CCR1996224I 0 COMMON COUNC L4 - CITY OF MUSKEGO
RESOLUTION #224-96
AUTHORIZATION TO EXECUTE CONTRACT BETWEEN THE CITY OF MUSKEGO
AND TRIAD ENGINEERING FOR MUSKEGO CREEK AND MUSKEGO CANAL
PROJECT
I WHEREAS, the City accepted proposal submitted by Triad Engineering for engineering services for the Muskego Creek and
Muskego Canal Project subject to approval of contract containing
terms and conditions acceptable to both parties; and
WHEREAS, the Finance Committee has reviewed the attached contract
and has recommended approval.
NOW, THEREFORE, BE IT RESOLVED that the Common Council of the
City of Muskego, upon the recommendation of the Finance
Committee, does hereby approve the attached contract between the
City of Muskego and Triad Engineering for Muskego Creek and
Muskego Canal Project subject to approval of the City Attorney
and DNR and technical changes as requested by the Finance
Committee and Mayor in consultation with the City Attorney.
1
1
I
' BE IT FURTHER RESOLVED that the Mayor and Clerk-Treasurer are
authorized to execute the contract in the name of the City
and are further authorized to sign any change orders at their
discretion.
DATED THIS 24th DAY OF SEPTEMBER , 1996.
SPONSORED BY:
FINANCE COMMITTEE
Ald. Domonic D'Acquisto
Ald. David J. Sanders
Ald. Mark Suhr
This is to certify that this is a true and accurate copy of
City of Muskego.
Resolution #224-96 which was adopted by the Common Council of the
9/96 jmb
CORRECTED
AUTHOR I2 AT
d
COMMON COUNCIL - CITY OF MUSKEG0
RESOLUTION #224-96
'ION TO EXECUTE CONTRACT BETWEEN THE CITd OF MUSKEG0
AND TRIAD ENGINEERING FOR MUSKEGO CREEK AND MU M EGO CANAL
PROJECT i
WHEREAS, the City accepted proposal submitte
Engineering for engineering services for thy
Muskego Canal Project subject to approval of contract containing
terms and conditions acceptable to both pdrties; and
WHEREAS, the Finance Committee has reviewed the attached contract
and has recommended approval.
NOW, THEREFORE, BE IT RESOLVED that $he Common Council of the
City of Muskego, upon the recommendytion of the Finance
Committee, does hereby approve the,attached contract between the
City of Muskego and Triad Engineer,lng for Muskego Creek and
Muskego Canal Project subject to approval of the City Attorney
and DNR.
BE IT FURTHER RESOLVED that thy / Mayor and Clerk-Treasurer are
authorized to execute the contract in the name of the City
discretion.
/
/
and are further sign any change orders at their
DATED THIS , 1996.
/ SPONSORED BY:
FINANCE COMMITTEE
Ald. Domonic D'Acquisto
Ald. David J. Sanders
Ald. Mark Suhr
This is to certify that this is a true and accurate copy of
City of Muskego.
Resolution #224-96 which was adopted by the Common Council of the
9/96 jmb
Clerk-Treasurer
COMMON COUNCIL - CITY OF MUSKEGO
RESOLUTION #224-96
AUTHORIZATION TO EXECUTE CONTRACT BETWEEN THE CITY OF MUSKEGO
PROJECT
AND TRIAD ENGINEERING FOR MUSKEGO CREEK AND MUSKEGO CANAL
b WHEREAS, the City accepted proposal submitted by Triad
Engineering for engineering services for the Muskego Creek and
Muskego Canal Project subject to approval of contract containing
terms and conditions acceptable to both parties; and
WHEREAS, the Finance Committee has reviewed the attached contract
and has recommended approval.
NOW, THEREFORE, BE IT RESOLVED that the Common Council of the
City of Muskego, upon the recommendation of the Finance
Committee, does hereby approve the attached contract between the
City of Muskego and Triad Engineering for Muskego Creek and
Muskego Canal Project subject to approval of the City Attorney.
BE IT FURTHER RESOLVED that the Mayor and Clerk-Treasurer are
authorized to execute the contract in the name of the City
and are further authorized to sign any change orders at their
t
I
t
I
discretion.
i I DATED THIS DAY OF , 1996
SPONSORED BY:
FINANCE COMMITTEE
Ald. David J. Sanders
Ald. Domonic D'Acquisto
Ald. Mark Suhr
This is to certify that this is a true and accurate copy of
Resolution #224-96 which was adopted by the Common Council of the
City of Muskego.
Clerk-Treasurer a 9/96 jmb
ENGINEERING
INCORPORATED
325 Easr Chicago Srreer
Milwaukee, Wisconsin 53202
41 41291-8840
FOX: 4141291-8841
September 20. 1996
Mayor David L. De Angelis
City of Muskego
W182 S8200 Racine Avenue
P.O. Box 903
Muskego, WI 531 50-0903
Dear Mayor De Angelis:
RE: Contract for Engineering Services
Muskego Creek and Muskego Canal -
Streambank Erosion Control Project
Triad Engineering Proposal No. 4458
Triad Engineering Inc. (Triad) submits this assembled document as the contract for
engineering services for the Muskego Creek and Muskego Canal Streambank Erosion
Control project.
