sized for a flow total
of 115 mgd. They will be variable speed to control backwash rates between 40,320 and
5,760 gpm. The pumps will be driven by slow-speed motors and VFDs. Three pumps will
discharge into a common backwash header and will provide backwash to one set of half plant
filters. There will be a total of two backwash headers, one for each half plant. The headers
will be interconnected in case spare pumps are needed for either side.
Reference: Mr. Warren Kurtz
Deputy Director, Facilities Planning
718/595-6126
Charlotte-Mecklenburg, North Carolina
. Metcalf & Eddy prepared preliminary and detailed designs and will manage the construction
and start-up of a new raw water pumping station for the Charlotte-Mecklenburg Utility
Department in North Carolina. One of the fastest growing metropolitan areas in the United
States, the service area has seen water use increase by more than 10 percent annually since
r , Kg Company Confidential • Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
j Metcalf&Eddy
3
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Related Project Experience • 4-10
1987. Daily demand reached 128 mgd in 1993, approaching the capacity of the pump station
at the river and nearly outpacing supply from the reservoir.
M&E's design is based on a preliminary study that recommended station configuration and
pump selection, raw water intakes, screening facilities, zebra mussel control, and force main
configuration. The 150-mgd station will be built with a separate intake from the Mountain
Island Lake reservoir on the Catawba River and will pump into the common water supply pipe
network to raw water reservoirs at the water treatment plant. Four vertical turbine 35,000-
gpm pumps will be installed, with room for two future pumps. Other significant design factors
include four large traveling water screens, four large 8-by-10-foot sluice gates for channel
isolation, a dredged channel intake facility, and up to six 30-inch pump control cone valves.
.— The combined capacity of existing and new pumping facilities will be approximately 212 mgd,
and a parallel pipeline will be constructed at a later date to increase system capacity to 380
mgd.
The complexity of the existing system required special attention in two major areas. To design
the hydraulic transient protection that would fit in with the existing surge protection system,
Metcalf & Eddy modeled multiple operating and failure conditions with WHAM, the firm's
proprietary water hammer analysis program. To determine the most efficient pump unit sizes
to work with existing equipment, M&E provided significant model design and calibration
efforts, as well as extensive cost comparison analyses. These actions resulted in the selection
I of the largest pump units available that would work in tandem with existing equipment without
having to change the department's operating strategies or its favorable electric power
contract.
Reference: Mr. H. Arnold Jarrell
704/399-2551
I
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Metcalf 8 Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
E
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SECTION
5
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KEY PROJECT STAFF AND QUALIFICATIONS
M&E's proposed project team is presented on Figure 5-1 . The same team members are
anticipated to perform the work associated with both the Fox Lane Booster Pump Station
I project and the Lyle Avenue Pump Replacement and Riverside High Zone Pump Addition
proejct.
IThe projects will be managed by Mr. Craig Brunner from M&E's Chicago office. Mr. Brunner
is a senior project manager and vice president with over 17 years of experience in the study
and design of water transmission systems, water treatment plant improvements, and
innovative wastewater treatment systems in both the municipal and industrial sectors. Mr.
Brunner's experience includes over 10 years of project management experience. He will be
I responsible for overall project quality, planning, cost control, schedule control, and client
interactions.
I Providing technical support to Mr. Brunner will be Mr. Brian Norton, Mr. David Rittmeyer, Mr.
Scot Strassburg, Mr. Yasser Rizk, and Mr. Edward Stillwell. Mr. Norton is M&E's chief
architect and will oversee the architectural aspects of the Fox Lane Booster Pump Station
I design. Mr. Rittmeyer is a registered PE and SE; he will oversee structural design for the
projects. Mr. Strassburg will oversee the civil and mechanical design aspects of the projects.
Mr. Rizk will provide electrical design and Mr. Stillwell will provide instrumentation and control
design for the projects.
Work during the construction phases of the projects will generally be performed by the same
people involved with the design phases of the projects, to provide project continuity and
minimize efforts. Throughout the design and construction phases, specialists will be brought
into the project as necessary. M&E has a significant resource base available with specialized
experience in most areas of design and construction.
The project will be reviewed by a technical advisory team (TAT) of senior M&E technical staff,
Mr. James Dillingham, Mr. Paul Moulton, and Mr. Tom Weber, having extensive experience in
similar types of projects. The TAT will review the design at key periods throughout its
-- development, such as near the end of the preliminary phase and near the end of the design
phase. The TAT will help ensure that the project design considers appropriate technologies,
conforms with M&E's design standards, and meets the City's needs.
Complete resumes for the project team are included at the end of this section.
1
LI
ICE Company Confidential •Trade Secret and Proprietary
Li Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
LthA ' '
Figure 5-1 . Project Team Organization
CITY OF ELGIN
Technical Advisors
Project Manager Tom Weber, P.E.
Craig Brunner, P.E.
Paul Moulton, P.E.
James Dillingham
Project Engineering
Civil - Scot Strassburg, P.E.
Architectural - Brian Norton
Structural - David Rittmeyer, S.E., P.E.
Mechanical - Scot Strassburg, P.E.
Electrical - Yasser Rizk
Instrumentation and
Controls - Edward Stillwell, P.E.
.{
Key Project Staff and Qualifications -Attachment 1 • 5-3
.-7
CRAIG W. BRUNNER
EDUCATION:
MS, Environmental Engineering, University of Illinois, 1982
BS, Civil Engineering, University of Illinois, 1981
REGISTERED PROFESSIONAL ENGINEER
PROFESSIONAL MEMBERSHIPS:
American Water Works Association
Water Environment Federation
American Society of Civil Engineers
GENERAL BACKGROUND:
Mr. Brunner is a senior project manager and vice president experienced in the study and design
of water transmission systems, water treatment plant improvements, and innovative
wastewater treatment systems in both the municipal and industrial sectors. Mr. Brunner also
has extensive experience with wastewater collection systems, construction management,
stormwater permitting, stormwater pollution prevention planning, and utility Geographic
Information System development. His current responsibilities include managing the operations
in M&E's Chicago office.
EXPERIENCE:
Water Treatment & Transmission
• Managed resident engineering and construction services for water filtration improvements
at the water treatment facility in Winnetka, Illinois. Managed the design of high-lift
pumping improvements, including replacement of existing high-lift pumps, valve
modifications to the existing clear wells, and an electrical room for housing new equipment.
• Managed a water treatment plant expansion study in Edwardsville, Illinois, involving
projecting the water demands for a 20-year planning period, evaluating available
technologies for the removal of iron and manganese from the raw water, evaluating the
distribution system, developing construction sequencing, providing cost-calculated rate
impacts, and evaluating financing alternatives.
• Participated in the final design of the Northwest Suburban Municipal Joint Action Water
Agency pipeline, which consisted of approximately 50 miles of pipe ranging in size from
16 to 90 inches.
• Provided resident inspection and construction services for a pumping station, main control
system, and access road and water storage reservoirs for the Northwest Suburban
Municipal Joint Action Water Agency in Illinois. Supervised staff engineers, wrote
I
4 ' Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications -Attachment 1 • 5-4
•• "T
construction claims, prepared final supplemental agreements, and reviewed construction
pay estimates.
• Provided resident engineering services for construction work on the O'Hare water
transmission main, which supplies water from Lake Michigan to seven northwest suburbs
of Chicago, Illinois. Provided services including quality assurance activities, approval of
monthly progress payments, drafting supplemental agreements to the contract, and overall
_Y
contract administration.
7
Municipal Wastewater
• - • Managed the design of a 2.3-mgd wastewater treatment plant expansion in California,
Missouri, which receives a large flow from a turkey processing facility mixed with domestic
"' wastewater, including flow equalization, single-stage nitrification, tertiary treatment with
high-rate sand filters, ultraviolet disinfection, sludge stabilization lagoons, sludge pumping,
Iand an operations building with a garage, office, laboratory.
• Managed the construction-related engineering services associated with the expansion of
Ithe wastewater treatment plant in California, Missouri, including bidding assistance, shop
drawing review, resident engineering, preparation of an operations and maintenance
manual, preparation of record drawings, and services during system start-up.
I • Assisted the city of California, Missouri, with the development of a user charge ordinance
necessary to cover the increase in operating costs associated with the expansion of the
Icity's South wastewater treatment facility.
• Managed construction services for a wastewater treatment upgrade project in Columbia,
Missouri, including shop drawing review, pay estimate review, preparation of an operations
and maintenance manual, and support to field staff.
I • Managed the construction engineering services for improvements to the aeration system
at the wastewater treatment plant in Wood River, Illinois, including replacement of surface
aerators with fine-bubble diffusers.
• Managed a study of improvements to wastewater treatment lagoons in California, Missouri,
which treat domestic wastewater and wastewater generated at a local turkey processing
facility. Prepared a report recommending single-stage nitrification followed by constructed
treatment wetlands as the most economical means to meet the stringent effluent limits.
I • Managed a sanitary sewer evaluation performed at the Naval Air Station in Fort Worth,
Texas, consisting of manhole inspections, smoke testing, and closed circuit television
inspections. Also prepared a report recommending a rehabilitation program to repair
structural defects and sources of infiltration and inflow.
• Managed construction and resident engineering services for the sewer system rehabilitation
Iwork for Plum Grove Woodlands Sanitary District in Palatine, Illinois.
• Participated in the preliminary design of a 97-mgd wastewater treatment plant for the Des
Moines integrated community area in INKE Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications -Attachment 1 • 5-5
•• • Served as project engineer on the final design of wastewater treatment system
improvements for Columbia, Missouri, including improvements to the existing wastewater
treatment plant, 90 acres of constructed wetlands, an effluent pumping station, a new
infiltration/inflow sludge pumping station, a new gravity sludge thickener, and the
conversion of an existing secondary anaerobic digester to a primary digester.
• Studied and reported on the practicality of using constructed wetlands for removing
nutrients from the treated effluent from a secondary treatment system at Big Cedar Lodge
near Branson, Missouri.
• Provided the final design of irrigation and underdrain piping improvements to the
wastewater treatment facility in Muskegon County, Michigan. Served as lead engineer on
the design, involving coordination with various technical support groups. Prepared a
variance report for the Michigan Department of Natural Resources and designed piping for
the irrigation systems.
• Designed an odor control facility at the James Creek sewage pumping station for the
Washington Suburban Sanitary Commission in Maryland.
• Served as the key engineer on a project for the Metropolitan Water Reclamation District
of Greater Chicago, Illinois, involving engineering studies related to an infiltration/inflow
corrective action program. Supervised the review of 44 sewer system evaluation surveys
and 44 corresponding sets of sewer rehabilitation contract documents. Prepared a sewer
collection system operations and maintenance manual for the 129 tributary agencies.
• Generated instrumentation data sheets, reviewed P&ID drawings and database, and
assisted with the generation of loop drawings for the Metropolitan Waste Control
Commission retrofit project in Minneapolis - St. Paul, Minnesota.
• Conducted an odor control study at the Damascus, Maryland, sewage treatment basin and
prepared a report on the findings of the study for the Washington Suburban Sanitary
Commission.
Industrial Wastewater
• Managed a study of wastewater treatment improvements at National Steel Corporation's
Midwest Division in Portage, Indiana, which involved evaluating methods of improving the
chrome treatment system, oily wastewater treatment, and the terminal treatment plant.
• Managed a bench-scale treatment study of the chrome wastewater at National Steel
Corporation's Midwest Division in Portage, Indiana, which determined that conventional
chrome treatment technologies would be effective for the removal of chrome from the
mill's chrome wastewater.
• Managed the preliminary design of a chrome treatment system at National Steel
Corporation's Midwest Division in Portage, Indiana, which included the preparation of a
process control strategy, P&IDs, site layout, foundation design, major equipment selection,
and mechanical and electrical arrangements. Also prepared an appropriations grade
construction cost estimate following the preliminary design.
MPS
Metcalf&Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Key Project Staff and Qualifications - Attachment 1 • 5-6
• Managed the preliminary design of terminal treatment plant improvements at National Steel
Corporation's Midwest Division in Portage, Indiana, to reduce the amount of solids
discharged to the receiving stream and to improve system reliability.
• Managed a study to determine the impact of the Great Lakes Initiative on several food
processing facilities located in Wisconsin, Michigan, New York, and Ohio.
• Managed a wastewater characterization study at a food processing plant in Fenix, Mexico,
which included sampling, analytical work, data evaluation, and recommendation of a
wastewater treatment system.
• Managed the preparation of industrial wastewater management plans for three Navy
facilities in Texas, as a military parallel to the industrial wastewater pretreatment programs
for publicly owned wastewater systems. Provided oversight of site surveys and a limited
wastewater characterization, identification of discharge limits for significant industrial
users, and evaluation of pretreatment systems for oily and metal-bearing wastewater at
one of the facilities.
• Managed a study to determine the most feasible treatment method for removing suspended
solids consisting primarily of polypropylene fines from a process wastewater stream at
Quantum Chemical Corporation's facility in Morris, Illinois, including pilot testing of an
Oberlin pressure filter following the completion of the study.
• Managed studies at the Uno-Ven Chicago refinery in Lemont, Illinois, for upgrading the
pretreatment system and segregating the process sewers from storm sewers. Evaluated
oil and water separation technologies and pilot testing of the recommended option,
evaluated methods of handling heat exchanger backflush flows, and recommended the
removal of these flows from the process wastewater sewer system.
