HomeMy WebLinkAbout24-162 Resolution No. 24-162
RESOLUTION
AUTHORIZING EXECUTION OF AN AMENDMENT AGREEMENT NO. 1 WITH
ENGINEERING ENTERPRISES, INC. FOR PROFESSIONAL SERVICES IN CONNECTION
WITH THE USACE FOX RIVER CONNECTIVITY & HABITAT STUDY CONSULTATION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS,
that pursuant to Elgin Municipal Code Section 5.02.020B(9)the City Council hereby finds that an
exception to the requirements of the procurement ordinance is necessary and in the best interest of
the city; and
BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,
ILLINOIS,that Richard G. Kozal, City Manager, and Kimberly A. Dewis, City Clerk, be and are
hereby authorized and directed to execute an Amendment Agreement No. 1 on behalf of the City
of Elgin with Engineering Enterprises, Inc., for professional services in connection with the
USACE Fox River connectivity & habitat study consultation, a copy of which is attached hereto
and made a part hereof by reference.
s/ David J. Kaptain
David J. Kaptain, Mayor
Presented: June 26, 2024
Adopted: June 26, 2024
Omnibus Vote: Yeas: 9 Nays: 0
Attest:
s/Kimberly Dewis
Kimberly Dewis, City Clerk
AMENDMENT AGREEMENT NO. 1
THIS AMENDMENT AGREEMENT No. 1 is hereby made and entered into this
26 day of June , 2024, by and between the City of Elgin, Illinois, a
municipal corporation(hereinafter referred to as the"CITY"),and Engineering Enterprises, Inc.,
an Illinois corporation (hereinafter referred to as "ENGINEER"). The University of Illinois
Department of Civil and Environmental Engineering,a body corporate and politic of the State of
Illinois, through the University of Illinois Urbana-Champaign, Sponsored Programs
Administration, 1901 South First Street,Suite A,Champaign IL 61820-7406(hereinafter referred
to as"University")will be a subconsultant to EEI for this project.
WHEREAS,the CITY and ENGINEER hereto have previously entered into an agreement
dated August 10, 2022 (hereinafter referred to as"Original Agreement")and approved by City
Council on August 10, 2022, wherein the CITY engaged the ENGINEER to furnish certain
professional services in connection with the USACE FOX RIVER CONNECTIVITY &
HABITAT STUDY CONSULTATION(hereinafter referred to as the"Project");and
WHEREAS,the parties hereto have determined it to be in their best interest to amend the
Original Agreement; and
WHEREAS, the CITY has determined that the proposed scope of the Project should be
modified to include Supplemental Professional Engineering Services for the TWO-
DIMENSIONAL NUMERICAL DIAGNOSTIC STUDY OF KIMBALL STREET DAM
REMOVAL AND IMPACTS ON THE CITY OF ELGIN WATER INTAKES (hereinafter
referred to as the "Supplemental Services");and
WHEREAS, the parties have determined and agree that the total fees to be paid to the
Engineer pursuant to the Original Agreement shall be in a total amount not to exceed $34,469;
and
WHEREAS, the parties hereto have determined and agree that the total maximum
payment for the Supplemental Services described in this Amendment Agreement No. 1 shall be
in the amount of$119,018,and
WHEREAS,the parties hereto have determined and agree that the total fees to be paid to
the Engineer pursuant to the Original Agreement and Amendment Agreement No. 1 now total
an amount not to exceed $153,487; and
WHEREAS, the changes contemplated by this Amendment Agreement No. 1 are
germane to the Original Agreement as signed;and this Amendment Agreement No. 1 is in the
best interests of CITY and is authorized by law.
NOW, THEREFORE, for and in consideration of the mutual promises and covenants
provided for herein, and other good and valuable consideration, the sufficiency of which is
hereby acknowledged,the parties hereto agree as follows:
1. The above recitals are incorporated into and made a part of this Agreement as if fully
recited hereby.
2. That Section 1 of the Original Agreement is hereby amended by adding the following
subparagraph D thereto to read as follows:
"D. The ENGINEER shall also provide Supplemental Services for the Project which
includes the Professional Engineering for the TWO-DIMENSIONAL NUMERICAL
DIAGNOSTIC STUDY OF KIMBALL STREET DAM REMOVAL AND IMPACTS
ON THE CITY OF ELGIN WATER INTAKES in accordance with Exhibit A-1."