Assembled and incorporated as components of this contract document are the following:
1. Proposal for Engineering Services for the Muskego Creek and Muskego
Canal Streambank Erosion Control project submitted to Mr. Mark Paulat
dated July 17, 1996
2. Letter of clarification dated August 23, 1996, addressing easements and
time schedule
3. Letter of clarification dated August 28, 1996, addressing hydraulic
analysis
4. Triad standard terms and conditions and certificate of insurance
Upon review and acceptance of this assembled document, please execute the document
and return an executed copy to us. When we receive an executed copy of the contract,
Triad will begin the project.
Triad would like to thank the City of Muskego for this opportunity to provide engineering
services.
ph\propa,aR4458.d
Milwaukee. Wisconsin Fort Wayne, Indiana Sourh Bend, Indiana
Mayor David L. De Angelis
September 20, 1996
Page 2
Please feel free to contact Triad if you have any questions.
Sincerely,
TRIAD ENGINEERING INC.
Edward T. Manning, Jr., P.E.
Vice President
TRIAD ENGINEERING INC.
Edward T. Manning, Jr., P.E.
Vice President
Triad Engineering Inc.
Thomas L. Meinholz, P.E.
President
Triad Engineering Inc.
CITY OF MUSKEG0
David L. De Angelis
Mayor
Jean K. Marenda
Clerk - Treasurer
Date
Date
Date
Date
phlpraparaR4458.d
PROPOSAL FOR ENGINEERING SERVICES
FOR THE
MUSKEGO CREEK AND MUSKEGO CANAL
STREAMBANK EROSION
CONTROL PROJECT
PREPARED FOR:
CITY OF MUSKEGO
W182 S8200 RACINE AVENUE
MUSKEGO, WISCONSIN 531 50
TRIAD ENGINEERING PROPOSAL NO. 4458
JULY 17,1996
c
c 'i
July 17, 1996
Reissued September 20. 1996
Mr. Mark Paulat
Priority Watershed Coordinator
City Hall
W182 S8200 Racine Avenue
Muskego, WI 53150
Dear Mr. Paulat:
RE: Proposal for Engineering Services
City of Muskego
Muskego Creek and Muskego Canal
Streambank Erosion Control Project
Triad Engineering Proposal No. 4458
Triad Engineering Inc. (Triad) respectfully submits the following proposal for engineering
services for the design related services to the City of Muskego and the State of
Wisconsin Department of Natural Resources for the proposed Muskego Creek and
Muskego Canal Streambank Erosion Control Project. Triad is confident that our
experience and expertise will result in a successfully completed project.
Triad is a full service engineering firm headquartered in Milwaukee, with regional offices
in Fort Wayne and South Bend, Indiana. We have a staff of 80, which includes
professional engineers, scientists and technical specialists. Triad has over 15 years of
experience as a multi-disciplined engineering service provider Staff members have
extensive project experience that will be brought to your project. Triad's philosophy and
management approach is designed to provide personalized service to meet our client's
needs.
Triad's professionals are dedicated to providing quality engineering services that meet
your needs. Our project staff will be committed throughout the project's duration
ensuring continuity from planning to startup.
To provide the Village with complete services on this project, we have included Land
Information Services, Inc. as a subconsultant to provide surveying services and have
associated with Associated Design Professionals to provide additional erosion control
expertise.
Mr. Mark Paulat
July 17, 1996
0 Page 2
This proposal contains the following sections and is organized as follows:
Section 1 .O Project Familiarization
Section 2.0 Related Experience and References
Section 3.0 Project Approach
Section 4.0 Scope of Work
Section 5.0 Project Cost and Project Schedule
Section 6.0 Project Organizational Chart and Resumes
We are confident that the information provided herein will convince you that Triad and
its team has the expertise, ability and experience to provide complete and accurate
analysis and design related services for the proposed Muskego Creek and Muskego Canal
Streambank Erosion Control Project.
Please feel free to contact me, Joseph C. Cantwell, P.E., or Edward T. Manning, Jr., P.E.,
at (414) 291-8840 if you have any questions or need clarification regarding these
materials.
Triad looks forward to working with you on this project.
Sincerely, a TRIAD ENGINEERING INC. TRIAD ENGINEERING INC.
Joseph C. Cantwell, P.E.
Senior Project Manager
Edward T. Manning, Jr., P.E.