• Managed the detailed design of a treatment system for National Steel's facility in Granite
City, Illinois, to separate solids from the blast furnace area gas washing wastewater,
including gravity thickeners, a temporary holding lagoon, and sludge drying beds, along
with all appurtenances. Also managed the preparation of an operations and maintenance
manual and start-up procedures during the construction phase.
• Managed a wastewater management study and design of improvements to the wastewater
treatment system at Nestle Food Company's pumpkin processing facility in Morton, Illinois.
Identified and evaluated spray field improvements, processing plant water conservation and
recycle measures, and wastewater system improvements, including the addition of
underdrains to the existing spray fields, constructed wetlands, and a slow-rate sand
filtration system to polish lagoon effluent prior to discharge to a nearby creek.
• Managed the review of a proposed refinery wastewater treatment system design for
-- Amoco Oil Corporation's facility in Mandan, North Dakota, including an analysis of the
performance of the proposed biological system, development of proper start-up and
operating procedures, and identification of recommendations for changes to the proposed
design to improve system reliability.
Metcalf Eddy
Company Confidential • Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
8
Key Project Staff and Qualifications -Attachment 1 • 5-7
• Managed a long-term wastewater characterization study for a common sewer system at
Amoco's former refinery and existing chemical plant in Wood River, Illinois, including a
review of applicable federal and local treatment requirements, preparation of a long-term
wastewater sampling and flow metering program, and preparation of a report summarizing
the study results and recommending pretreatment limits. Provided advice for improving
the operation of the sewer system, including recommendations on how to handle solids
that accumulated in the sewer systems, while considering the impact of applicable federal
regulations.
General Engineering
• Managed the development of utility Geographic Information Systems for water,
stormwater, and wastewater utilities at naval facilities in Corpus Christi and Kingsville,
Texas; Kings Bay and Athens, Georgia; and Meridian, Mississippi. Coordinated Global
Positioning System surveys to accurately locate aboveground features, the development
of AutoCAD drawings from the GPS surveys and record drawings, base map data
conversion, and field verification of utility features. Used ARCView and ARC/Info to
construct the GIS. Managed sanitary sewer system evaluations at Kings Bay to locate
structural defects and sources of infiltration and inflow and included photographs of each
defect in the GIS.
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Metcalf&Eddy
— c
Key Project Staff and Qualifications - Attachment 1 • 5-8
THOMAS L. WEBER
EDUCATION:
iiBS, Civil Engineering, University of Wisconsin, 1972
REGISTERED PROFESSIONAL ENGINEER
I
PROFESSIONAL MEMBERSHIPS:
Australian Water and Wastewater Association
American Society of Civil Engineers
American Water Works Association
Water Environment Federation
GENERAL BACKGROUND:
Mr. Weber is a vice president and senior project manager with Metcalf & Eddy. He provides
technical direction, scope development, scheduling, and budget control for projects, and
J prepares construction contract documents. Mr. Weber has extensive experience with water
supply development; water distribution system computer modeling; engineering design and
construction of water, wastewater, and stormwater management facilities; and remedial
1 investigations for leaking underground storage tanks.
EXPERIENCE:
I Water
• Served as technical specialist for a design-build project for two new direct contact water
filtration plants for Wyuna Water Propriety Limited in Sydney, Australia, including the
210-ML/d Illawarra water filtration plant and the 160-ML/d Woronora plant, which provides
filtered potable water in the southern service area of Sydney. Oversaw the preparation of
briefs summarizing design criteria for major components of the plants; preparation of piping
specifications; evaluation of tenders and selection of pumps for raw water, clear water,
backwash, and service water; and design of pumping station piping.
• Provided engineering design of the main pump station and water storage reservoirs for the
Northwest Suburban Municipal Joint Action Water Agency in Chicago, Illinois, including
a water pump station with a capacity of 99 mgd and water storage reservoirs with a total
capacity of 20 million gallons. Performed a waterhammer analysis on the proposed 52-mile
water transmission system, using computer modeling.
• • Coordinated engineering services during the construction of several major segments of the
water transmission system for the Northwest Suburban Municipal Joint Action Water
Agency in Chicago, Illinois. Oversaw construction of a 99-mgd main pumping station and
new access road; two water storage reservoirs each holding 10 million gallons; five miles
of a 90-inch-diameter water transmission main; control valves and piping in 16 water
delivery structures; and the radio-based computer control system for the main pumping
w4
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Metcalf&Eddy
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Key Project Staff and Qualifications —Attachment 1 • 5-9
••-'s
station, four booster pumping stations, and 16 remote water delivery structures.
Coordinated services such as shop drawing review, technical inspection of construction,
and review and certification of progress payments to contractors. Supervised the resident
engineering and inspection staff.
• Managed an exploration program to locate additional shallow aquifer municipal water
supplies through test well drilling and test pumping in Hanover Park, Illinois. Explored
aquifer zones including both glacial drift and dolomitic bedrock. Provided advice and
1 assistance in permit applications and testimony before the state regulatory agency to
obtain an allocation of Lake Michigan water supply.
- • Supervised a study of the municipal water works system addressing pumping facilities,
water storage facilities, and the water distribution system in Hazel Crest, Illinois. Used
computer modeling to simulate domestic and fire demand conditions over a 20-year period
of increased population growth and development. Provided preliminary design of
recommended water system improvements including a water transmission main and
booster pump station.
,I • Designed improvements to the waterworks system, including water transmission main,
booster pumping facilities, and elevated water storage tank, for Hazel Crest, Illinois.
Supervised construction bidding for proposed system improvements and coordinated
engineering services during construction. Prepared a report on the feasibility of financing
system improvements through a revenue bond issue.
j • Conducted a computer modeling study of the municipal waterworks system including the
components of water supply, pumping, storage, and distribution in Hanover Park, Illinois.
Designed water system improvements including well and booster pump station, water
distribution mains, two elevated water storage tanks, one ground storage reservoir, and
system instrumentation and control modifications. Supervised the coordination of
engineering and office services and served as resident engineer during construction.
• Managed subcontracted services for a conceptual water system master planning study for
the Detroit Water and Sewerage Department, which supplies a flow rate of 580 mgd from
five water treatment plants to the city of Detroit and 123 suburban communities. Managed
computer modeling to evaluate alternatives for future expansion and for operational
modifications of the water transmission system.
1 • Managed subcontracted services for a study to evaluate alternatives for either
rehabilitating, decommissioning, or replacing the 320-mgd Water Works Park water
treatment plant for the Detroit Water and Sewerage Department, which involved
considering the relative merits of expanding the capacity of the DWSD's five water
treatment plants, which have a combined capacity of 1 ,600 mgd and serve a population
of 4.1 million in the city of Detroit and 123 suburban communities, to satisfy projected
water needs through the year 2050. Participated in computer modeling of DWSD's water
transmission system to identify required improvements associated with each alternative;
conceptual design of water treatment plant expansions; and economic and noneconomic
evaluation of alternatives.
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Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-10
• Conducted a water audit study of a municipal waterworks system in Park Ridge, Illinois.
Studied management operations of customer billing and water loss accountability and
maintenance of water meters and fire hydrants.
Wastewater
• Directed a portion of the engineering design services for the upgrade and expansion of the
Seletar sewage treatment works in Singapore, involving expansion of the secondary
treatment facility from 114 ML/d to 400 ML/d in 133 ML/d modules. Directed odor
dispersion studies and mechanical design of sludge facilities, including new centrifuge
thickening and dewatering facilities and egg-shaped anaerobic digesters.
• Directed a study for sewerage system augmentation in Canberra, Australian Capital
Territory, for ACT Electricity & Water, involving investigation of six options to provide a
long-term solution to eliminate overflows in the North Canberra catchment, which
experiences sanitary sewer surcharges and overflows in wet weather. Considered options
including different combinations of infiltration/inflow reduction, distributed wastewater
treatment, gravity flow tunnels, pumping stations and rising main, and a wet-weather
storage basin.
1 • Managed a feasibility study to improve trunk sewerage capacity in the City West area of
Canberra, Australia. Evaluated six alternatives, including tunnels, pump stations,
distributed treatment, equalization storage, and infiltration/inflow reduction.
• Directed the completion of final engineering design and construction services for a
750-mgd raw wastewater pumping and preliminary treatment facility, with preliminary
treatment including screening, grit removal, and chemical addition using ferric chloride and
polymer, for the Detroit Water and Sewerage Department using an extensive team of local
subconsultants. Managed extensive geotechnical engineering necessary due to deep
excavations in very soft soils on a confined site and developed a detailed construction cost
estimate and prepared an estimated schedule for construction sequencing.
• Served as project director for the preparation of a regional water and sewer master
planning study for the Water and Sewer Planning Agency of the Grand Valley Metropolitan
Council, including the majority of Kent County and portions of adjoining Ottawa County in
Michigan. Provided regional planning for a 30-year period in an area served by three major
and two smaller public sewer systems. Evaluated the costs of different options for regional
water supply and wastewater treatment to arrive at a recommended plan for the future
development of the area.
„ • Directed the design and construction of modifications to a 300-mgd pure oxygen aeration
tank at the wastewater treatment plant in Detroit, Michigan, involving the conversion of
the first two bays of the five-bay tank to the use of fine-bubble diffusers for oxygenation
and mixing, rather than the use of deep submerged turbine mixers. Converted submerged
turbine mixers in remaining bays to surface mixers.
• Served as project director for the design and replacement of three intermediate lift pumps
at the wastewater treatment plant in Detroit, Michigan, increasing the capacity of the
pumps from 300 to 350 mgd each. Replaced the existing pumps with variable-pitch
Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications -Attachment 1 • 5-11
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impellers with fixed impeller pumps equipped with 2,500-horsepower variable-frequency
drive units.
• Supervised the preliminary design of a stormwater pump station to prevent flooding of a
major arterial street at a depressed crossing beneath a railroad line in Arlington Heights,
Illinois. Determined contributory runoff and runoff flow rate.
• Participated in the systems design portion of a regional facilities planning study for
-: wastewater treatment in East St. Louis, Illinois. Studied secondary treatment levels for a
region presently served by four individual primary treatment plants.
• Completed the engineering design of wastewater sludge dewatering facilities for a
municipal wastewater treatment plant in Elmhurst, Illinois.
• Designed new and upgraded wastewater treatment facilities in Peoria, Illinois, which
included grit removal and screening, raw sewage pumping, mechanical aeration, anaerobic
sludge digestion, and effluent pumping with a peak capacity of 60 mgd.
• Investigated alternatives for upgrading the mixing and air-diffusing system in the waste
activated sludge tanks at wastewater treatment plants in Peoria, Illinois, including different
i variations of replacing a portion of existing fine-bubble diffusers with new surface aerators
or submerged turbine mechanical mixers with individual air blowers.
11 • Participated in the design of a hydraulic control structure for the Clayey Road treatment
plant of the North Shore Sanitary District in a suburban area of Chicago, Illinois.
Hazardous Waste
• Directed investigations to determine the presence and extent of soil and groundwater
contamination at a number of leaking underground storage tank sites.
PRESENTATIONS:
• "Waterhammer Analysis for the Water Transmission System of the Northwest Suburban
Municipal Joint Action Water Agency," Environmental Engineering Division of the Chicago
Branch of the American Society of Civil Engineers.
• "The Area-Wide Benefits and the Design Challenges of Pumping Station No. 2A at the
Detroit Wastewater Treatment Plant," Environmental Engineering Division of the Southeast
1 Michigan Branch of the American Society of Civil Engineers, February 1989.
PUBLICATIONS:
• "Upgrading the Detroit Wastewater System," Public Works, March 1993 (with B.L.
Benjamin).
• "The Caisson Solution," Civil Engineering, December 1992 (with B.L. Benjamin and
ij J.A. Ramos).
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Metcalf&Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Key Project Staff and Qualifications -Attachment 1 • 5-12
• "Detroit's New 750 mgd Pump Station: The Challenge of Integrating New Facilities into
Existing Systems," Water Engineering & Management, May 1990 (with B.L. Benjamin).
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Metcalf&Eddy
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Key Project Staff and Qualifications - Attachment 1 • 5-13
PAUL W. MOULTON
EDUCATION:
BS, Civil Engineering, Northeastern University, 1975
REGISTERED PROFESSIONAL ENGINEER
GENERAL BACKGROUND:
Mr. Moulton is an associate and senior technical specialist in M&E's Mechanical Department,
responsible for overseeing the department's design of mechanical process, plumbing, HVAC,
odor control, and chemical feed systems. He has more than 20 years of experience in civil and
sanitary engineering, specializing in the design of treatment plants, pump stations, force mains,
and odor control systems. Mr. Moulton has provided the design and layout of mechanical
systems for numerous facilities, including site work and project coordination and management.
EXPERIENCE:
Pump Stations
• Served as lead mechanical process engineer for the Massachusetts Water Resources
Authority's 45-mgd Braintree-Weymouth intermediate pump station.
• Served as lead mechanical process engineer for the 15-mgd Beaverbrook pump station in
Danbury, Connecticut.
• Served as mechanical process engineer for the preliminary and final design of a 1 15-mgd
pumping station in East Boston for the Massachusetts Water Resources Authority.
• Served as mechanical process engineer for two pumping stations for the Raytheon
Company.
• Served as mechanical process engineer for the preliminary and final design of the drainage
pump station for the Central Artery/Tunnel project in Boston, Massachusetts.
• Served as mechanical process engineer for the groundwater treatment facility at McClellan
Air Force Base in Sacramento, California, including air stripping, incineration, and carbon
adsorption facilities.