3. That Section 2 of the Original Agreement is hereby amended by adding the following
to the end of Subparagraph B:
"B. ENGINEER shall provide the Supplemental Services provided for in Amendment
Agreement No. 1 in accordance with the schedule outlined herein and detailed in Exhibit
A-1."
4. That Section 4 of the Original Agreement is hereby amended by adding the following
paragraph E,paragraph F and Payment Schedule to read as follows:
"E.For services described in Exhibits A-1 and B-1,ENGINEER shall be paid on a time
and materials basis in accordance with the rates described on Exhibit C-1 for a not to
exceed amount of $119,018 for the services to be provided pursuant to this Amendment
Agreement No. 1,unless substantial modifications and scope of work are authorized in
writing by the CITY and approved pursuant to a further written amendment to this
Agreement. The total fees to be paid to the ENGINEER pursuant to the Original
Agreement and Amendment Agreement No. 1 now total $153,487. The detailed basis
of the additional fee associated with Amendment Agreement No. 1 is included in Exhibit
B-1.
"F. The CITY shall make periodic payments to the ENGINEER for services described
in Attachments A-1 and B-1 based upon actual progress within 30 days after receipt and
approval of invoice. Said periodic payments to the ENGINEER shall not exceed the
amount shown in the following schedule, and full payments for each task shall not be
made until the task is completed and accepted by the DIRECTOR."
2
Payment Schedule for Supplemental Services
Estimated Estimated Estimated
Invoice Percent Value of Work Invoice
Item Date Complete Complete Value
Amend. No. 1 7/31/2024 11% $ 13,224.22 $ 13,224.22
Amend. No. 1 8/31/2024 22% $ 26,448.44 $ 13,224.22
Amend. No. 1 9/30/2024 33% $ 39,672.67 $ 13,224.22
Amend. No. 1 10/31/2024 44% $ 52,896.89 $ 13,224.22
Amend. No. 1 11/30/2024 56% $ 66,121.11 $ 13,224.22
Amend. No. 1 12/31/2024 67% $ 79,345.33 $ 13,224.22
Amend. No. 1 1/31/2025 78% $ 92,569.56 $ 13,224.22
Amend. No. 1 2/28/2025 89% $ 105,793.78 $ 13,224.22
Amend. No. 1 3/31/2025 100% $ 119,018.00 $ 13,224.22
Total: $ 119,018.00
5. That except as amended in this Amendment Agreement No. 1, the Original Agreement
shall remain in full force and effect.
6. That in the event of any conflict between the terms of the Original Agreement and
Amendment No. 1, the provisions of this Amendment Agreement No. 1 shall control.
7. This Amendment Agreement may be executed in counterparts, each of which shall be
an original and all of which shall constitute one and the same agreement. For the
purposes of executing this Amendment Agreement,any signed copy of this Amendment
Agreement transmitted by fax machine or e-mail shall be treated in all manners and
respects as an original document. The signature of any party on a copy of this
Amendment Agreement transmitted by fax machine or e-mail shall be considered for
these purposes as an original signature and shall have the same legal effect as an original
signature. Any such faxed or e-mailed copy of this Amendment Agreement shall be
considered to have the same binding legal effect as an original document. At the request
of either party any fax or e-mail copy of this Amendment Agreement shall be re-
executed by the parties in an original form. No party to this Amendment Agreement
shall raise the use of fax machine or e-mail as a defense to this Amendment Agreement
and shall forever waive such defense.
3
IN WITNESS WHEREOF, the undersigned have entered into and executed this Amendment
Agreement as of the date and year first written above.