Vice President
TABLE OF CONTENTS
SECTION
1 .o PROJECT FAMILIARIZATION
2.0 RELATED EXPERIENCE AND REFERENCES
3.0 PROJECT APPROACH
4.0 SCOPE OF WORK
5.0 PROJECT COST AND PROJECT SCHEDULE
6.0 PROJECT ORGANIZATIONAL CHART AND RESUMES
I
SECTION 1 .O
PROJECT FAMILIARIZATION
Members of Triad Engineering Inc. (Triad) have familiarized themselves with the Muskego
Creek and Muskego Canal Streambank Stabilization Project by:
Reviewing the information provided in the Request for Proposal
Touring the project site and taking photographs to review project requirements . Meeting with State of Wisconsin Department of Natural Resources (WDNR)
personnel to familiarize ourselves with their requirements and meeting the
WDNR project manager responsive to their funding of the project . Obtained and reviewed the Nonpoint Source Control Plan for the Muskego-Wind
Lakes Priority Watershed Project . Obtained and reviewed the City of Muskego: Phase I Storm Water Management
Plan dated April 1995 . Had conversations with the City of Muskego’s consultant responsive to previous
field work obtained for previously completed flood plain modeling
Reviewed NR 120 regulations for applicability
Understanding that the Muskego-Wind Lakes Watershed is a 41 square-mile
drainage area including about 28.7 square miles within the City of Muskego.
The watershed was designated as a ”priority watershed” in 1991 under the
Wisconsin Nonpoint Source Water Pollution Abatement Program. Under this
program, a nonpoint source pollution control plan was prepared for the
watershed in 1993. The plan identified pollution sources, established
objectives, set pollution reduction goals, suggested water management actions,
estimated costs, and suggested implementation steps.
As previously mentioned, we photographed the Creek and Canal alignment to document
existing conditions and familiarize ourselves with those conditions. Following are some of the
photographs which present, the focus of the project, maintain water quality and reduce
sedimentation. The other photographs present other issues that need to be addressed within
the context of this project.
1-1
1.
Focus of project is to maintain the quality of water as it discharges Little Muskego
Lake at Janesville Road and not become the present water quality near Woods 0 Road
Focus of the project is to reduce or eliminate sedimentaTion from occurring in the
creek and channel as presented by these existing condition photos.
The project will also need to address the erosion that is occurring around structures
as can be seen to the left of the culvert crossing in Janesville Road and the edge of
pavement erosion occurring at the safety rail posts.
SECTION 2.0
RELATED EXPERIENCE AND REFERENCES
Following are descriptions of projects that present our storm water management and
streambank erosion control exDerience.
RELATED EXPERIENCE
South Bend, Indiana - Bowman Creek channel improvements which included approximately
2,000 LF of channel widening and bank stabilization. The project included reconstructing the
channel alignment and profile. The channel embankment was stabilized with a rock filled wire
mattress.
South Bend, Indiana - Open channel storm water drainage system across the Erskine Golf
Course which included approximately 2,500 LF of open channel with four crossings and a
storm water detention basin.
Valparaiso, Indiana - Storm water control system which included a detention basin and
approximately 1,000 LF of channel improvements.
University of Notre Dame, Notre Dame, Indiana - Shoreline stabilization and erosion control
improvements on St. Mary's and St. Joseph's Lakes. The stabilization included placement of
fill material, topsoil, riprap, geotextile fabric and seeding of disturbed areas, along with
perimeter walkway repair. Alternates included "soft engineering" techniques such as coconut
fiber rolls and curlex blankets.
HUD Flood Insurance Studies - Use of HEC 1, HEC II and TR-20 computer models to determine
floodways and flood boundaries for a variety of Indiana communities.
Susie Creek Channel, Batesville, Tennessee - Performed evaluation of sediment control
structures for arresting the movement of contaminated sediment in the Susie Creek. Project
included applying HEC-6 model to predict transport of sediment in stream, and SEDIMOT-II
model to compute sediment loads. The project was performed for the Tennessee Gas
Company.
Logan Creek Channel, Logan, Utah - Evaluate channel improvements which included 500 LF
of bank stabilization. Project included developing HEC-6 model to determine scour and
deposition of sediment along the channel and QUALll model to determine the effects changes
in channel width and slope would provide. The project was performed for Utah Division of
Water Quality.
Canon City, Colorado - Northeast Canon Drainage Basin Planning Study - Developed detailed
recommendations for a 4.7 square mile basin. Plan included analysis of existing and proposed
land use, drainage structures, runoff for the 100-year, 50-year and 25-year storms. -
Preliminary designs and cost estimates were presented in a public hearing.
ph\proporan445Bses2 2-1
Colorado Springs, Colorado - The Rockrimmon North Greenbelt Drainage Channel, a City of
Colorado Springs linear park, is located in a hilly subdivision in the northwest part of the City.
The project starts approximately 1,000 hear feet downstream from Rockrimmon Boulevard
and flows southeasterly approximately 3,000 linear feet to Saddle Mountain Road with an
average channel slope of 2.4 percent. The channei drains approximately 550 acres of
residential area and the calculated flows in the channel are 1,280 cubic feet-per-second for the
100-year storm and 640 cfs for a 1O-year storm.
The channel was conceived in the original 1970s subdivision planning as a natural open space.
Prior to the channel improvement project, extensive residential development in the area had
significantly increased flows and the resulting erosive forces had broken through the natural
aggregate crust and eroded a channel 12 to 15 feet deep and 20 feet wide. These erosive
forces had resulted in a 6-foot degradation of the channel bed during a 3-year period as
confirmed by aerial photography provided by the City of Colorado Springs.