- • Prepared a report for the U.S. Air Force at Hanscom Air Force Base in Bedford,
Massachusetts, assessing the capacity and condition of the existing sewage pumping
stations.
• Provided the rehabilitation design for three tributary pumping stations in Hanover, New
Hampshire.
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Metcalf&Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Key Project Staff and Qualifications - Attachment 1 • 5-14
• Supervised the mechanical design of the Old Turnpike Road pump station in Southington,
Connecticut.
• Designed an 18-mile sludge pipeline and three booster pump stations as part of a study for
San Diego, California.
S
I Wastewater Treatment
• Served as lead mechanical process engineer for the Massachusetts Water Resources
Authority's 600-mgd Reserved Channel CSO facility.
• Supervised the mechanical process design for modifications to the 0.5-mgd wastewater
treatment plant in Jewett City, Connecticut.
• Served on the technical advisory team for the Gaza wastewater and stormwater
rehabilitation project. Reviewed the master plan, feasibility studies, preliminary design,
final design, and construction management activities for the rehabilitation of stormwater
Iand wastewater systems.
• Served on the technical advisory team for the upgrade and expansion of the wastewater
J treatment plant in Gaza, including an engineering report, final design, construction
management, operations and maintenance training, and procurement of spare parts for the
wastewater treatment plant and effluent reuse system.
I • Participating in a major wastewater improvement program in Alexandria, Egypt, involving
process development; evaluation of alternatives for effluent disposal, sludge management,
J and expansion of treatment facilities; and preliminary designs for proposed wastewater
facilities.
• Oversaw the mechanical design and purchase of a wastewater pilot plant system with
biotowers for Alexandria, Egypt.
- • Served as mechanical technical specialist for the design of the Seletar sewage treatment
system in Singapore, including modifying and expanding existing works for flows to 400
ML/D.
• Provided the mechanical design of a wastewater treatment plant at Thule Air Force Base
in Greenland.
1 • Served as lead mechanical process engineer for the Massachusetts Water Resources
Authority's Boston Harbor cleanup project at Deer Island. Oversaw the mechanical design
of the 900-mgd North System headworks, the 400-mgd South System pump station,
primary treatment facilities, 35-mgd plant water systems, and odor and volatile organic
compound removal systems with a two-stage scrubber and chlorination and dechlorination
facilities. Prepared the design procedures manual for the mechanical process systems.
• Provided the Massachusetts Water Resources Authority with HVAC and mechanical design
oversight for ancillary modifications at the Deer Island wastewater treatment plant.
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j Metcalf&Eddy
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Key Project Staff and Qualifications -Attachment 1 • 5-15
• Served as lead mechanical process engineer for the scum and grit stabilization facilities at
the wastewater treatment plant in Des Moines, Iowa, including mist-type scrubber odor
control systems.
• Oversaw the mechanical process design of a 15.5-mgd wastewater treatment plant in
Danbury, Connecticut, including gravity belt thickeners, three belt filter presses, and an
, odor control system.
• Designed mechanical process equipment for wastewater treatment plant upgrades in
Marlborough, Massachusetts, which included the use of belt filter presses.
• Serving as the mechanical process design engineer for the wastewater treatment plant in
Ipswich, Massachusetts, including belt filter press dewatering.
I . Served as lead mechanical process engineer for grease, septage, and grit facilities at the
wastewater treatment plant in Marshfield, Massachusetts, including aerated septage tanks,
dissolved air flotation and an odor control system consisting of a two-stage scrubber and
carbon system.
• Served as lead mechanical process engineer for a 5.65-mgd wastewater treatment facility
Iin Farmington, Connecticut, which included a carbon-type odor control system.
• Served as lead mechanical process engineer for a 3.5-mgd wastewater treatment facility
in Cheshire, Connecticut, which included a carbon odor control system and belt filter
presses.
. • Served as lead mechanical process engineer for concept design of the Deer Island and Nut
Island wastewater treatment facilities for the Massachusetts Water Resources Authority,
both of which included odor and volatile organic compound removal systems.
1
• Prepared the standard specifications for valves, piping, gates, and mechanical process
equipment for the Massachusetts Water Resources Authority's Boston Harbor cleanup
project.
• Served as lead mechanical process engineer for the Massachusetts Water Resources
Authority's Boston Harbor project prepurchase program for 95 recessed impeller pumps,
1 475 sluice gates, and chain and flight collectors for the primary treatment facilities for
48 stacked clarifiers.
• Served as lead mechanical process engineer for the Massachusetts Water Resources
Authority's design procedures manual for the Boston Harbor cleanup project.
• Served as lead mechanical process engineer for the design of dual-purpose sedimentation
basins at the Blue Plains wastewater treatment plant in Washington, D.C., including eight
sedimentation basins and a 218-mgd screw pump station.
a
• Served as lead mechanical process engineer for the design of the sludge dewatering
facilities for the water treatment plant in Hingham, Massachusetts, including two
centrifuges, sludge feed pumps, sludge cake pumps, chemical storage and feed systems
;� Company Confidential •Trade Secret and Proprietary
Metcalf&Eddy Information of Metcalf&Eddy, Inc.
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Key Project Staff and Qualifications - Attachment 1 • 5-16
for precoating with diatomaceous earth, the addition of lime for sludge conditioning, and
acid for cloth washing.
• Served as lead engineer for the purchase and installation of a 2.5-meter belt filter press,
sludge feed pumps, and conveyors for the 31-mgd wastewater treatment plant in Fall
River, Massachusetts.
• Served as mechanical process engineer for the preliminary design of a sludge dewatering
- system for San Diego, California.
• Managed the design layout and equipment purchasing for the rehabilitation of four
wastewater treatment facilities in Puerto Rico, including 10 two-meter belt filter presses,
feed pumps, and sludge cake conveying systems.
-• • Served as mechanical process engineer for the preliminary design of septage and
chlorination facilities for the wastewater treatment plant in Westport, Connecticut.
• Provided the preliminary and final design of screening facilities in Chelsea, Massachusetts,
as part of the design of pumping facilities in East Boston for the Massachusetts Water
Resources Authority, including a carbon-type odor control system.
• Served as project and mechanical engineer for the design of the upgrade of the 7.5-mgd
Parkway advanced wastewater treatment plant in Laurel, Maryland, including four belt filter
Ipresses.
• Provided technical advice on aeration blowers for the upgrade and expansion of the Sod
IRun wastewater treatment plant in Harford County, Maryland.
• Served as mechanical process engineer for the sludge dewatering facilities at the Grass
- Valley wastewater treatment plant in Lake Arrowhead, California.
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• Prepared a preliminary design report for the expansion and upgrading of the wastewater
treatment plant in Suffield, Connecticut, including preliminary design of the sludge
thickening and dewatering systems, equalization tanks, and secondary treatment system.
• Provided mechanical process design of the new aerated grit chambers, screening facility,
and gas storage system at the Proctors Creek wastewater treatment plant in Chesterfield
County, Virginia.
• Served as project engineer for the 108-mgd East primary treatment plant in Alexandria,
Egypt, which uses belt filter presses for sludge dewatering.
• Participated in the upgrade of the 40-mgd Rekka wastewater treatment plant in Kuwait,
which uses belt filter presses for sludge dewatering.
I • Served as mechanical process engineer for the Abgaiq advanced wastewater treatment
plant in Saudi Arabia, including irrigation.
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j Information of Metcalf&Eddy, Inc.
LI Metcalf&Eddy
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Key Project Staff and Qualifications - Attachment 1 • 5-17
• Provided the mechanical design review of a 200-tpd sludge handling and dewatering
system and for the preliminary design report of sludge transfer pumping for two treatment
plants in Alexandria, Egypt, which use 12 two-meter belt filter presses.
• Designed a 2.3-mgd secondary wastewater treatment facility, using rotating biological
contactors and anaerobic sludge digestion with gas collection utilization in Hanover, New
Hampshire.
• Provided the design report and final design of a 0.7-mgd secondary industrial waste
treatment facility for the Spaulding Fibre Company to process paperboard manufacturing
wastewater. Conducted negotiations and purchased all process equipment.
• Conducted an industrial pretreatment study for Camden, Maine.
'll • Conducted a sludge management study for Camden, Maine, including an assessment of
existing sludge conditioning, dewatering, and disposal techniques.
• Provided the preliminary design for upgrading the sludge system and secondary settling
capacity at the wastewater treatment plant in Hooksett, New Hampshire.
• Served as mechanical process engineer for the 20-mgd American Cyanamid industrial
advanced waste treatment facility in Bound Brook, New Jersey, which involves multi-media
filtration, carbon absorption, carbon regeneration, sludge thickening, and incineration.
I Designed filter backwash, filter influent, carbon influent, and spent backwash water
pumping systems.
1 • Served as mechanical process engineer for the secondary and nitrification facilities at the
16-mgd advanced waste treatment facility for Southington, Connecticut. Designed
secondary and nitrification sludge and scum pumping systems, foam spray water systems,
-T and layout of system piping.
• Provided design overview of the centrifuge dewatering facility at the 309-mgd Blue Plains
- advanced wastewater treatment plant in Washington, D.C.
• Coordinated all design groups and phases of various projects involved in design of the Blue
Plains wastewater treatment plant in Washington, D.C.
• Provided the preliminary design of the filtration facility for the 7.5-mgd advanced waste
treatment facility at Fort Meade in Maryland.
• Served as mechanical process engineer for the 8-mgd wastewater treatment plant upgrade
. in Gulfport, Mississippi, including the rehabilitation of an influent pumping station and
digestion tanks and new aerated grit chambers, sludge heating system, and sludge
dewatering facilities.
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, 1 Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-18
Water Treatment
• Served as lead mechanical process engineer for a 30-mgd reverse osmosis and membrane
softening water treatment plant in Hollywood, Florida, including degasifiers and wet
scrubber type off-gas odor control systems.
• Served as lead mechanical process engineer for water treatment plants in Danbury,
Connecticut; and Hingham, Rockport, North Adams, and Northampton, Massachusetts.
Solid Waste
• Provided the preliminary design report for New York City's 17,000-tpd refuse-handling
systems at Fresh Kills.
PUBLICATIONS:
• "Dry-Pit Submersible Pumps Double Station Capacity," Water Environment & Technology,
1995 (with M. Cannon).
• "Grit Removal Facilities for Large Wastewater Treatment Plants," Australian Water and
Wastewater Association, 1995 (with R. Getter).
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Company Confidential •Trade Secret and Proprietary
1 Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-19 •
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JAMES H. DILLINGHAM
EDUCATION:
PhD, Environmental Engineering, Iowa State University, 1965
MS, Environmental Engineering, Iowa State University 1963
BS, Civil Engineering, California State University, Chico, 1962
PROFESSIONAL MEMBERSHIPS:
American Water Works Association
American Society of Civil Engineers
GENERAL BACKGROUND:
Dr. Dillingham is a technical specialist with more than 25 years of experience in computer
applications including hydraulic modeling; water distribution; water hammer; digitizing,
mapping, and geographic information systems; data acquisition; and computer control.
Dr. Dillingham is skilled in software development and operations with personal computers,
high-performance workstations, and real-time systems. One of the pioneers in the
development of hydraulic network analysis software, he serves as M&E's technology leader
in water networks and directs the hydraulic simulation laboratory. He is currently developing
real-time multitasking hydraulic system simulators for use in water quality modeling and
system automation.
EXPERIENCE:
Water System Analyses
1
• Performed hydraulic and unsteady flow simulation for the Belmont raw water supply
system and the Roxboro force main for the Philadelphia Water Department, Pennsylvania.
Saved millions of dollars in force main replacement costs by eliminating damaging water-
hammer problems that have been occurring for nearly 100 years.
• Performing extensive surge analysis for the water distribution system and pump stations
for the Cleveland Water Department in Ohio. Served as technology leader for the surge
analysis during development of the comprehensive Cleveland hydraulic modeling project.
• Performed complete hydraulic analysis, including unsteady-flow simulation, for the raw
water and finished water pump stations and force mains for the Nakhon Ratchisima,
Thailand, water system. Saved millions of dollars in future construction and pumping costs
and virtually eliminated potential water-hammer problems for the system.
• Performed unsteady flow analysis (hydraulic capacity and surge) for raw water pump
stations and supply mains for the Charlotte-Mecklenburg Utility District, North Carolina.
Recommended operational changes to increase hydraulic capacity and surge control
devices to protect against damaging water hammer. Identified potential cost savings
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1111„, Company Confidential •Trade Secret and Proprietary 1 Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-20
exceeding $4 million by recommending surge control measures for a 120-inch transmission
main to eliminate the need for a large anticipating surge-relief valve.
• Providing technical advice on mapping and hydraulic modeling of the water distribution
system for Menlo Park, California.
• Performed a dynamic hydraulic simulation study to identify facility and operational
improvements for controlling transient pressures in large transmission mains (72- to 120-
inch) in Detroit, Michigan. Saved more than $11 million by eliminating the need for six
large one-way surge tanks.
• Provided technical advice on hydraulic modeling of the water transmission and distribution
system for the Portland, Maine, water master plan study.
• Analyzed hydraulic computer models for water distribution systems in Portland, Maine.
• Provided technical advice on dynamic simulation studies for water systems in Augusta,
Maine; Plymouth, Massachusetts; and Danbury, Connecticut.