CITY IN ENGINEER
By: 6 iBy: e-6
� ---
City Manager Its hief Executive Officer
Atte t: Attest: __/(xesto ,rficeg,
City Cle Its Executive Assistant
Legal Dept'AgreementlEEl Amend Agr 1-Fox River Connectivity&Habitat Study-Clean-6-14-24.docx
4
EXHIBIT A-1
SCOPE OF SERVICES
USACE FOX RIVER CONNECTIVITY & HABITAT STUDY CONSULTATION -
AMENDMENT NO. 1
City of Elgin, IL
BACKGROUND
This Scope of Services is supplemental to the Scope of Services identified in the original USACE
Fox River Connectivity & Habitat Study Consultation Agreement. The USACE draft study has
recommended the removal of the Kimball Street Dam, as well as the eight other low head Fox
River dams from Carpentersville to Montgomery. Fox River hydraulic modeling has identified
removal of the Kimball Street dam will affect water levels in the river such that the City's Fox River
drinking water intake would be inoperable during low flow conditions. As part of the City's efforts
to evaluate options to mitigate the effects of the lowered water level, including relocating the City's
Fox River intake to the south side of the river, the City seeks to work with the University of Illinois
Department of Civil and Environmental Engineering to develop a two-dimensional numerical
diagnostic study of the Kimball Street Dam removal and the impacts on the City of Elgin Fox River
intake.
The tasks and subtasks for EEI's proposed scope of work for this amendment are as follows:
TASK Al - TWO-DIMENSIONAL NUMERICAL DIAGNOSTIC STUDY OF KIMBALL STREET
DAM REMOVAL AND IMPACTS ON THE CITY OF ELGIN WATER INTAKES
A1.1 Project Management and Administration
A1.2 Two-Dimensional Numerical Diagnostic Study (See attachments for additional details)
A1.3 Data Collation and Transmittal To U of I
A1.4 Modeling Coordination
A1.5 Progress Review Meeting (Online) with the City and U of I
A1.6 Review Modeling Technical Memorandum
A1.7 Develop Modeling Summary Presentation & Present To City Council
The University of Illinois Department of Civil and Environmental Engineering will be a
subconsultant to EEI for this work. The University of Illinois' proposed scope, schedule and
budget justification are included as Attachments A, B and C, respectively.
SCHEDULE
The University of Illinois is projecting completion of their work by January 31, 2025. EEI will
provide a summary presentation by February 28, 2025.
EXCLUSIONS
Due to University's status as a public land-grant non-profit institution of higher education, there
are certain Prime agreement terms which shall not apply to University, as follows: Articles 3, 9,
10, 12, 22, and any warranties or audit costs prescribed by Article 29. Further, "Legal Resident,"
as discussed in Article 29 shall be defined as: any individual lawfully residing within the United
States. University shall be liable to the City of Elgin for the damages or claims caused by
ENGINEERING ENTERPRISES,INC.
CONSULTING ENGINEERS
Exhibit A-1 — Scope of Services
Page 2 of 2
University or its representatives' negligent acts or omissions in the performance of this
Agreement.
ADDITIONAL SERVICES
The above scope summarizes the work items that will be completed for this amendment.
Additional work items, including additional meetings beyond the meetings defined in the above
scope, shall be considered outside the scope of the agreement and will be billed in accordance
with EEI's current Standard Schedule of Charges. No such additional services shall be performed
unless authorized pursuant to a written amendment to this Agreement entered into and executed
by the parties.
ENGINEERING ENTERPRISES,INC.
CONSULTING ENGINEERS
Sponsored Service Proposal
Two-Dimensional Numerical Diagnostic Study of Kimball Street
Dam Removal and Impacts on the City of Elgin Water Intakes
Submitted to:
Mr.Jeffrey Freeman
Chief Executive Officer
Engineering Enterprises, Inc
52 Wheeler Road
Sugar Grove, Illinois 60554
By
Prof. Marcelo H. Garcia (PI)
Ven Te Chow Hydrosystems Laboratory
Department of Civil and Environmental Engineering
The Grainger College of Engineering
University of Illinois
Estimated Duration: 7 months
Estimated Cost: $103,498
Background
At recommendation of the U.S. Army Corps of Engineers, the City of Elgin, IL is considering removal
of the Kimball Street Dam on the Fox River to help restore ecosystem connectivity and improve water
quality in the Fox River system. Removal of the Kimball Street Dam has potential ramifications for a
drinking water intake located on the west bank of the river approximately 0.9 miles(1.5 km)upstream
of the existing dam.