During the past 20 years the natural channel had degraded, resulting in a deeply-eroded
channel with near-vertical banks. Numerous areas of bank undercutting had caused large
blocks of earth to'fall into the channel and encroachment into private property raised safety
concerns from residents. These problems prompted neighborhood associations to urgently
petition the City of Colorado Springs for channel repairs and improvements. As a result of this
petition process, the City, through the City Engineer - Gary R. Haynes, P.E., and the City's
Design Project Manager - Robin R. Kidder, P.E., contracted a design engineering firm to
prepare plans and specifications for channel repairs. The City's construction project engineer
was Chris Smith.
Community Involvement
Public input solicited from residents and neighborhood associations surrounding the linear park
provided the stimulus for channel improvements. The City has, for several years, aggressively
sought public comment to better define critical drainage problem areas. This public input has
enabled the City to better identify problem areas and help prioritize and allocate limited capital
improvement funds.
The public involvement process continued throughout the design phase of the project with
several public meetings conducted to discuss both conceptual design treatment and alignment.
Several channel design and trail location modifications were made as a result of the meetings.
By involving the residents in the design process, they developed a sense of ownership and
pride in the project.
Impact on the Environment
From concept through construction, the primary goal of this project was to achieve the
necessary protection while maintaining the original concept of a soft, natural channel. Prior
to construction, several stands of willows were stranded above the eroded channel with roots
unable to reach the channel bottom which had degraded to a depth in excess of 10 feet. The
addition of drop structures enabled the channel bottom to be raised to within 5 feet of the
surrounding terrain. A concerted effort was made to save as much existing vegetation as
possible, with special emphasis placed on existing trees and shrubs. Willow sprigs then were
ph\pr0~0sah4458se~? 2-2 TriodEngheering Inc.
previously had existed and to adhere to the Clean Water Act, Section 404, which requires that
planted along the lower portion of the side slopes to replace the natural riparian habitat which
revegetation of the channel be undertaken. Specific vegetation requirements were addressed
in the 404 permit obtained for this project. All gabion mattresses were covered with topsoil
and seeded along with the remainder of the disturbed areas.
Design Solutions
During the initial design analysis, gabion baskets and mattresses were selected as the primary
protection material. Drop structures, 2- to 3-feet high, were designed to reduce the channel
slope from over 2 percent to 0.5 percent. Foot-deep plunge pools were designed to dissipate
energy and a low-flow channel design incorporated to keep the plunge pools dry during normal
flows.
Buried gabion mattresses were utilized at the outside of bends to protect against higher
tractive forces. The design assumes that future growth of trees and vegetation over the
buried gabion structures will help preserve the soft and natural feet of the surrounding area.
Some of the original riprap protection was retained to help reduce channel costs while the
remaining channel banks were kept natural and revegetated.
A 12- to 15-foot high gabion wall was constructed through an area of the channel which once
served as a railroad crossing for transporting coal out of the area. The crossing point had been
built up significantly higher than most of the surrounding terrain. The stepped gabion wall was
designed to prevent channel encroachment onto private property which is approximately
20 feet above the channel bottom and to protect a proposed park trail overlook.
A combined maintenance, bike and hiking trail was designed to provide easy access to the
entire channel length. A concrete low-water crossing was incorporated to provide pedestrians
with dry access to the trail system which now extends approximately 1 Yi miles through the
residential area.
Project Goals
The main project goals of providing a safe, stable channel were achieved by working closely
with residents and neighborhood associations during both design and construction. A sense
of ownership and renewed neighborhood pride has been achieved. A steady flow of pedestrian
and bicycle traffic up and down the trail has not only discouraged crime and vandalism in the
area, but also has allowed.. homeowners to become more familiar with one another and
improved the sense of community.
Final project costs were approximately 30 percent below the initial design report estimate and
the 3,000 linear-foot channel project was completed within the 120-day schedule outlined in
the bidding phase. The schedule was adhered to despite the fact that this was a winter
project which did not commence until late-October.
This project illustrates how a cooperative effort involving the community, municipality,
consulting engineers and the contractor can resolve a dangerous situation and also beautify
the community and provide recreational opportunities.
ph\proposah4458secZ 2-3 Triad Engineering Inc.
a REFERENCES
Tennessee Gas Company
Mr. Mike Peterson
Tennessee Gas Company
Hwy. 125 South
Middleton, TN 38052
(615) 661-5551
Utah Division of Water Quality
Mr. Richard Hull
Utah Division of Water Quality
1636 West North Temple
Salt Lake City, UT 841 16
(801) 539-7373
South Bend
Mr. John Leszczynski, City Engineer
227 West Jefferson Blvd.
131 6 County-City Building
South Bend, IN 46601
(219) 235-9251
Valparaiso
Mr. James Perkins, R.L.A.