• Performed hydraulic transient analyses for three pump stations and force main systems for
Cobb County, Georgia, including a 78-inch water transmission main.
Sewage and Drainage Analyses
• Performed water-hammer analysis for the Dubai stormwater pump station and 1400-mm
force main as part of the Jumeirah and Al Safa sewerage and drainage project in the United
Arab Emirates. Recommended vacuum relief valves to meet requirements for vacuum
limitations and to control surge. Also performed surge analysis for 450-mm force main.
Recommended installation of vacuum breakers at pump discharge and at first and second
force main washout locations to meet requirements for vacuum relief and surge control.
• Performed surge analysis for a 250-mm force main for the Dubai sewerage rehabilitation
project, United Arab Emirates.
• Performed technical review and surge analysis for 14 sewage pump stations and force
mains for the Western Regions sewerage project in Abu Dhabi, United Arab Emirates.
Recommended the use of economical vacuum relief valves to relieve vacuum problems and
control surge. Also recommended the elimination of several expensive surge-relief valves
that were not necessary.
• Performed water-hammer analysis for the dual 1,200-mm force mains in South Surra,
Kuwait. Recommended a combination of vacuum relief valves and surge relief valves to
protect the system, which has 21 km of dual mains and a pumping capacity of 2,900 L/s,
from excessive transient pressures.
• Performed technical review and surge analysis for Doha West pump station No. 32 in
Qatar, which has 11 km of 900-mm force main with a 950-L/s pumping capacity.
111.•42 Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
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Key Project Staff and Qualifications - Attachment 1 • 5-21
• Developed hydraulic surge analysis software for analyzing surges in large-diameter tunnels
(11 feet and 24 feet) for the Massachusetts Water Resources Authority. Performed surge
analysis for a large-diameter (14-foot) combined sewer overflow and pump station and
made key recommendations for design changes to control surge.
Model and Software Development
• Developed PC software to display the results of a water distribution simulation.
• Developed software to graphically display the dynamic results of water simulations
showing the operation of pumps and reservoirs.
• Developed software for the generation of an annotated system schematic diagram of a
water distribution system; developed software to generate water system demand data
from population and land use data.
• Developed WADSY software for water distribution modeling, which uses Newton-Raphson
technique to solve the network continuity equations.
• Developed comprehensive software for calculating hydraulic transient pressures in pipe
networks, using the method of characteristics to solve the hydraulic transient equations.
• Developed software for the design of diatomite filtration and rapid sand filtration plants.
• Developed programs in several computer programming languages and applies relational
database management systems including dBASE, ORACLE, and INFORMIX.
• Managed the installation of the ARC/INFO geographic information system on M&E's
computer system. Implementing GIS applications and developing interfaces with numerical
3 modeling software.
• Converted numerous mainframe and minicomputer software programs for operation on IBM
PCs.
• Participated in computer system evaluations for the Massachusetts Water Resources
Authority southern system modeling project. Prepared report on computer hardware
requirements and recommended computer configurations. Prepared bidding and contract
documents for acquisition of computer system, software, peripheral equipment, supplies,
and system maintenance. Performed a system integration for a high-performance
supermicro-computer installation. Developed software tools for graphics and database
management. Documented the operation of the MWRA computer system in a user manual.
• Developed adaptive control software for real-time monitoring and automatic process
control. Implemented the software for a water distribution system at the Monroe County
Water Authority in New York. Developed a method for specifying the distribution system
configuration and the automatic control logic.
• Served as manager of operations for commercial digitizing and graphical processing
services for cartographic, demographic, meteorological, and pollution data. Planned,
Company Confidential • Trade Secret and Proprietary
Information of Metcalf&Eddy, nc.
Metcalf&Eddy
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Key Project Staff and Qualifications -Attachment 1 • 5-22
configured, and installed Data General Eclipse minicomputer system. Converted software
representing seven years of effort from IBM mainframe to Data General. Developed
extensive library of runtime subroutines and software development tools. Managed several
fast-track projects for digitizing analog recordings. Developed extensive software and
quality control procedures for graphic data processing for strip charts, map projections,
geographical database, and plotting. Developed software to convert Cartesian coordinates
to geodetic coordinates by statistically determining which of six map projections best fits
a series of control points.
• Developed, built, and tested a digitizing system consisting of a high-resolution digitizing
tablet, a microcomputer, and a magnetic tape drive. Developed extensive utility and
processing software for digitizing and processing analog strip charts, maps, and geodata.
• Enhanced numerical and graphical processing capabilities of in-house computer programs
for calculating hydraulic profiles for wastewater treatment plants. Developed numerous
plant hydraulic profiles for various phases of construction and modes of operation for the
Deer Island plant for the Massachusetts Water Resources Authority Boston Harbor cleanup
project.
Other
• Served as an elected official for the board of health in Burlington, Massachusetts, for ten
years. Drafted several regulations enacted by the board including drainage regulations for
wetlands and watershed protection and site plan approval.
• Developed radio communications performance evaluation (COPE) models for a U.S. Air
Force contract that plots contours of performance parameters for the study of radio
communications coverage.
• Served as principal investigator for a U.S. Army contract to extend software to include the
fi capability of computing the transit gamma exposure of a target flying through a nuclear
cloud after detonation. Programmed complex mathematical calculations encompassing
wind vectors, gamma radiation, and atmospheric transport. Reduced computational
requirements of the model by more than 90 percent.
• Served as head of engineering computer applications. Developed several computer
applications in civil and sanitary engineering.
• Researched the use of digital computer in design of diatomite filtration plants for doctoral
thesis.
• Performed surveys and inspection for a large railroad tunnel project.
PUBLICATIONS:
• "Hydraulic Transient Analysis in a Large Water Transmission System," presented at the
American Society of Civil Engineers Conference on Advances in Underground Pipeline
Engineering, Seattle, Washington, 1996 (with A. Qaqish, D. Guastella, and D. Chase).
Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications -Attachment 1 • 5-23
• "Computer Graphics Approach for Management of Distribution System Water Quality,"
American Water Works Association Computer Conference, Houston, Texas, 1991 .
• "Automating Distribution Systems Operations," American Water Works Association
Journal, March 1979.
_ • "Automation of Water Distribution Systems," American Water Works Association
Conference, New Orleans, Louisiana, 1976.
• "Computer Methods for Water Distribution Design," American Society of Civil Engineers'
Hydraulics Division Conference, Cambridge, Massachusetts, August 1968.
• "Computer Analysis of Water Distribution Systems," Water & Sewage Works Journal
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(five-part series), January through May 1967.
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Company Confidential •Trade Secret and Proprietary
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Metcalf&Eddy
Key Project Staff and Qualifications -Attachment 1 • 5-24
SCOT D. STRASSBURG
EDUCATION:
BS, Civil and Environmental Engineering, University of Wisconsin, 1986
REGISTERED PROFESSIONAL ENGINEER
PROFESSIONAL MEMBERSHIP:
American Society of Civil Engineers
GENERAL BACKGROUND:
Mr. Strassburg is a senior project engineer with experience in the preparation of contract
documents for wastewater treatment systems. He has investigated advanced wastewater
alternatives, assisted with stormwater drainage studies, performed construction-related
services, and provided oversight of soil and water sampling programs.
EXPERIENCE:
Municipal Wastewater
• Assisted with an investigation of wastewater treatment system alternatives and a
treatment system cost study to establish the economic feasibility of bringing a meat
processor into Junction City, Kansas. Provided mechanical process design, system
hydraulics, and assistance with equipment selection during the fast-track design-build of
the Southwest wastewater treatment plant, including an industrial wastewater
pretreatment system and biological treatment system.
• Participated in an influent pumping feasibility study for MWRDGC's Calumet water
reclamation plant. Prepared preliminary design for four pump station alternatives, each to
provide firm pumping capacity of 480-mgd. Assisted with an economic evaluation,
hydraulic analysis, existing conditions assessment, and report preparation.
• Assisted with facilities planning and design of a wastewater treatment system with a
capacity of 2.25-mgd for the city of California, Missouri, including equalization basins,
aeration lagoons with a floating fine-bubble system, clarifiers, blower station, slow-rate
sand filter, ultraviolet disinfection, pumping stations, and other pertinent facilities.
Provided construction-related services including reviewing shop drawings, responding to
contractor questions, and preparing an operations and maintenance manual.
• Managed the preparation of plans and specifications for various facility arrangements
associated with the North excess flow and wastewater treatment facilities in Iowa City,
Iowa. Prepared civil drawings, designed sludge pumping facilities, selected final
equipment, and provided layout of general facilities.
NUECompany Confidential •Trade Secret and Proprietary
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Metcalf
Key Project Staff and Qualifications - Attachment 1 • 5-25
7
• Conducted hydraulic analysis and generated hydraulic profile for design of a new
wastewater treatment plant in Service Area No. 9 of San Luis Obispo County, California.
• Responded to contractor requests for information, prepared design changes and reviewed
submittals related to civil and mechanical process work for the Metro Biosolids Center in
San Diego, California.
• Assisted with the preparation of bid documents for rehabilitation of the brick-lined sewer
for the North East Ohio Regional Sanitary District's Big Creek interceptor in Cleveland,
Ohio.
• Conducted a compliance audit for the Little Blue Valley Sewer District's Atherton
# wastewater treatment plant in Independence, Missouri, including assessing permit
requirements, laboratory procedures, and pretreatment programs.
• Provided on-site investigations, records review, design document review, and personnel
interviews at the Little Blue Valley Sewer District's Atherton wastewater treatment plant
in Independence, Missouri. Prepared a report summarizing the results of the wastewater
treatment plant capacity study and operations and maintenance review. Presented findings
to the district's board of directors.
1 • Reviewed wastewater treatment plant disinfection system upgrade options to address
revised residual chlorine permit limits at the Lake Lakengren wastewater treatment plant
in Preble County, Ohio. Designed an ultraviolet disinfection system, prepared bid
documents, assisted the client with the bidding process, and reviewed shop drawing
submittals during construction.
• Participated in an investigation of advanced wastewater treatment alternatives and
subsequent amendment of the 201 facilities plan update in Columbia, Missouri. Evaluated
_. treatment alternatives, prepared the preliminary design of wetlands wastewater treatment
systems, and assisted with design of the selected treatment system. Wrote an innovative
and alternative treatment assessment analysis to satisfy a Department of Natural
Resources requirement.
• Participated in the preparation of plans and specifications for the Long Neck wastewater
treatment and disposal facilities in Sussex County, Delaware, a land application system
using coarse screening, mechanical aeration, and settling. Developed plans and
specifications and designed civil site work, lagoon lining systems, and roadways.
• Responded to requests for clarification by the constructors of the North excess flow and
wastewater treatment facilities, South wastewater treatment facilities, and interceptor
sewers in Iowa City, Iowa. Investigated requests, determined design intents, consulted
with technical support groups and subconsultants, and developed solutions and responses.
• Prepared plans and specifications for facilities associated with the land application
1 wastewater treatment system in Muskegon County, Michigan. Provided process
kl development and design associated with rapid infiltration basins, aerated lagoons, and
facultative lagoons. Provided hydraulic design and layout of lagoon outlet structures,
interception ditches, agricultural underdrains, drainage trunk mains, and drainage ditches.
` Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Li Metcalf&Eddy
I
Key Project Staff and Qualifications -Attachment 1 • 5-26
• Reviewed shop drawings and worked on the design report of a trickling filter facility for the
integrated community area wastewater treatment plant in Des Moines, Iowa.
Industrial Wastewater
'• • Conducted a study for wastewater treatment and reuse as cooling tower makeup water
_I at Amoco's refinery in Salt Lake City, Utah.
- • Participated in the design of a wastewater pretreatment system for an Armour Swift-
, Eckrich sausage plant in St. Charles, Illinois, which included acidification, dissolved air
flotation, jet aeration activated sludge, clarification, and sludge pumping.
. • Conducted an effluent flow metering study at Citgo's refinery in Lemont, Illinois, including
recommendations to improve the performance of the metering system.
I • Conducted a hydraulic analysis of a wastewater pretreatment system at the Coca-Cola
Syrup Branch in Columbus, Ohio. Provided recommendations to increase system flow
capacity.
• Participated in a study of alternatives to treat high-strength wastewater consisting mostly
I of whey for Kraft's dairy in Lowville, New York, including land application, sequencing
batch reactors, ultrafiltration, and lagoons.
1 • Conducted a study of the wastewater pretreatment system at Marathon Oil's refinery in
Detroit, Michigan. Produced a report with system upgrade recommendations intended to
minimize pretreatment agreement violations.
1 • Assisted with a study of wastewater treatment system improvements for National Steel's
Midwest Division, including recommendations for upgrading the chrome treatment system,
the oily wastewater treatment system, and the terminal treatment plant.
• Conducted a study of sludge dewatering alternatives for the blast furnace recycle system
- • at the U.S. Steel Group's Gary Works in Indiana. Considered belt filter presses, filter
presses, and centrifuges for the 300-dry-tpd system.
I • Developed procedures for and directed a bench-scale testing program for U.S. Steel's Gary
Works, which involved operating four biological reactors as sequencing batch reactors,
reducing ammonia concentrations of 500 mg/I to less than 1 mg/I.
1 • Conducted a study of operation, water use, and wastewater production at a Goodyear Tire
& Rubber Company hose plant in Lincoln, Nebraska. Prepared a report summarizing means
•- by which the plant could reduce water use and sewer surcharges.