It is expected that the riverbed immediately upstream of the dam will undergo a substantial amount
of erosion as the riverbed adjusts to the new,free-flowing river conditions.What is currently unknown
is the impact of dam removal on the bathymetric features of the Fox River known as the"saddle"and
the"narrows". These two bathymetric features represent potential control features for the flow, and
the degree to which they change after the removal of the dam will impact the water levels that are
expected in the vicinity of the water intake; this in turn impacts the measures that will need to be
taken by the City of Elgin to ensure that a functioning intake is available after the dam removal and
into the future.
Scope of Work
We propose a diagnostic study to be conducted with the development of a two-dimensional
movable-bed numerical model of the Fox River in the vicinity of the Kimball Street Dam.The purpose
of this model is:
1. assess the likely long-term morphologic evolution of the Fox River channel upstream of the
Kimball Street Dam after removal;
2. determine the likely riverbed and water surface elevations in the vicinity of the City of Elgin's
drinking water intake structure in order to provide guidance on the feasibility of maintaining
the existing intakes and/or determine the best location for relocation in the event maintaining
the existing intake is not feasible;
3. determine the impact of Tyler Creek flows on channel sedimentation and delta formation;
4. use the results of the mathematical modeling to estimate the scale and resources needed to
build a physical, movable-bed hydraulic model(Froude scaling)to improve the conditions at
the existing intake as well as to optimize the location of a new intake, both by means of flow
training structures(impermeable dikes,vanes, etc.).
Approach
The proposed numerical model will be developed using Telemac-2D with the SISYPHE sediment
transport and bed-evolution module. Telemac-2D and SISYPE are part of the Telemac-Mascaret
modeling suite (httpS;LLopentelemac.org) a suite of inter-operable 1D, 2D, and 3D numerical
modeling code developed by Electricite de France and used in a wide range of free-surface flow
applications involving riverine, estuary, and coastal environments. Telemac-2D is the two-
dimensional modeling component and solves the shallow-water free-surface flow equations on a
structured (triangular) mesh. The SISYPE sediment transport and bed-evolution module is capable
of modeling mixtures of multiple sediment size classes, non-cohesive and cohesive sediments (or
mixtures of the two)and can model suspended and/or bed-load transport.
In order to accurately model the long-term evolution of a river channel, it is necessary to have or be
able to estimate several flow and sedimentological quantities.
It is impossible to know with any certainty the magnitude and sequence of flows that a channel reach
will experience in the future. The concept of dominant discharge or channel-forming discharge is
often used when discussing the long-term evolution of channel geometries due to mobile sediments.
Conceptually, the channel-forming discharge is a single flow rate,that if held constant, would form
a channel similar to that which would be formed by the natural sequence of flow in the river over time
(Biedenharn, et al, 2008). The channel-forming discharge is considered similar to the bank-full
discharge and there are a variety of return periods recommended to represent it,ranging from 1 to 32
years, with the most common recommendation being 1.5 to 2-years (Biedenharn, et al, 2008). The
U.S. Army Corps of Engineers recommends use of 2-years (U.S. Army Corps of Engineers, 1994) for
the eastern United States.
Sedimentological characteristics for the Fox River in Elgin can be estimated from available bed-
sediment size data collected for several historical studies(Soil Testing Services, 1979; Santucci and
Gephard, 2003; GSG Consultants, 2024). A limited amount of suspended sediment discharge
information (an assessment of the amount of suspended sediment moving into the system) is
available from the United States Geological Survey (USGS) station Fox River at Algonquin, Illinois
(05550000). Measurements of bed-load transport rate are not available and, if available, would not
likely be valid due to the trapping effect associated with numerous upstream dams.Gray and Simoes
(2008) provides a survey of methodologies available to estimate sediment transport rates in the
absence of data.A review of the flow and sedimentological characteristics of the Fox River and Tyler
Creek will be performed and a suitable methodology will be selected to estimate the influx of
sediments at these boundaries.
The following numerical modeling runs are proposed for the present study:
1. Existing conditions hydrodynamic model adjusting the channel and bank roughness.
2. Equilibrium model utilizing an estimate channel-forming discharge equal to the 2-year return
period flow,to compare bank-full flow conditions against channel forming discharge.