Fanning/Howey Associates
1 14 York Street
P.O. Box 584
Michigan City, IN 46361
(219) 872-0635
Notre Dame
Mr. David M. Woods, Director
University of Notre Dame
1 19 Support Services Center
Notre Dame, IN 46556-5691
(219) 631-8020
2-4
Colorado Springs, CO
Mr. Gary R. Haynes, P.E.
City Engineer
30 South Nevada Street
Suite 403
Colorado Springs, CO 80903
(71 9) 578-6606
Canon City, CO
Mr. Steve Thacker
City Administrator
61 2 Royal Gorge Blvd.
Canon City, CO 81 21 5
(719) 296-9010
2-5 Triad Engineering Inc.
SECTION 3.0
PROJECT APPROACH
Triad has tailored the project approach to achieve the following:
0 Conduct field activities to characterize the sedimentation and hydrologic
behavior of the subwatersheds
0 Compute sediment loads through each stream and rank according to
management category criteria
0 Develop a model to simulate the movement and deposition of the eroded
sediment through each channel . Develop a model to determine water surface elevations and other hydraulic data
such as velocity, channel reach length, slope in channel, and flow rate in
channel, for the streams
0 Develop data to support the application of stream bank erosion control measures
0 Identify and select erosion control alternative
Triad’s approach, as presented by the Scope of Services, has been developed to prepare a
Streambank Erosion Control Project that will build from gathering the data, to analyzing the
data, to identifying alternatives, to evaluating selecting and designing an alternative to
preparing plans and specifications to obtaining permits and to attending bidding meetings. The
resulting Streambank Erosion Control Plan will comprehensively address the objectives of the
City of Muskego and WDNR.
3-1
SECTION 4.0
SCOPE OF SERVICES
Triad will perform the Streambank Erosion Control Plan 'by performing a work plan consisting
of nine tasks. These nine tasks break down the components of the Streambank Erosion
Control Plan into sequential, discrete project phases. The nine tasks are identified below:
Task 1 - Data Review
Task 2 - Site Reconnaissance
Task 3 - Field Studies
Task 4 - Field Survey
Task 5 - Hydrologic Modeling
Task 6 - Preliminary Design
Task 7 - Plans and Specifications
Task 8 - Permits
Task 9 - Construction Costs and Bidding
In the following pages we describe each of these nine tasks and develop a detailed scope of
services for each of the tasks. The detailed scope is presented in three sections consisting
of: . Purpose - To define the focus and objectives of the task . Activities - To identify the work to be performed
e Deliverable - To present the interim and final deliverables that will be generated
from performing the task
4-1
TASK 1 - DATA REVIEW
PURPOSE
Research and assemble all the available background information on the three channels.
ACTIVITIES
1.1 Review and collect all existing reports and data.
1.2 Contact City of Muskego, WDNR and other appropriate agencies for information on
topography, hydrology, and type of land use for the subwatersheds.
DELIVERABLES
1. Summary of available data.
4-2 Triad Engineering Inc.
0 TASK 2 - SITE RECONNAISSANCE
PURPOSE
Delineate the three channel drainage areas into hydrologic response units (HRUs).
ACTIVITIES
2.1 Identify locations for conducting a study on the HRUs to evaluate hydraulic
characteristics such as: cross-sectional dimension, bed slope, bed material, etc.
2.2 Identify up to 15 locations to obtain survey cross sections of the channels.
2.3 Identify up to two location(s) to take channel bed material samples per cross section.
2.4 Collect available data on soil and vegetative characteristics and hydraulic flows in the
channels.
I DELIVERABLES
I. 1 The data obtained that will be utilized to compute the hydraulic characteristics.
2. Map presenting locations for channel bed material sampling.
3. Map presenting locations for channel cross sections.
4. Delineation of soil and vegetation along the channels.
5. Hydraulic characteristics of the channels such as, travel times of sediment and their
flow velocities in different reaches of the channel, which will be utilized to ultimately
decide the type and location of the bank stabilization structures.
I
4-3 Triad Engineering Inc.
TASK 3 - FIELD STUDIES
PURPOSE
Determine the sedimentation and hydrologic characteristics of the channels and inventory
existing biological resources at the project site.
ACTIVITIES
Sedimentation Study
3.1 Collect two stream bed material samples from each of the 15 representative cross-
sections along the length of the three channels (total of 30 samples).
3.2 Collect 15 stream water samples to determine the suspended sediment concentration
in the stream.
Hydrologic Study
3.3 Obtain values for the channel length in different reaches, cross-sectional details, and
bed slope.
3.4 Measure the surface water depth at each of the 15 locations where stream water
samples were collected.
DELIVERABLES
1. The data obtained from the sedimentation and hydrologic studies that will be utilized
later to develop the proposed models.
4-4 Triad Engineering Ine.
TASK 4 - FIELD SURVEY
Perform the field survey necessary to obtaining horizontal and vertical data to develop channel
cross sections at the locations identified earlier.
ACTIVITIES
4.1 Utilizing the cross section locations identified earlier arrange for a field survey to obtain
horizontal and vertical data for each cross section location.