• Reviewed the site, operations, available wastewater data, and drawings at the Keil
Chemical Division of the Ferro Corporation in Hammond, Indiana. Assisted Keil with the
1 development of an approach to improve environmental conditions. Participated in the
development of scope of work documents to address various environmental problems at
the site.
M' Company Confidential • Trade Secret and Proprietary
information of Metcalf&Eddy, Inc.
;, Metcalf&Eddy
s '
`..I
Key Project Staff and Qualifications -Attachment 1 • 5-28
to allow discharge of pretreated wastewater to the city's wastewater treatment plant, and
sand filter design for reduction of total suspended solids.
• Investigated options for treating high-strength wastewater for a proposed Seagram's
tequila plant in Mexico, with most options using land application. Designed a process
wastewater lift station and screening arrangement for still bottoms wastewater and a
domestic wastewater treatment system incorporating a recirculating granular medium filter.
• Served as project engineer for the investigation and design of a wastewater equalization
system at Colombo's yogurt plant in Methuen, Massachusetts, including preparation of bid
documents for wastewater pump station, equalization tank, flow monitoring, and all
appurtenant facilities. Interfaced with the industrial pretreatment program facilitator in the
local sanitary district and provided construction-related engineering services.
• Conducted a study for reduction of total suspended solids in the wastewater generated
A during the production of polypropylene pellets at the Quantum Chemical (now Millenium
Petrochemical) facility in Morris, Illinois, including review of flows, loads, and site
conditions; analysis of technologies for removal of suspended solids; preparation of a
preliminary report; and design, arrangement, and analysis of data for an on-site test using
an Oberlin pressure filter. Designed the system and prepared bid documents for the
treatment system recommended as a result of the pilot testing.
• Served as project engineer for the design of upgrades to the wastewater treatment system
at the L-TEC welding flux plant in Niagara Falls, New York. Designed modifications of the
batch treatment process to provide for a continuous flow system capable of treating higher
flows and more concentrated wastewater for removing fluorides and other metals.
• Served as project engineer for the detailed design and preparation of bid packages for
facilities to upgrade the wastewater pretreatment system at the Uno-Ven (now Citgo)
refinery, including process development, preparation of P&IDs, coordination of design
activities, and client contact. Designed and operated an on-site pilot system to test
removal of suspended solids and free oil from the refinery's wastewater using induced gas
flotation.
• Served as project engineer for a pretreatment system and process sewer system study at
the Uno-Ven refinery in Chicago, Illinois, including an evaluation of technologies to improve
oil-water separation, sewer system modeling, sewer system improvement evaluations, and
recommendations to handle heat exchanger backflush water.
• Served as project engineer for the design of a 2,200-gpm oil refinery process wastewater
lift station at the Uno-Ven refinery in Chicago, Illinois, including design and preparation of
construction drawings and specifications and assistance with materials procurement.
• Participated in the study of alternatives to decommission a wastewater surface
impoundment at the Uno-Ven refinery in Chicago, Illinois. Participated in the fast-track
design and construction of facilities to eliminate the discharge of process wastewater into
the impoundment and to biologically treat the impoundment's contents prior to the primary
sludge rule effective date. Prepared schedules, conducted site investigations, provided
ihogg Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
.3
Key Project Staff and Qualifications - Attachment 1 • 5-29
construction supervision, and wrote operations and maintenance manuals. Supervised
clean closure of the basin and certified closure with the U.S. EPA.
• Served as lead engineer for the investigation and design of facilities to bypass a
wastewater surface impoundment at the Sun Oil refinery in Toledo, Ohio, involving the
elimination of the pond from the refinery's wastewater treatment system, two 6,000-gpm
and one 21,000-gpm diesel-engine-driven pump stations, two steel tanks, and 2,200 feet
of 30-inch-diameter steel pipe.
• Served as lead engineer for preliminary engineering work at an 8-mgd refinery wastewater
pretreatment system for Sun Refining and Marketing Company's refinery in Toledo, Ohio.
Assisted with the development of process flow and process and instrumentation diagrams,
coordinated design activities between various design disciplines, prepared monthly project
status reports, and acquired and verified site data.
• Participated in the preparation of a conceptual design report for the treatment of
wastewater at Sun Refining and Marketing Company's refinery in Toledo, Ohio, including
hydrologic analysis, flow equalization, revisions to the existing treatment process, addition
of a blowdown water treatment system, addition to the sludge management system, and
improvements to the cooling water recycle system.
• Served as project engineer for a study of pretreatment and flow monitoring options for a
General Mills-Yoplait yogurt plant. Conducted a site visit to observe plant operations,
recommended measures for reducing wastewater discharges to the local treatment system,
and provided client assistance at meetings with the city.
Storm water
• Conducted hydrologic investigations at Uno-Ven's refinery in Lemont, Illinois, including one
to identify options to divert stormwater outfalls subject to permitting into the refinery's
sewer system for treatment and one to consider redirecting uncontaminated runoff directly
to outfalls without treatment.
• Prepared a sewer segregation study for Amoco's facility in Wood River, Illinois, including
a stormwater management plan and design for two sewer systems.
• Participated in a study of the storm drainage system for development of the Armed Forces
recreation center at Fort DeRussy in Oahu, Hawaii. Conducted hydrologic and hydraulic
analysis of the existing storm drainage system and modeling of proposed changes.
1 Prepared a report on the study.
• Assisted with the preparation of contract documents for the Southeast interceptor and the
Benton Street interceptor sewer contracts for Iowa City, Iowa. Prepared a design criteria
report for the digested sludge force main.
• Assisted with design and preparation of bid documents for the construction of four
j stormwater pump stations in Des Moines, Iowa. Served as project engineer for civil and
mechanical designs, coordination of design activities by other disciplines, and coordination
of activities with the joint venture partner.
mim Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
•
Key Project Staff and Qualifications - Attachment 1 • 5-36
DAVID H. RITTMEYER
EDUCATION:
BS, Civil Engineering, University of Wisconsin, 1974
MS Coursework, Structural Engineering, University of Illinois
REGISTERED PROFESSIONAL ENGINEER
PROFESSIONAL MEMBERSHIPS:
American Concrete Institute
Structural Engineers Association of Illinois
GENERAL BACKGROUND:
Mr. Rittmeyer is a senior project design engineer with 20 years of experience with design and
construction services. He oversees structural design for projects involving wastewater
treatment, water supply, and transportation. Mr. Rittmeyer has designed structures for power
-- plants, chemical plants, and food processing plants.
EXPERIENCE:
• Designed structures for a large water pumping and distribution system for seven suburbs
of Chicago, Illinois, including a pumping station with offices and support facilities, as well
as supports and restraints for pipes as large as 60 inches in diameter.
• Designed a water pumping station and below-ground reservoir in West Dundee, Illinois.
• Designed expansion and structural rehabilitation of sewage treatment plants in Elgin,
Illinois, and Muskegon, Michigan; a large water pumping station and prestressed concrete
reservoirs for the suburbs of Chicago, Illinois; and a new building for the sewage treatment
plant in Elmhurst, Illinois.
• Designed structures as part of a design-build contract for a wastewater treatment plant in
Junction City, Kansas, including clarifiers, aeration tanks, pump station, and buildings.
• Designed structures including concentric carousel aeration tanks, clarifiers, a pump station,
a chemical building, and chlorine contact tanks for the redesign of a 5-mgd wastewater
treatment plant and 9.5 miles of trunk sewer lines in Greenville, South Carolina, for the
Western Carolina Regional Sewer Authority.
• Designed structures and assisted with construction services for the Northside wastewater
• treatment plant in Auburn, Alabama, including a pump station, carousel aeration tanks, grit
tanks, chlorine contact tanks, and cascade aeration tanks, as part of design-build services.
Provided construction services on a fast-track basis, with structural design and drawings
completed in less than six weeks.
4j
Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
•
Key Project Staff and Qualifications - Attachment 1 • 5-37
• Designed structures for a 750-mgd pumping station in Detroit, Michigan, including
screening facilities, grit tanks with monorail, and a maintenance building. Reviewed
geotechnical work for the designs of sunken caisson, sewage conduit, tunnels, pile driving,
and sheet piling.
• Reviewed structural design for the design-build of sewage treatment facilities in Freeport,
Texas.
• Designed structures and piping and supervised construction services for the design-build
of a sewage treatment plant for a Birdseye vegetable processing plant in Celaya, Mexico.
• Designed all structures for a sewage treatment plant in Apache Junction, Arizona, as part
of a design-build contract, including masonry buildings, aeration basins, and aerated grit
removal facilities.
• Prepared specifications and designs for three miles of 51- to 60-inch-diameter relining pipe
grouted in place and extensive demolition of existing brick sewer including temporary
tunnel supports.
• Supervised structural designs and provided construction services for two expansions of the
Sod Run sewage treatment plant for Harford County, Maryland.
• Participated in and managed several value engineering studies of sewage treatment plant
designs.
• Designed berms and dikes and assessed stability of earth slopes at several industrial
containment and harbor facilities.
• Designed foundations, steel superstructures and large ducts for installation of air cleaning
equipment at a steel production facility.
• Designed structural rehabilitation of twelve 200-foot-diameter trickling filter tanks, sludge
digestion tanks, and control buildings for the upgrade of the wastewater treatment plant
in Des Moines, Iowa. Provided structural design for new digestion tanks, a control
building, and tunnels.
• Designed a support system for a 66-inch-diameter sewage force main in Muskegon,
Michigan, to prevent future damage and allow for installation with the main in service.
• Designed buildings for sludge facilities in Elmhurst, Illinois, including facilities for
laboratories, plant personnel, and offices.
• Participated in the remodeling of a portion of an elevated electrified railroad track and an
elevated station for the Chicago Transit Authority in Illinois, including removal of supporting
columns from the street running below the railway structure and design to allow for
construction without interruption to rail traffic.
E Company Confidential •Trade Secret and Proprietary
� Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
6 R
Key Project Staff and Qualifications -Attachment 1 • 5-38
• Designed a commuter railroad station for the Regional Transit Authority of Chicago, Illinois,
including pedestrian ramps and tunnels.
• Designed highway structures including a four-lane highway bridge in Highland Park, Illinois,
using composite steel and concrete construction and a concrete double-box culvert in
Schiller Park, Illinois.
• Compiled load ratings for bridges along the Brooklyn-Queens Expressway in New York City.
1
• Managed design, analysis, drafting, and implementation of new pieces of equipment used
in the construction of reinforced concrete chimneys. Participated in final equipment
assembly before shipment to job sites and resolved any equipment problems encountered
by construction forces in the field.
• Designed reinforced-concrete chimneys including steel, brick, and fiber-reinforced plastic
linings, support girders for linings, steel platforms, concrete slabs, foundations, ducts, and
other requirements.
• Designed structures in the chemical, process, and power industries and prepared bid
packages for steel electric transmission poles and industrial buildings, including the
structural steel for the boiler house of the Louisville Gas & Electric Company's Trimble
County station; plant remodeling for the Texaco Lockport Illinois Refinery; and design of
a mezzanine level and storage areas for the Bellkool Company of Milwaukee, Wisconsin.
• Managed structural design and drafting of 3,500 linear feet of retaining walls, supporting
embankments for railway, 1 ,500 feet of elevated concrete deck structure, abutments and
frames, curved steel deck girders, through girders, concrete piers, and caissons for the
Southwest Transit line elevated electric railway, which connects Midway Airport and
downtown Chicago, Illinois, for the Chicago Transit Authority.
• Participated in construction services on the Calumet sewage treatment works for the
Metropolitan Sanitary District of Chicago in Illinois.
• Provided structural design of concrete buildings and aeration grit tanks for the expansion
and upgrade of the wastewater treatment facilities in Iowa City, Iowa.
J
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Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
i
Key Project Staff and Qualifications - Attachment 1 • 5-39
YASSER RIZK
EDUCATION:
BS, Electrical Communication Engineering, Alexandria University, 1990
i
PROFESSIONAL MEMBERSHIPS:
1
i Water Environment Federation
American Society for Public Administration
. • GENERAL BACKGROUND:
Mr. Rizk is a project engineer with Metcalf & Eddy. He provides electrical engineering and
instrumentation services for water and wastewater treatment plant designs and upgrades,
including associated pumping facilities.
IEXPERIENCE:
1 • Served as electrical and instrumentation engineer for the Phase II wastewater project in
Alexandria, Egypt. Evaluated the condition of all electrical and instrumentation, including
pumping stations and two treatment plants. Identified, recommended, and designed the
1 expansion. Worked with other project disciplines to develop basis of design reports, which
include the primary treatment expansion and secondary treatment alternatives. Developed
electrical and instrumentation sections for various basis of design reports, with design
i electrical and instrumentation drawings (one line diagrams, P&ID drawings). Developed site
electrical drawings for the treatment plants and the pumping stations. Determined the
electrical loads studies required for the treatment plants and the pumping stations to
I estimate the existing connected and demand electrical loads and to estimate and size the
electrical systems required for all Phase III expansion work. Developed a cost estimate for
the electrical power consumption for the treatment plants based on the load study to be
a part of an operation and maintenance cost estimate for the wastewater treatment
system.
• Served as electrical engineer for wastewater treatment plant improvements in California,
Missouri; Cranston, Rhode Island; and Jewett City, Connecticut. Designed electrical
system, including the one line diagrams, electrical load calculations, power and lighting
-I plans, fire alarm system, sizing all conduits, cables, panels and all other electrical
equipment and systems required. Followed up on the electrical contract drawings drafting
effort based on the system design requirements. Edited the electrical contract specification
, sections for the selected electrical equipment and systems. Coordinated electrical work
required with other project disciplines.