3. Equilibrium model utilizing a 10-year return period flow until stable bed morphology.
The existing conditions model will be performed to verify that the numerical model is able to
adequately represent conditions in the river. The downstream boundary for this model will be the
Kimball Street Dam and the downstream water-surface elevation will be set to the rating curve used
in the study by Burns & McDonnell, 2019. The Telemac-2D model will be calibrated to the results of
the HEC-RAS model developed by Burns& McDonnell to a reasonable level of agreement—it should
be understood that the 1D and 2D models will not agree exactly due to increased resolution and
complexity that can be captured by the 2D model that is handled in a simplified manner in HEC-RAS.
The proposed numerical model will be bounded by the extent of the available bathymetric survey
data approximately 1500-ft (500-m) south (downstream) of the 1-90 bridge and 3500-ft (1000-m)
north(upstream)of the existing intake structure.The downstream boundary will be the Kimball Street
Dam.
The equilibrium model will be utilized to examine the effect of removing the Kimball Street Dam on
channel bathymetry and water-levels in the vicinity of the water intake.The 2-year return period flow
win be run in the model until the channel bathymetry reaches an equilibrium state and is no longer
changing. From this equilibrium state,it should be possible to assess the stability of the"saddle"and
the"narrows"and whether or not they are likely to remain in place after removal of the dam and the
extent to which they act to control water-surface elevations at the intake locations. The model will
utilize the same upstream boundary as the existing conditions model but will be extended
downstream to the West Highland Avenue Bridge(approximately 1500-ft(500-m)south of the Kimball
Street Dam. Channel bathymetry downstream of the dam will be approximated from the HEC-RAS
cross sections for the existing condition and will be allowed to evolve through erosion and
depositional processes.
An additional model run will be performed using the final, equilibrium bed condition for the 2-year
flow and a larger flood event will be run in the model. The purpose of this model run is to verify the
stability of the bed at discharges higher than the channel-forming discharge and ensure that
conclusions drawn from model results at lower discharges will still be valid after the passage of larger
flood events.
Data Requirements
Data required to perform this study include expected flow rates in the Fox River at the upstream
extent of the modeled reach, inflows from in-reach tributaries(Tyler Creek), sediment transport
rates at the model boundaries, sediment grain-size data,water-surface elevations at the
downstream model extent, and in-channel bathymetry for the Fox River.
The preponderance of data required to perform this study is available from public and/or online data
sources including the USGS NWIS web-platform (flow rates and estimated suspended sediment
load) and online reports (grain-size). Data/reports developed by the City of Elgin's consultants has
either been supplied or will be requested as necessary (in-channel bathymetric surveys, sediment
grain-size). Additional required data that is unavailable (water-surface elevation at the downstream
boundary)will be estimated from provided 1 D HEC-RAS modeling or (sediment bed-load rates)will
be estimated using the best available methodology as described by Gray and SimOes (2008).
The closest downstream U.S. Geological Survey gaging station for estimating flow discharges in the
Fox River is the gage: Fox River at South Elgin (station 05551000)which is approximately 3.65 miles
downstream of the Kimball Street Dam and has approximately 34-years of daily flow data available.
There are two significant tributaries that join the Fox River between the gage at South Elgin and the
upstream extents of the model—Poplar Creek(approximately 1.4 miles upstream of the South Elgin
gage and 1.25 miles downstream of the Kimball Street Dam), and Tyler Creek (approximately 1.2
miles upstream of the Kimball Street Dam). Both of these tributaries are gaged,with Poplar Creek at
Elgin (05550500) having approximately 73 years of daily flow data available and Tyler Creek at Elgin
(05550300) having 26 years of data. Inflow at the upstream end of the model domain will be
determined by reducing the flow data at South Elgin by the tributary inflows.
Deliverables
Deliverables for this project will include a technical memo detailing the numerical modeling effort
including data, assumptions, and results. Numerical modeling results files will also be provided.
Additional figures/presentation aids will be provided on request to assist City of Elgin Staff and their
consultants in presenting the modeling results in public forums. An estimate of the cost and
expenses associated with the construction and operation of a Froude scale, physical hydraulic
model to analyze different water intake location alternatives will also be provided.