DELIVERABLES
1. Map presenting the 15 cross section locations.
2. Cross sections responsive to the field survey information.
4-5 Triad Engineeringlnc.
TASK 5 - HYDROLOGIC MODELING
PURPOSE
To develop and calibrate two computer models, which will simulate the movement and
deposition of eroded sediment and compute water surface profiles for the three channels. The
development of these models will be integral to the selection and analysis of alternatives for
the Streambank Erosion Control Project.
HEC-6 model will be used to simulate the movement and deposition of the eroded sediment
through the channels. HEC-6 is a one dimensional steady flow model, which determines both
the volume and location of sediment deposits. The model also projects degradation of a
stream bed downstream from a dam, and simulate long term trends of scour or deposition in
a stream channel, such as would result from modifying frequency and duration of water
discharge or stage.
HEC-2 model will be applied to analyze flow conditions in the three channels. HEC-2 program
is also a one-dimensional program, which computes water surface elevations and other
hydraulic data for both natural and improved stream channels.
ACTIVITIES
5.1
5.2
5.3
5.4
5.5
5.6
Compute annual sediment loads for the cross-sectional. area utilizing the physical
characteristics of the channels such as for average height of bank, length of bank being
eroded (each side of channel), and annual rate of bank recession, average bottom width
of channel, length of channel bottom being eroded, and annual rate of degradation.
Analyze data gathered from the field studies on channel cross-sections, reach length,
fluid properties, and sediment properties. These data will be used to calibrate HEC-6
model.
Identify the type of flow regime in the channel (either sub-critical or super-critical).
Confirm the water surface elevation measured during field study, channel cross-section
coordinates and the distances between the cross-sections. These parameters will be
applied to develop the HEC-2 model.
Estimate loss coefficients, flow rates, and n-values.
Compute flow conditions (stream velocities) in each of the three channels using the
HEC-2 model.
4-6 Triad Engineering Inc
0 DELIVERABLES
1. Annual sediment loads as calculated using the computer model.
2. Stream velocity calculations.
3. A ranking of the sediment load for the channels responsive to the management
category criteria.
4. Map presenting locations for streambank erosion control measures.
4- 7 Triad Engineering Inc,
0 TASK 6 - PRELIMINARY DESIGN
PURPOSE
Identify the location(s) and feasibility of alternatives for streambank stabilization.
ACTIVITIES
6.1
0 6.2
6.3
6.4
6.5
6.6
Identify current channel conditions indicative of instabilities. . Tipping and falling of vegetation along the bank
0 Cracks along the bank surface
0 The presence of slump blocks . Fresh vegetation laying in the channel near the channel banks
0 Deflection of channel flows in the direction of the bank due to some recently
0 Fresh vertical face cuts along the bank
0 Locally high velocities along the bank
0 New bar formation downstream of eroding bank
deposited obstruction or channel course change
0 Recent cutoffs
Select bank protection alternativek), which will include but not be limited to the
following: . Rock and rubble riprap . Wire enclosed rock (gabions)
0 Pre-formed blocks
0 Grouted rock
0 Paved lining (concrete slope pavement)
0 Grouted fabric
0 Sandhment bags
0 Soil cement
Identify from the^ data computed from the models section(s) of the channels which
require stabilization.
Develop and propose preliminary designs of bank protection based on design flow rate,
flow types, section geometry, flow in channel bends, flow resistance, and extent of
protection.
Present and review the preliminary designs with the City of Muskego and WDNR.
Record and respond to comments received during the presentation of the preliminary
design and comments received after the City and WDNR have had sufficient time to
review the preliminary designs.
4-a
0 DELIVERABLES
1. Map presenting locations of channel instabilities.
2. Standard drawings presenting alternative bank protection.
3. Map presenting location of streambank needing stabilization and the recommended
method of stabilization.
4. A preliminary design memorandum including the recommendation of bank stabilization
alternatives, opinion of probable construction costs, and project schedule.
5. Preliminary design documents.
6. Responses to review comments.
I
4-9
0 TASK 7 - PLANS AND SPECIFICATIONS
PURPOSE
Prepare plans and specifications reflecting accepted (by City of Muskego and WDNR)
streambank stabilization recommendations.
ACTIVITIES
7.1 Identify on a site plan, utilities, easements and significant vegetation species.
7.2 Identify cross-sections along the channels where the survey was performed.
7.3 Develop a hydraulic profile for the channels.
7.4 Develop streambank stabilization contract documents.
7.5 Present locations where easements, permanent and access, are required.
DELIVERABLES
0 I. Preliminary site plan
2. Preliminary channel cross sections
3. Hydraulic profile
4. Preliminary contract documents (plans and specifications)
5. Final contract documents
6. Description and location map of required easements (permanent and access)
4-1 0
0 TASK 8 - PERMITS
PURPOSE
Apply for the necessary permits from the regulatory agencies to initiate construction of
streambank stabilization alternative(s1.
ACTIVITIES
8.1 Submit U.S. Army Corps of Engineers and State Department of Parks, Fisheries, and
Wildlife permit applications.