• Served as electrical engineer for design-build of a wastewater pretreatment facility for Fruit
• of the Loom.
ri
►.I
;� Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications -Attachment 1 • 5-40
• Provided the electrical engineering for construction services for Resolve Superfund Site,
groundwater treatment facility. Reviewed electrical shop drawings and electrical
equipment submittal.
• Served as electrical and instrumentation engineer for wastewater treatment plants and
mechanical sludge dewatering facilities in Alexandria, Egypt. Prepared field electrical and
control wiring drawings, shop drawings, shop drawings submittals, control loop diagrams,
electrical control panels schematics, and as-built drawings. Supervised and arranged all
electrical and instrumentation field work installations according to the contract
specifications and to the applied codes requirements. Installed the PLC system with ladder
logic configuration, design, debugging, testing, and installation. Provided instrumentation
installation, calibration, programming, and testing according to the manufacturers
requirements. Provided electrical equipment installation, testing, and start-up according
to the NEC code and to the manufacturers requirements, including all types of
transformers, panel boards, motor control centers, switchgears, electrical control panels,
and motors. Assisted in installing, testing, and starting up two Caterpillar engine
generators. Performed high- and medium-voltage switchgears control static relays testing
and adjustments. Conducted high-potential tests for cables, switchgear breakers, and
switchgear bus. Assisted in the plant start-up and performing functional acceptance tests
for all types of electrical and instrumentation systems as required. Assisted in vendor
training for the PLC system, instrumentation and control system, and belt filter presses.
Assisted plant staff in operation after start-up. Conducted maintenance work during the
warranty period of the equipment.
• Served as computer maintenance engineer in Mesjidco Computer Center in Alexandria,
Egypt. Provided hardware maintenance and software customer support. Repaired
computer boards, monitors, and printers. Installed add-on cards and conducted accessories
maintenance and repair and electronic circuit troubleshooting. Provided personal computer
network setup and installation of software and hardware running under Novell netware.
TI
41
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M e Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
j Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-41
EDWARD C. STILLWELL
EDUCATION:
BS, Civil Engineering, New England College, 1974
REGISTERED PROFESSIONAL ENGINEER
•
PROFESSIONAL MEMBERSHIP:
Instrumentation Society of America
GENERAL BACKGROUND:
Mr. Stillwell is a senior technical specialist experienced in the design of instrumentation and
control systems for a variety of environmental treatment systems including water and
jmunicipal and industrial wastewater.
EXPERIENCE:
I Water
• Evaluated monitoring and control systems for an extensive water supply system, five
treatment facilities, and a distribution system with several pressure zones, booster pump
stations, and storage facilities in Meriden, Connecticut. Recommended a plan and
I procurement method and prepared cost estimates for phased implementation of an open-
architecture SCADA system to achieve a significant degree of automation. Will provide
design and construction services for installation of the SCADA system.
.x • Conducted a Y2K review of the water treatment plant in Amesbury, Massachusetts.
• Designed reservoir and water pumping station instrumentation and control systems with
PLC control and advanced machine vibration monitoring connecting to an existing HSQ
SCADA system for the city of Cleveland, Ohio.
4
A • Provided control systems consulting services for the design and construction of water
collection, treatment, and distribution facilities in Nakhon Ratchasima, Thailand, including
a raw water pumping station that pumped water 65 kilometers to a 100,000-m3/d water
treatment plant; a radio SCADA system for the raw water pumping and distribution
system; and a distributed control system for the water treatment plant.
• Served on the value engineering team evaluating the instrumentation and control systems
proposed for the new 405-mgd Walnut Hill water treatment plant being built by the
Massachusetts Water Resources Authority.
P
3
• Prepared technical memorandum for the city of Hollywood, Florida, for the rehabilitation
1 of instruments, controls, valves, and valve actuators at a water filtration plant.
ha WM Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-42
• Designed an instrumentation and control system and an off-site SCADA system for a water
treatment plant in Hingham, Massachusetts.
• Served as instrumentation engineer for the installation of a supervisory control and data
acquisition system for a 1-million-gallon storage tank and pump station in East Providence,
Rhode Island.
• Designed the instrumentation and control system for a water treatment plant in Augusta,
Maine.
•
• Designing instrumentation systems for the water treatment plant in Rockville, Connecticut.
• Designed control and instrumentation for five new water pumping stations for greater
Manila in the Philippines. Designed new instruments and control modifications for an 800-
°? mgd water treatment plant built in the 1950s.
j
• Served as project engineer for the instrumentation and remote telemetry for a 36-mgd
water treatment plant and 10 stormwater diversion, collection, and pumping facilities in
Singapore.
• Served as project engineer for the design of controls, instrumentation, and chemical feed
systems for a water treatment plant in Burlington, Vermont.
Wastewater
• Designed a PLC-based control system for the Massachusetts Water Resources Authority's
North Dorchester Bay and Reserved Channel combined sewer overflow facility, including
control and vibration monitoring of 1,200-HP CSO pumps, integration of remote odor.
control facilities, and flow diversion structures.
• Designed a PLC-based control system for the MWRA's Braintree-Weymouth replacement
pump station, including monitoring and control of the pump station from the Nut Island
- headworks and modifications to the Fore River staging area and Deer Island treatment
plant's centrifuge thickening facilities. Integrated controls at the Fore River staging area
with the existing Bailey control system at the Deer Island plant.
• Wrote the section on control facilities in the Phase II wastewater facilities plan for
Amesbury, Massachusetts.
• Completed subconsultant design for instrumentation and PLC controls for the expansion
of the Northwest wastewater treatment plant in Cobb County, Georgia, including revision
of the plant control philosophy and preparation of P&IDs, instrument data sheets, and
detailed specifications for the control system.
• Served as technical specialist for the modification and expansion of the Seletar sewage
treatment works in Singapore for flows to 400 mid.
• Provided design support for the rehabilitation of the Rekka wastewater treatment and
effluent reuse facilities in Kuwait.
Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
;, Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-43
-s
• Developed a system automation report for the automation of water and wastewater
facilities for the Miami-Dade Water and Sewer Department in Florida, including evaluation
of the operation and controls of current plants and recommendation of automation
throughout the system, with specific recommendations for one water and wastewater
plant.
• Served as technical specialist for the review of the process control design and for the
preparation and revisions to project design manuals and standard specifications for the
Massachusetts Water Resources Authority's upgrade of the Deer Island wastewater
treatment plant. Verified references to the facility's 22,000-point distributed control
system, its wide area network, and interim programmable logic controllers. Coordinated
designs of 10 A/E firms to provide common interface.
• Served as technical specialist for the Phase I design of dewatering and chemical treatment
systems for the R.M. Clayton wastewater treatment plant in Atlanta, Georgia. Prepared
specifications for the distributed control system and expansion of the existing Foxboro I/A
system.
• Designed a distributed control system and instrumentation for a new advanced wastewater
treatment facility in Gwinnett County, Georgia. Integrated the distributed control system
with PLCs and two-wire valve actuator control system on a wide area network.
• Participated in the design and factory testing of instrumentation for the upgrade and
expansion of the Sod Run wastewater treatment facility in Harford County, Maryland.
• Participated in the design of instrumentation for the expansion of the Little Patuxent
wastewater treatment facility in Howard County, Maryland.
• Served as technical specialist for the evaluation of existing diesel engine generator control,
- meetings with manufacturers of engines and controls, and preparation of new control
system design documents for the Owls Head water pollution control plant in New York
City. Designed modifications and additions to the fuel trains, lubrication systems, and new
closed-loop cooling systems.
• Provided design review for a new sludge processing facility and its distributed computer
system in San Diego, California.
1
• Designed an instrumentation and control system for the wastewater treatment facilities in
Abgaiq, Saudi Arabia, for ARAMCO.
• Evaluated and corrected corrosion of the instrumentation and control system at a
mechanical dewatering facility in Alexandria, Egypt, including field inspection, detailed
inspection report with recommendations for remedial action, and inspection of final
remediation work.
• Provided control system design and design review for Phase II of the Alexandria
wastewater program in Egypt.
I
Company Confidential"•Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
J Metcalf&Eddy
.,s
Key Project Staff and Qualifications - Attachment 1 • 5-44
• Served as technical specialist for the review of the process control, instrumentation, and
electrical design prepared by the Samsung-Lotte-CEC joint venture and design engineers
for the turnkey construction of the Yannawa works for the Bangkok Metropolitan
Administration in Thailand. Reviewed sewage treatment works and intermediate pump
stations.
• Designed new instrumentation and telemetry for 45 wastewater pumping stations
throughout the republic of Singapore. Designed a central telemetry monitoring center for
facilities management and emergency response.
• Provided the evaluation and design of new instrumentation and a distributed control system
for a 60-mgd Kim Chaun wastewater treatment plant in Singapore, which included full
secondary treatment with DAF thick thickening, digestion, and on-site power generation
from digester gas.
1 • Provided the evaluation and design for phased reconstruction of instruments and distributed
control system for a 100-mgd wastewater treatment plant in Louisville, Kentucky, which
involved pure-oxygen reactors, Zimpro process, Zimpro process side-stream treatment,
digesters centrifuge dewatering, and incineration.
• Served as instrumentation engineer for the review and construction administration of
process controls and instrumentation for the wastewater treatment plant in Durham,
New Hampshire.
• Provided value engineering services for eight multiple-hearth incinerators used to dispose
of wastewater sludge in Detroit, Michigan.
Industrial Wastewater
• Served as technical specialist for the design and procurement of a distributed control
system and base instruments for an 1 1-mgd industrial waste treatment facility for Pitsa
San Juan in Mexico.
• Prepared a preliminary design report and P&IDs for oil separation facilities for ECOPETROL
in Colombia in South America.
1 • Designed instruments and controls for biotreatment facilities for DuPont in Mobile,
Alabama, including the preparation of P&IDs, specification data sheets, and detailed loop
drawings for the construction and configuration of the field instruments and data control
system.
Other
• Designed the control system for groundwater pumping and remediation treatment facilities
at the Groveland Wells Superfund site in Massachusetts.
• Served as senior industry specialist with a control system manufacturer for water and
wastewater control applications for municipal sales, including preparing product
demonstrations for Instrumentation Society of America and Water Pollution Control
IEr'�
Company Confidential •Trade Secret and Proprietary Information of Metcalf&Eddy, Inc.
Metcalf&Eddy
Key Project Staff and Qualifications - Attachment 1 • 5-45
Federation shows, preparing product articles, reviewing consulting engineers' DCS
specifications, and preparing proposals.
• Served as project manager for plant and unit process automation, involving responsibility
for system functional specifications, scheduling, manpower resource allocation, budgets,
and customer contact for clients including AMP, American Hoechst, Pepperidge Farm, and
Ocean Spray.
• Served as project engineer for the design of instrumentation and controls for Scarborough,
Maine, and Essex, Massachusetts.
• Served as environmental engineer for the design and construction management of process
controls and instrumentation for numerous facilities, including the design and
commissioning of industrial pretreatment facilities for the food processing industry; design
,;T of seven pumping stations as part of the Winnepesaukee River Basin project in New
I Hampshire; development of wastewater treatment facilities in Sanford, Maine; and
construction supervision for the advanced wastewater treatment plant in Waterville Valley,
New Hampshire.
1
• Served as survey party chief and estimator and materials expeditor for troop construction
in Vietnam.
I
• Served as design draftsman for mechanical engineers at Fort Richardson in Alaska,
I involving design of driver training facilities, a visitor information center, and building
reconstruction following the 1968 earthquake.
I
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,:: Metcalf&Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
t
SECTION
t
6
PROJECT SCHEDULE
M&E has reviewed the City's schedule requirements presented in the Request for Proposal and
`" believes that the scheduled milestone of October 12, 2000 for completing the preliminary
design for the Fox Lane Booster Pump Station and final design for the Lyle Avenue and
Riverside Booster Pump Stations can be met. Figure 6-1 is M&E's project schedule based on
our current understanding of the project requirements.
The key to meeting the final design milestone is to complete the preparation of drawings and
1 specifications in time for making submittals to the various agencies for their review and
approval. These reviews often can take as long as sixty to ninety days. For this reason, M&E
has scheduled a July 21, 2000 date to submit the drawings and specification for the Lyle
J Avenue and Riverside Booster Pump Station project to the required agencies. This leaves
approximately ninety days to finalize the project prior to the City's desired October 12, 2000
completion date.
IM&E's schedule shows the final design for the Fox Lane Booster Pump Station beginning in
January of 2001 with submittal of drawings and specifications to the required agencies by
July 2, 2001. This will allow for sufficient time to receive and incorporate agency review
f
comments before advertising and awarding a construction contract by the 2002 construction
season as desired by the City.
The construction phase services are anticipated to be spread out over a relatively long period
of time, mainly because of the lead times on the pumps and associated electrical equipment.
The actual construction of improvements at Lyle Avenue and Riverside will likely be completed
in less than two months. The construction work at the Fox Lane site will likely be completed
in four months or less. We anticipate that following award of the construction contract, shop
drawings for the major equipment will be submitted for review. Following approval of the shop
drawings, there should be a period of time when there is minimal project activity while the
equipment is being manufactured. The construction phase services have been estimated to
extend over a six-month period for the Lyle Avenue and Riverside Booster Pump Station project
and approximately nine months for the Fox Lane Booster Pump Station project.