References
Biedenharn, D.S.,Watson, C.C.,and Thorne,C.R.(2008). Fundamental of Fluvial Geomorphology.
In M.H. Garcia (Ed).ASCE Manuals and Reports on Engineering Practice No. 110,
Sedimentation Engineering: Processes, Measurements, Modeling,and Practice.America
Society of Civil Engineers. DOI: 10.1061/40856(200)94.
Burns and McDonnel. (2019)Elgin River Intake Improvements Project No 111697(DRAFT).
GSG Consultants, Inc. (2024)Geotechnical Investigation Report: Fox River Riverbed
Characterization, Elgin, Illinois.
Gray,J.R.and Simoes,J.M. (2008).Appendix D: Estimating Sediment Discharge. In M.H. Garcia(Ed).
ASCE Manuals and Reports on Engineering Practice No. 110, Sedimentation Engineering:
Processes, Measurements, Modeling,and Practice.America Society of Civil Engineers. DOI:
10.1061/40856(200)94.
Santucci,Jr.,V.J.,and Gephard,S.R.(2003). Fox River Fish Passage Feasibility Study.
Soil Testing Services, Inc. (1979).Sampling and Analysis of Bottom Sediment Material, Fox River
near Elgin, Illinois.
U.S.Army Corps of Engineers(USACE).(1994)."Channel stability assessment for flood control
projects."Report EM1110-2-1418, USACE,Washington, DC,
http://www.usace,army.mil/inet/usace-docs/eng-manuals/em1110-2-1418/
Sponsored Service Work Specification
1. Sponsored Service Project Title: Two-Dimensional Numerical Diagnostic Study of
Kimball Street Dam Removal and Impacts on the City of Elgin Water Intakes
2. Principal Investigator: Dr. Marcelo Garcia
3. Statement of Work: See attached
4. Duration of Project: 7 month
5. Specified Deliverable Items:
1) Technical memo detailing the numerical modeling effort including data,
assumptions, and results.
2) Numerical modeling results files.
3) Additional figures/presentation aids will be provided on request to assist City of
Elgin Staff and their consultants in presenting the modeling results in public
forums.
4) An estimate of the cost and expenses associated with the construction and
operation of a Froude scale, physical hydraulic model to analyze different water
intake location.
6. Equipment: None
7. Budget:This 7-month long project will commence on or around July 1, 2024 and end on
January 31, 2025.The total estimated cost for the project amounts to$103,498. Funds
are requested to support all personnel involved in the project.A detailed budget is
provided as Exhibit B.
Attachment B: Project Schedule
2024
July August September October November December January February
7 Ik,cl,.r im Irnimip ru,l:
Execute cxitting model rum
- - ) Exccutc Model Runs x'ChnnebFotming Dischngc
L--- --- Execute Model Run x:le-Yr Discharge
Attachment C.
Budget Justification
University of Illinois at Urbana-Champaign
The University's budget year is based on our academic year and runs from 08/16—08/15
A. SENIOR/KEY PERSONNEL:
Dr. Marcelo H. Garcia will serve as the principal investigator and commit .5 summer months of effort
($16,105) to this project to perform project oversight. model results review, and co-author the
technical memo/report and exhibits. Senior Personnel salaries increase 3.5% annually.
B. OTHER PERSONNEL:
Research Engineer: One research engineer will commit 0.51 months of effort($4.088) perform
model development oversight and assist in authoring project status reports and the technical memo
and generating exhibits. Salary increases 3.5% annually.
Graduate Research Assistants (GRAs): Two graduate research assistants will be hired for a 7-
month appointments at 0.50 FTE per year. One student will be Post-BS (at a rate of$2692/month)
and one student will be Post-MS ($2778/month). Student(s)will perform the numerical modeling effort
as described in the Scope of Work, analyze modeling results, and co-author the technical
memo/report and exhibits. The GRA salaries increase 3.5% annually.
C. Fringe Benefits:
Senior personnel and academic professional fringe benefits for senior personnel are estimated at
46.38% of salary. Graduate Research Assistants fringe benefit rates estimated at 10.35% of stipend.
Undergraduate students fringe benefit rates estimated at 7.66% of stipend.