DELIVERABLES
1. Permit application documents will be provided to the City of Muskego and WDNR.
4-1 1 Triad Engineering Inc,
TASK 9 - CONSTRUCTION COSTS AND BIDDING
PURPOSE
Prepare opinion of probable construction cost for each streambank stabilization location and
assist the City of Muskego and WDNR in the public bidding of the project.
ACTIVITIES
9.1
9.2
9.3
9.4
9.5
9.6
Prepare an opinion of probable construction costs based on the final plans and
specifications and any special conditions.
Prepare a bid advertisement to be submitted to the City of Muskego for their placement
in the City's official newspaper and other appropriate publications for proper
advertisement of the project.
Answer questions during the bidding phase.
Review the bids and make a recommendation on award.
Attend prebid meeting and bid opening.
Triad acknowledges that the City of Muskego is a municipal corporation in the State
of Wisconsin and, therefore, is subject to statutory requirements regarding the award
of bids for public projects. Triad shall be responsible for preparing all bidding
documents, contract documents and related documents in conformity with Wisconsin
Bidding Laws and any other applicable rules or regulations.
DELIVERABLES
1. Submit opinion of probable cost to the City and WDNR prior to the
advertisement of bids.
2. Provide writ'ten recommendation for awarding the contract.
4-1 2
SECTION 5.0
PROJECT COST AND PROJECT SCHEDULE
Triad proposes to provide the engineering services, including the subconsultants, surveying and
technical advisory, as described in Section 4.0 Scope of Services for an estimated maximum
fee of $49,250.
Following is a Task with estimated manhour chart showing hourly charge rates.
5-1 Triad Enzineering Inc.
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PROJECT ORGANIZATIONAL CHART AND RESUMES
SECTION 6.0
Triad Engineering Inc. (Triad) has assembled the following project team for the City of
Muskego, Muskego Creek and Muskego Canal Streambank Erosion Control Project.
City of Muskego
City of Muskego
Mark Paulat
Wisconsin Department - of Natural Resources
Priority Watershed Coordinator Michael Bruch
Project Manager
James W. Emans, P.E.
Project Manager
Triad
Edward T. Manning, Jr., P.E.
QAlQC Review
Triad I
Project Engineer I Triad
1 I I I
Michael Bartusek, P.E.
Technical Advisor
Associated Design
Professionals
Support Staff
RESUMES
Triad has assembled staff members and associated itself with Associated Design Professionals
to develop a team of experienced personnel to address, analyze and identify the best
methodology available to provide Muskego Creek and Muskego Canal Streambank erosion
control.
6-1
Following are the members of the assembled team:
Mr. Edward T. Manning, Jr., P.E. Mr. Manning will function as the QA/QC
Vice President officer on this project. As Vice President of
Triad Triad one of his primary responsibilities is the
development and implementation of the firm
and quality control and assurance program.
Mr. James W. Emans, P.E.
Project Manager
Triad
Mr. Anand V. Vangipuram
Project Engineer
Triad
Mr. Emans will function as the project
manager. He will be responsible for the
overall project deliverables and budget. Mr.
Emans brings many years of associated
storm water management to the project
including HEC modeling and streambank
erosion control.
Mr. Vangipuram will function as project
engineer. Therefore he will be responsible
.for the analysis of the project to assure that
all technical options have been addressed,
reviewed and an analysis completed to
identify the best alternative.
Mr. Michael Bartusek, P.E. Mr Bartusek will function as the technical
Associated Design Professionals advisor on streambank stabilization
responsive to his extensive background.
Following are detailed resumes of each of these key team members for your review.
6-2
6 EDWARD T. MANNING, P.E.
- Education:
M.S., Environmental Engineering, Marquette University
B.S., Civil Engineering, Marquette University
1 LicenseslCertification:
I
Professional Engineer: Wisconsin, Minnesota
Exoerience:
Mr Manning, a Senior Project Manager at Triad, has over 22 years of project experience in planning,
design and construction, with emphasis on:
Water supply and distribution . Wastewater collection and treatment . Combined sewer and storm water management
Sludge processing and disposal applications
Commercial and industrial facilities
His involvement in these projects includes feasibility analysis; facilities planning and assessments; civil,
mechanical, and process design; economic analysis: and construction services.