If the City desires a more aggressive schedule, M&E has the resources necessary to accelerate the
schedule accordingly.
1
;g
Metcalf&Eddy Company Confidential •Trade Secret and Proprietary
Information of Metcalf&Eddy, Inc.
FIGURE 6-1
City of Elgin
Project Schedule
s to Riverside High Zone and Lyle Avenue Booster Station
Otr 2.2000 Qtr 2.2002 Ott 3.2002 Otr 4,2002
ID 0 I Task Name Apr 1 May I JunApr I May I Jun Jul I_ Aug I Sep Oct I Nov I Dec
I 3 NOTICE TO PROCEED 4
2 FOX LANE BOOSTER PUMP STATION
3 Preliminary Design(Phase 1)
4 3 Perform Surveyand Geolechnical Work
5 Plot Field Data
6 3 Prepare Preliminary Design Criteria
7 Prepare Preliminary Project Plans
8 Present Plans to City Staff
9 City Review of Preliminary Plans
10 Modify Preliminary Plans
11 3 Identify and Secure Easements
12 3 Complete Preliminary Design
13 Final Design(Phase 2)
14 3 Prepare Detailed Drawings and Specifications
15 Prepare Opinion of Probable Construction Cost
16 Submit Drawings and Specifications to the City
17 Meet With City to Review Documents
18 City Review of Final Plans
19 Revise Documents •
20 Submit Documents to Agencies for Review
21 Complete Final Design
22 3 Provide Bidding Services
23 3 Construction Engineering Services(Phase 3)
24
25 RIVERSIDE PLANT PUMP ADDITION
26 Final Design
27 3 Prepare Detailed Drawings and Specifications
28 Prepare Opinion of Probable Construction Cost
29 Submit Drawings and Specifications to the City
30 3 Meet With City to Review Documents
31 City Review of Final Plans
32 Revise Documents
33 Submit Documents to Agencies for Review
34 3 Complete Final Design
35 3 Provide Bidding Services
36 3 Construction Engineering Services
37
38 LYLE AVENUE PUMP ADDITION
39 Final Design
40 3 Prepare Detailed Drawings and Specifications
41 Prepare Opinion of Probable Construction Cost
42 Submit Drawings and Specifications to the City
43 Meet With Cry to Review Documents
44 City Review of Final Plans
45 Revise Documents
46 Submit Documents to Agencies for Review
47 Complete Final Design
48 3 Provide Bidding Services
49 3 Construction Engineering Services
ATTACHMENT "B"
ENGINEERING AGREEMENT WITH
METCALF & EDDY
2000
r
M&E
AQUA ALLIANCE
February 29, 2000
Ms. Gail Cohen
Purchasing Director
City of Elgin
150 Dexter Court
Elgin, Illinois 60120-5555
Subject: Price Proposal for Engineering Services for Fox Lane Booster Pump
Station and Addition of Pumps to Riverside High Zone and Lyle Avenue
Booster Pump Station (Part B)
Dear Ms. Cohen:
Metcalf& Eddy is pleased to submit this price proposal for engineering services related
to work at the Fox Lane, Lyle Avenue and Riverside Booster Pump Stations.
M&E proposes to perform the engineering services described in the Scope of Work in
Part A of the proposal for a lump sum fee of $123,190. The fee is based on the man-
hours indicated per task in Attachment 1.
M&E appreciates the opportunity to submit this proposal to the City of Elgin and we look
forward to working with you on this project.
Very truly yours,
M L TC• LF & EDD INC.
dward K. Fag , PE.. CCrraaig,W. Brunner, P.E.
Senior Vice President Vice President
Attachment
an affiliate of
Metcalf&Eddy
8420 Bryn U ryn Mawr,Ste. 750 i i r�tIIYI J
Chicago, IL 60631 V
Tel:773 756 2400 Fax:773 756 2410
r
Nord Total
_ Task ■cessing Auto CAD Hours Total
FOX LANE BOOSTER PUMP STATION
Preliminary Design
Obtain Records/Review Data 2 _ 14
Obtain Site Survey Information 12
Prepare Preliminary Design Memos 4 34
Prepare Preliminary Design 84 -
Perform Technical Review — 14
Meet with Cit /Finalize Preliminar Desi•n 44
Identify and Secure Easements 28 $29,620
Final Design 226
Prepare Drawings and Specifications 8
Prepare Opinion of Probable Construction Cost 30 -
Meet with City _ 12
Submit Drawin•s to A•encies 4
Revise Drawings and Specifications 42
Provide Biddin• Services 18 $35,230 12'
Provide 20 Sets of Drawings and Specifications 8 10
Perform Bid Evaluation i 4
Assist with Preparation of Conformed Contract 12 20
Review Contractor Submittals 84
Make Periodic Site Visits _ ; 156
Review Contractor Pa Re•uests 4
Prepare Record Drawings 32 36 $28,600 131
•
Final Desi•n
Obtain Records/Review Data _ 6
Pre•are Drawin•s and S•ecifications 4 50
Prepare Opinion of Probable Construction Cost 8
Meet with City 10
Submit Drawin.s to A•encies 2
Revise Drawings and S•ecifications 8
Provide Biddin• Services 11 $8,510
• . '. - . • '. • • . - - . '
Provide 20 Sets of Drawin.s and S•ecifications 4 23
Perform Bid Evaluation _ 2
Assist with Pre•aration of Conformed Contract 4 6
Review Contractor Submittals 8
-
Make Periodic Site Visits 30
Review Contractor Pay Requests 1
Prepare Record Drawings 4 6 $5,130 Izi
LYLE AVENUE PUMP STATION ,
Final Design _ I
Obtain Records/Review Data
—
6
Pre•are Drawings and Specifications 4 52
Prepare Opinion of Probable Construction Cost 8
Meet with City ,-
Submit Drawings to Agencies _ 2
Revise Drawings and Specifications - 12
Provide Bidding Services 12 $10,970
Provide Construction Phase Services 1-- 5
I
Provide 20 Sets of Drawings and Specifications 4
Perform Bid Evaluation I- 2
Assist with Preparation of Conformed Contract 4 6
Review Contractor Submittals _ 8
Make Periodic Site Visits _ 30
Review Contractor Pay Requests 1
Prepare Record Drawings 4 6 55,130 '21
Total - Lump Sum Fee (1 38 60 1207 _ $123,190
Notes: (1) Total lump sum fee includes labor and p
(2) Includes an escalation factor for work p
f31 Includes an escalation factor for work p
ATTACHMENT "C"
ENGINEERING AGREEMENT WITH
METCALF & EDDY
2000
CITY OF ELGIN
REQUEST FOR PROPOSAL
ENGINEERING SERVICES
FOR
FOX LANE BOOSTER PUMP STATION
AND
ADDITION OF PUMPS TO RIVERSIDE HIGH ZONE
AND LYLE AVENUE BOOSTER PUMP STATION
ISSUED: January 25 , 2000
1
CITY OF ELGIN
REQUEST FOR PROPOSAL
ENGINEERING SERVICES
FOR
FOX LANE BOOSTER PUMP STATION
AND
ADDITION OF PUMPS TO RIVERSIDE HIGH ZONE
AND LYLE AVENUE BOOSTER PUMP STATION
General
Proposals are requested from Consultant Engineers to furnish
certain professional services in connection with the
preparation of plans, specifications, and estimate of the
cost for the following projects :
1 . Fox Lane Booster Pump Station
Preliminary design for an above ground 4 . 0 MGD pump station
at Fox Lane east of Randall Road. This facility will be
designed in accordance with recommendation of the West Zone
Water Master Plan Update presently understudy.
The phases of this project are as follows :
Phase I : Preliminary Design 2000
Phase II : Final design and preparation
of construction bid document 2001
Phase III : Construction bid services ,
Construction inspection phase
services , and resident
engineering services 2002
2 . 4 . 0 MGD High Zone Pump Addition at Riverside Plant
Design, specification preparation, construction cost
estimates, bid evaluation, assistance in obtaining
necessary permits, equipment maintenance manual
preparation as required, construction inspection,
certification and start up and all other services
necessary to complete the installation of one 4 . 0 MGD
pump at Riverside Water Treatment Plant . Installation
shall also include all electrical components and
associated hardware such that new pump can be controlled
automatically through the existing Supervisory Control
and Data Acquisition (SCADA) system.
2
•
-
3.. Lyle Avenue Booster Pump Addition
Design, specification preparation, construction cost
estimates, bid evaluation, assistance in obtaining
necessary permits, equipment maintenance manual
preparation as required, construction inspection,
certification and start up and all other services
necessary to complete the installation of one 4 . 0 MGD
pump at Lyle Avenue Pump Station. Installation shall
include all electrical components and associated
hardware such that new pump can be controlled
automatically through the existing Supervisory Control
and Data Acquisition (SCADA) system.
Section I - Scope of Work
The selected Consultant firm shall provide the following
services :
1 . Preliminary Phase:
1 . 1 Make route surveys as necessary to obtain
additional data necessary for project design.
1 . 2 Plot additional field data.
1 . 3 Make a preliminary design of the project .
1 . 4 Prepare preliminary project plans .
1 . 5 Meet with the City staff to discuss the preliminary
plans .
1 . 6 Identify and secure any required easements .
2 . Design Phase:
2 . 1 prepare detailed drawings and specifications for
the proposed construction / installation of :
1 . Fox Lane Booster Pump Station
2 . 4 . 0 MGD High Zone Pump Addition at Riverside
Plant
3 . Lyle Avenue Booster Pump Addition
2 . 2 Prepare an opinion of probable construction cost
3
for proposed work covered by the drawings and
specifications .
2 . 3 Submit drawings and specifications to the City for
review and approval . Meet with representative of
the City during the review process to explain the
drawings , specifications, and procedures, and
advise the City concerning any proposed revisions .
2 . 4 Submit drawings and specifications to the Illinois
Environmental Protection Agency, the Illinois State
Division of Waterways, Kane County, Illinois Toll
Highway Authority, and any other governmental
agency that has a regulatory interest in the
project, and provide all other services to secure
permit approval .
2 . 5 Prepare bid forms, notices, and addenda as
necessary for bidders .
3 . Construction Phase Services .
The ENGINEER shall provide the following services :
3 . 1 Provide 20 sets of drawings and specifications to
be issued by the City to prospective bidders .
3 . 2 Assist the City in evaluating bids and make
recommendations concerning the award of contracts .
3 . 3 Assist the City in preparation of conforming copies
of contracts .
3 . 4 Review shop drawings and data submitted by
construction contractors for general conformity to
the contract drawings and specifications .
3 . 5 Make periodic visits to the site of the work during
the construction and consult with the City
concerning the progress .
3 . 6 Review all routine and final estimates and make
recommendations to the City regarding payments to
the contractor, and report regularly to the City
upon the progress and quality of work.
3 . 7 Upon completion of the work, revise construction
drawing to confirm to construction records . The
4
x-
;
record drawings shall be submitted to the City in
CD-ROM. Files and shall be generated either in
InterGraph or Auto-CAD format .
Section II - City' s Responsibilities
The City of Elgin Water Department will supply a Project
Coordinator and provide all available documentation and
related drawings to the Engineer .
Section III - Proposal Submittal
Part A: Narrative
1 . Please provide a detailed description of the Engineer' s
approach and time frames to perform the work described
herein.
2 . The Engineer shall submit with their proposal a list of
current references for other similar projects, with
contact people and phone numbers .
3 . The experience and educational qualifications of the
Engineer' s key staff members assigned to this contract
shall be included with the proposal . The overall
capabilities of the Firm and its current and past
clients should be presented for review by the City staff
and shall include, at a minimum, one Registered
Professional Engineer.
4 . The selected Engineering firm shall not commence work
under this contract until it has obtained all insurance
required under this paragraph, and has filed with the
City a certificate of insurance . The Engineer shall
furnish Workman' s Compensation Insurance (STATUTORY) ;
Property Damage and Public Liability Insurance in the
amounts of $1 , 000, 000 respectively; and Comprehensive
Automobile and General Bodily Injury Liability with
limits of $1 , 000, 000 respectively. The CITY OF ELGIN
shall be named as ADDITIONAL INSURED on the above
policies . The Engineer shall carry Engineer' s
professional liability insurance with a combined single
limit of not less than $1 , 000 , 000 per occurrence/
$3 , 000, 000 aggregate .
5
r-
Part B: Fee
This part of the proposal shall be sealed and separate from
Part A. It will include the Engineer' s detailed cost
estimate to furnish the services detailed in its proposal .
Part B will not be used in the evaluation of proposals
leading to the selection of the candidate, and will not be
opened until evaluations have been completed. The fee
proposal will be used as the basis for negotiations leading
to final contractual scope of services and contract fee .
Should the evaluation process not result in a clear choice
as to the top rated Consultant, the fee proposal may be used
to assist the selection committee in determining final
recommendation.
If the City is unsuccessful in reaching a contract agreement
with the top rated firm, negotiations will cease and the
second rated firm will be invited to negotiate with the
City.
Section IV - Proposal Schedule
• Issue Request For Proposal (RFP) January 25 , 2000
• Pre-Proposal Meeting February 10, 2000
• Proposal received February 29 , 2000
• Selection of Firms March 10 , 2000
• Authorize Agreement March 22 , 2000
• Execution of Agreement April 12 , 2000
• Notice to Proceed April 14 , 2000
• Completion of the Construction
Bid Document for Riverside and
Lyle Pumps and Completion of
Preliminary Design of Fox Lane
Pump Station October 12 , 2000
Section V - Inauiries
Any requests for additional information may be directed to
Peter L. Bityou, Water Operations Engineer at (847 ) 931-
6159 .