D. CAPITAL EQUIPMENT: (>$5,000 cost per item, can use fabricated instrument approach)
None
E. TRAVEL:
None
G. OTHER DIRECT COSTS:
GRA Tuition/Remission for graduate research assistants is calculated at a rate of 64% of the student
stipend.
I. INDIRECT COSTS:
The indirect cost rate of 10.0% is applied to the TDC.
Page 1 of 1
Exhibit B-1
6/1/24
EXHIBIT B-1:ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COST E LG I N
PROFESSIONAL ENGINEERING SERVICES
USACE Fox River Connectivity&Habitat Study Consultation-Amendment No.1 THE CITY IN THE SUBURBS'
City of Elgin,Illinois
ENTITY: EEI STANTEC DIRECT EXPENSES WORK
SENIOR SENIOR UNIVERSITY ITEM COST
WORK PROJECT ROLE: PRINCIPAL PROJECT PROJECT TASK PROJECT OF HOUR PER
ITEM ENGINEER MANAGER ENGINEER 1 ADMIN. LEAD ENGINEER EEI ILLINOIS SUMM, ITEM
NO. WORK ITEM HOURLY RATE: $246 $234 $200 $77 $226 S183 — —
TASK Al-TWO-DIMENSIONAL NUMERICAL DIAGNOSTIC STUDY OF KIMBALL STREET DAM REMOVAL AND IMPACTS ON THE CI fY OF ELGIN WATER INTAKES
A1.1 Project Management and Administration 20 20 S 4.920
A1.2 Two Dinensional Numerical Diagnostic Study I $ 103.498 - S 103.498
Al.3 Data Gelation and Transmittal To U of I 2 4 1 6 S 1.292
A1.4 Modeing Coordination 6 2 8 S 1.876
A1.5 Progress Review Meeting(Ovine)with the City and U of I 2 2 4 S 960
A1.6 Review Mode6 g Technical Memorandum 4 4 8 5 1.920
A1.7 Develop Modeling Summary Presentation 8 Present To City Could 12 8 20 5 4.552
TOTAL: 46 6 14 - - - $ - S 103,496 66 $ 119,016
EEI Labor Expenses= $ 15.520
Stantec Labor Expenses= $
TOTAL LABOR EXPENSES• S 15,520
TOTAL DIRECT EXPENSES• S 103,498 I
ORIGINAL CONTRACT AMOUNT= $ 34.469
TOTAL REVISED CONTRACT AMOUNT WITH AMENDMENT NO.1 = $ 153,487
*Fr Engineering Enterprises, Inc.
STANDARD SCHEDULE OF CHARGES-JANUARY 1, 2024
Exhibit C-1
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Senior Principal E-4 $246.00
Principal E-3 $241.00
Senior Project Manager E-2 $234.00
Project Manager E-1 $210.00
Senior Project Engineer/Surveyor II P-6 $200.00
Senior Project Engineer/Surveyor I P-5 $186.00
Project Engineer/Surveyor P-4 $168.00
Senior Engineer/Surveyor P-3 $155.00
Engineer/Surveyor P-2 $140.00
Associate Engineer/Surveyor P-1 $127.00
Senior Project Technician II T-6 $175.00
Senior Project Technician I T-5 $164.00
Project Technician T-4 $153.00
Senior Technician T-3 $140.00
Technician T-2 $127.00
Associate Technician T-1 $111.00
GIS Technician II G-2 $125.00
GIS Technician I G-1 $114.00
Engineering/Land Surveying Intern I-1 $ 82.00
Executive Administrative Assistant A-4 $ 77.00
Administrative Assistant A-3 $ 72.00
VEHICLES. REPROGRAPHICS, DIRECT COSTS, DRONE AND EXPERT TESTIMONY
Vehicle for Construction Observation $ 20.00
In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White)
$1.00/Sq. Ft. (Color)
Reimbursable Expenses (Direct Costs) Cost
Services by Others (Direct Costs) Cost + 10°/0
Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone $ 225.00
Expert Testimony $ 275.00
52 Wheeler Road • Sugar Grove, IL 60554 • Tel: 630.466.6700 • Fax: 630.466.6701 • www.eeiweb.com