6
Section VI - Procurement of Professional Services
General
The following process is that which will be followed in
the review and selection of a Consultant on this
project .
1 . Pre-Proposal Meeting
A pre-proposal meeting will be held at the Water
Department Conference room on Thursday, February 10 ,
2000 , at 10 : 00 am to discuss and clarify any questions
about the Project .
If, through the pre-proposal meetings with the
consultants a significant change in the scope of work
and services are indicated, the City shall issue a
written addendum to all prospective consultants .
2 . Proposal Evaluation and Final Selection
Upon receipt of each consultant ' s two-part proposal,
"Part A" shall be evaluated with regard to the
consultant ' s stated qualifications, scope of work,
staffing or work load, schedule, familiarity with the
site or the work, past record, and technical approach.
With due consideration to this evaluation of the
proposals, a tentative selection shall be made by
ranking the proposals considering the consultant ' s
understanding of and familiarity with work, staff
qualifications, schedule, work load, office location and
other relevant factors . The sealed "Part B" of the
selected consultant shall be then opened for inspection.
If the estimate in Part B of the proposal is shown by an
audit or other independent analysis to be improper or
subsequent negotiations are unsuccessful in bringing
the fee proposal into an acceptable range, negotiation
will commence with number two ranked consultant .
3 . Negotiation Guidelines
The successful Consultant shall be advised as to the fee
negotiation meeting. The negotiation and discussion
will cover the consultant' s costs - direct costs,
indirect costs, and profit or net fee - as may be
considered by the Department to be reasonable . The
Department and Consultant will also agree upon the
project schedule and any final adjustments in the
project requirements at this time .
7
r•
4 . Standard Agreement
When the fee has been agreed upon, the Director will
prepare a Council Action requesting permission to enter
into an Agreement for professional services . He will
also inform the remaining short-listed consultants that
the award has been made to another firm.
The Contractual agreement between the City and the
successful consultant shall be in a form substantially
as set forth in the draft of agreement attached hereto .
8 . Compensation and Payment
The Consultant shall submit to the Department monthly, a
certified invoice. The Department will review the
invoice to insure that all charges are proper and
supported by the Consultant' s Project Progress Report
stapled thereto before authorizing payment to the
Engineer .
Section VII - Submittal
An original non-price proposal must be delivered, along with
2 additional copies in a sealed package, plainly marked
"Proposal for Engineering Services for Fox Lane Booster Pump
Station and Addition of Pumps to Riverside High Zone and
Lyle Avenue Booster Pump Station, (Part A) " and an original
price proposal along with 2 additional copies in a sealed
package, plainly marked "Price Proposal for Engineering
Services for Fox Lane Booster Pump Station and Addition of
Pumps to Riverside High Zone and Lyle Avenue Booster Pump
Station, (Part B) " and addressed to Gail Cohen, Purchasing
Director, City of Elgin, 150 Dexter Court , Elgin, Illinois,
60120 by 11 : 00 AM, Tuesday, February 29 , 2000 .
Section VIII - Withdrawal or resection of Proposals
The City of Elgin expressly reserve the right to withdraw
the Request of Proposals or to reject any or all proposals
in whole or in part .
8
r •
a.'
DRAFT OF AGREEMENT
THIS AGREEMENT is made and entered into this day of
, 2000, by and between the City of Elgin, an Illinois
municipal corporation (hereinafter referred to as "CITY") and (Name
of the Engineering Firm) an Illinois Corporation (hereinafter
referred to as "ENGINEER") .
WHEREAS, the CITY desires to engage the Engineer to furnish
certain professional services in connection with construction and
installation of booster pumps at Fox Lane, Lyle Avenue Booster Pump
Station, and Riverside Water Treatment Plant (hereinafter referred
to as the "PROJECT") ; and
WHEREAS, the ENGINEER represents that it is in compliance with
all Illinois statutes relating to professional registration and has
the necessary expertise and experience to furnish such services
upon the terms and conditions set forth herein below.
NOW, THEREFORE, in consideration of the mutual promises and
covenants contained herein, the sufficiency of which are hereby
acknowledged, it is hereby agreed by and between the CITY and the
ENGINEER that the CITY does hereby retain the ENGINEER to act for
and represent it in all engineering matters involved in the
PROJECT, subject to the following terms, conditions and
stipulations, to-wit:
I. SCOPE OF SERVICES
The ENGINEER shall provide the following services:
1. Preliminary Phase:
1. 1 Make route surveys as necessary to obtain additional data
necessary for project design.
1.2 Plot additional field data.
1.3 Make a preliminary design of the project.
1. 4 Prepare preliminary project plans.
1. 5 Meet with the City staff to discuss the preliminary
plans.
2 . Design Phase:
2 . 1 prepare detailed drawings and specifications for the
proposed construction / installation:
1
•
`0 OF tzo
ti City of Elgin Agenda Item No.
4'ATC D vt$
April 3 , 2000
TO: Mayor and Members of the City Council
FROM: Joyce A. Parker, City Manager
SUBJECT: Award of Agreement for Engineering Services
for Fox Lane Booster Pump Station and Addition
Pumps to Riverside High Zone and Lyle Avenue
Booster Pump Stations
PURPOSE
The purpose of this memorandum is to provide the Mayor and members
of the City Council with information to consider authorization of
an engineering services agreement for the design and construction
services for the Fox Lane Booster Pump Station and addition pumps
to the Riverside High Zone and Lyle Avenue Booster Pump Stations
projects .
BACKGROUND
This project includes the Engineering Services for the design,
bidding and construction services for the following projects :
1 . Fox Lane Booster Station. Water demand in the west pressure
zone will require the construction of an additional booster
pumping station by 2002 . The existing Master Plan anticipates
a needed pumping capacity at Fox Lane of 4 million gallons per
Day (MGD) . When constructed, this booster station will be the
third facility supplying water to the west pressure zone.
2 . Lyle Avenue Booster Pump. The Lyle Avenue booster pumping
station consists of two 2 MGD pumps providing pumping capacity
to the west pressure zone. Currently, two pumping stations
provide capacity to the west zone - Lyle Avenue and Airlite .
Increasing water demands in the west zone require an increase
in the pumping capacity at the Lyle Avenue station as well as
a new pumping station at Fox Lane. This project adds a new 4
MGD pump at the Lyle Avenue pumping station, replacing a 2 MGD
pump.
Pump Station --
April 3, 2000
Page 2
3 . Riverside High Zone Pump Addition. Currently, all three high
zone pumps are running continuously on hot days in order to
meet the system demand. With treatment capacity now increased
to 32 MGD, there is a need to increase the pumping capacity to
the High Zone because of increased demand in the southwest
area of the City. Through this project, an additional 4 MGD
pump would be added at the Riverside Water Treatment Plant to
serve the High Zone. The Riverside Plant has the pump base
and electrical cabinet base in place for 4 MGD pump addition.
The Water Department requested proposals for services from 11
different engineering firms.
Attachment A identifies five firms that returned formal proposals
with price quotes separately submitted.
These five proposals were individually evaluated by a selection
team from the Public Works, Engineering and Water Departments. The
selection committee ranked two firms the highest, Metcalf & Eddy
and Greeley and Hansen. To break the tie the fee proposals from
these two firms were opened. The engineering firm of Metcalf & Eddy
was selected for this work based of qualifications and fee. Fee
proposals for the firms submitting proposals were the following:
Metcalf & Eddy: $123 , 190
Greeley & Hansen: $224, 900
Alvord, Burdick & Howson: $152, 000
Clark Dietz : $127, 452
Rezek, Henry, Meisenheimer & Gende: $127, 754
COMMUNITY GROUPS/INTERESTED PERSONS CONTACTED
None .
' FINANCIAL IMPACT
The cost Engineering services are as follows :
1 . Fox Lane Booster Pump Station:
Preliminary Design (2000) : $29, 620
Final Design (2001) : $35, 230
Construction Phase Services (2002) : $28 , 600
2 . Riverside Pump Station final Design (2000) : $ 8 , 510
Construction Phase Services (2000) : $ 5, 130
3 . Lyle Avenue Pump Station Final Design (2000) : $10, 970
Construction Phase Services (2000) : $ 5, 130
Pump Station --
April 3, 2000
Page 3
The total cost of the engineering services for 2000 (Phase I)
totaling $59, 360 will be funded through the Water Department
portion of the 2000 bond fund, account number 380-4000-795-92-41,
project numbers 409546, 409547 and 409548 . The engineering
services for 2001 (Phase II) ($35, 230) and 2002 (Phase III)
($28, 600) will be funded through the Water Department portion of
the 2001 and 2002 bond funds, respectively. These additional
phases will be added through amendment in the appropriate year.
LEGAL IMPACT
The award of the contract must be limited to Phase I .
ALTERNATIVES
None .
RECOMMENDATION
It is recommended that the Mayor and members of the City Council
authorize the execution of an Agreement for engineering services
with Metcalf & Eddy of Chicago, Illinois for phase I in the amount
of $59, 360 .
Res•ectfully submitted,
Q�
J+f ce 1. Parker
City Manager
emik
ATTACHMENT "A"
Qualifications Rating & Score Sheets
-*"") "milii) '-') .
QUALIFICATIONS RATING SHEET
Engineering Services For Fox Lane Booster Pump Station
And Addition Pumps To Riverside High Zone & Lyle Ave. Booster Pump Station
February 29, 2000
CONSULTANT FIRM
Description Scor Clark Dietz Rezek,Henry,Meisenheimer&Gende Alvord Burdick&Howson
e Haresh Dennis Peter Kurt Tom Haresh Dennis Peter Kurt Tom Haresh Dennis Peter Kurt Tom
Knowledge 0-10 8 5 9 10 8 8 7 9 10 8 9 10 9 10 9
&Experience
Project 0-10 9 6 9 10 9 9 8 9 10 8 10 9 8 10 9
Manager
Specialized 0-15 13 8 12 15 12 12 10 13 15 13 14 15 13 15 13
Scope of 0-20 14 10 16 15 15 17 15 17 18 16 17 17 12 18 16
Services
Innovative 0-10 8 6 7 10 7 8 7 9 10 8 8 8 6 10 9
new ideas
Level of 0-10 7 6 8 8 8 7 7 9 10 8 7 9 8 10 8
Effort
Familiarity 0-15 14 8 13 15 13 13 12 13 15 14 14 12 7 15 13
with local
conditions
Public 0-10 9 5 7 10 8 9 8 8 10 8 9 8 7 10 8
presentations
Total 0- 82 54 81 93 80 83 74 87 98 83 88 88 70 98 85
100
rs") / --) .
OUALIFICATIONS RATING SHEET - (CONT...)
Engineering Services For Fox Lane Booster Pump Station
And Addition Pumps To Riverside High Zone & Lyle Ave. Booster Pump Station
February 29, 2000
CONSULTANT FIRM
Description Score Greeley and Hansen Metcalf&Eddy
Haresh Dennis Peter Kurt Tom Haresh Dennis Peter Kurt Tom
Knowledge& 0-10 9 10 9 10 9 10 10 9 10 7
Experience
Project Manager 0-10 9 9 8 10 10 10 9 9 10 6
Specialized 0-15 14 15 14 15 14 14 12 14 15 11
Scope of 0-20 18 16 10 17 17 18 16 18 18 13
Services
Innovative new 0-10 8 8 6 10 9 8 8 8 10 8
ideas
Level of Effort 0-10 8 8 9 8 9 8 8 9 10 7
Familiarity with 0-15 14 12 13 15 13 13 12 13 15 8
local conditions
Public 0-10 9 8 8 10 9 9 8 8 10 7
presentations
Total 0-100 89 86 77 95 90 90 83 88 98 67
^ TOTAL SCORES SHEET
QUALIFICATIONS RATING SHEET
Engineering Services For Fox Lane Booster Pump Station
And Addition Pumps To Riverside High Zone & Lyle Ave. Booster Pump Station
February 29, 2000
EVALUATORS
CONSULTANTS
Haresh Dennis Peter Kurt Tom
Mode Valentine Bityou Eshelman McCoy
Clark Dietz,Inc. 82 54 81 93 80
Rezek,Henry,Meisenheimer&Gende 83 74 87 98 83
Alvord Burdick&Howson 88 88 70 98 85
Greeley and Hansen 89 86 77 95 90
Metcalf&Eddy 90 83 88 98 67
TOTAL SCORES SHEET
rilibk QUALIFICATIONS RATING SHEET
February 29, 2000
CONSULTANTS
Selection Team
Clark Dietz Rezek,Henry, Alvord Burdick Greeley and Metcalf&Eddy
Meisenheimer &Howson. Hansen
and Gende
RATING RATING RATING RATING RATING
TOTAL TOTAL TOTAL TOTAL TOTAL
Haresh Mode 1 2 3 4 5
Dennis Valentine 1 2 5 4 3
Peter Bityou 3 4 1 2 5
Kurt Eshelman 3 5 5 4 5
Tom McCoy 2 3 4 5 1
Total Score 10 16 18 19 19
Notes: Assign Scores based on the following formula:
(5 -Highest,4-Second, 3-Third,2 Fourth, 1 Fifth)