e Professional Exoerience:
Involved with the design of the St. PeterslSt. Charles water transmission and
0
improvements project. The project included a pump station and 13,000 LF of 36-inch
diameter water transmission main including a 3,000 LF crossing of the Missouri River
in St. Charles County, Missouri, pumps finished water to the cities of St. Peters and
utilizing directional boring as the method of construction. The pump station, located
station was designed to supply an initial peak day demand of 15 mgd, with the
St. Charles from Sf. Louis County's Howard Bend water treatment plant. The pump
capabilities to be easily expanded to the future peak day demand of 22 mgd. In
addition, the respective dedicated equipment is remotely monitored and controlled from
each city's existing water filtration plant. The project was executed in a fast-track
fashion and required preparation of prepurchased specifications for major equipment
components, including pump assemblies, piping, meters, valves, and electrical
components. ~ . Proiect Manager for the study to evaluate initial remedial measures and the subsequent
design of an air stripping system. The system removes volatile organic contaminants
which was partially contaminated with five VOCs, serves as the potable water supply
[VOCs) from the groundwater obtained from a municipal well field. The well field
for approximately 57,600 persons in a metropolitan service area. The evaluation of
alternatives and subsequent design were prepared under the Superfund hazardous
towers with 23 feet of packing media as well as associated pumps, fans, and electrical
waste cleanup program. Components of the system include two 12-foot diameter
gear^ The system provides capabilities to remove VOCs from approximately 7,800 gpm
produced by 5 contaminated wells. The stripping system was integrated into the
existing well field and a control system was provided to coordinate its operation with
Rerurne\ETM\4458
EDWARD T. MANNING. P.E.
IO
Page 2 of 2
I the 24 million gallon per day treatment plant which provides hardness removal,
disinfection, and fluoridation. . Analyzed monitoring results, identified and evaluated conveyance system improvements
and developed implementation plans for selected alternatives to reduce combined and
separate sewer overflows in a 175 square mile area for the St. Louis Metropolitan
Sewerage District.
Led the design of modifications and improvements to a wastewater conveyance system
associated with the $1 1 million expansion and relocation of a municipal wastewater
treatment plant. The project included the structural and mechanical rehabilitation and
upgrading of two existing pumping stations to meet 20-year performance objectives.
Project Manager for the design of improvements to a municipal water pollution control
plant. Improvements included rehabilitation of major concrete structures to utilize
existing facilities and reduce capital expenditures. In addition, he administered the
construction services for the two-phase $8 million project.
electric utility.
Inspected and assessed structural integrity of 3.2 miles of steam tunnel for major
Managed the design and construction of a 29,000 square-foot manufacturing facility
constructed on a site with poor foundation conditions due to past filling practices. To
ensure structural integrity of the masonrylbrick veneer structure, the foundation system'
called for over excavation of fill material and backfilling with structural fill. . Led the design and administered the services during construction for a
$1 million, 23,000-square-foot sludge storage building.
Utilized the Sludge Management Alternative Report Tool (SMART) computer program
to analyze and evaluate numerous sludge processing and disposal alternatives for a
municipal solids management study. The study determined the most practical and
cost-effective sludge management alternative for the wastewater treatment facilities
dispersed throughout the geographic region.
Proiect Manager for a large manufacturer's $3 million sitework improvements.
improvements, storm water conveyance improvements, and a storm water treatment
Responsibilities included design and overseeing construction of the site facility
system.
Quality AssurancelQuality Control Officer for a pottery wastewater treatment
modification project in which capacity he reviewed technical aspects of the project.
Professional Oraanizations:
American Water Works Association
Water Environment Federation
Wisconsin Wastewater Operator's Association, Inc.
National Society of Professional Engineers
Triad Engineering In=.
Project Manager
JAMES W. EMANS, P.E., L.S.
Education:
B.S., Civil Engineering, Tri-State University
A.A.S., Civil Engineering Technology, Purdue University
LicenseslCertifications:
Professional Engineer: Indiana, Michigan
I Land Surveyor: Indiana
Exoerience:
Mr. Emans is a Senior Project Manager and Engineer with more than 16 years experience. He is
and the facility planning, design and construction of industrial and municipal collection systems.
responsible for water distribution systems, water resources development, storm water management,
Professional ExDerience:
43 combined sewer overflows; develop Operational Plan for CSOs; hydraulic analysis,
South Bend, Indiana. Detailed hydraulic analysis of sanitary sewer interceptor including
design and construction inspection of improvements for River Crossing No. 1 including
a new inverted siphon; hydraulic analysis of River Crossing No. 2; Bowman Creek
channel improvements; identify and design emergency repairs to CSO 018 72" brick
trunk sewer; design of drainage improvements for Fairfax Drive area, including redesign
of outfall control structures for the two Kensington retention basins and the design of
an emergency overflow for the Crest Manor retention basin; design of storm drainage
system across Erskin Golf Course; coordination of multiple collections of St. Joseph
River wet weather water quality samples across a 48-hour period; flow monitoring and
analysis of sanitary sewer interceptor system; coordinate design and construction of
pump station SCADA system.
Mishawaka, Indiana. Detailed hydraulic analysis of sanitary sewer interceptor including
27 combined sewer overflows; develop Operational Plan for CSOs; prevention of
Northern Area Sewer Master Plan; design of Roosevelt Street sewer separation; flow
monitoring and analysis of sanitary sewer collection system. . HUD Flood Insurance Studies. Use of HEC I, HEC II and TR 20 computer models to
determine Floodways and Flood Boundaries of different Indiana communities.
Indianapolis Airport Authority. Development of a storm water management plan for
future expansion of Metro Airport and effects on three separate waterways; plan
include the design of three detention basins.
Tippecanoe County, Indiana. Use of HEC II computer model to assist in design of
drainage system including multiple detention basins for the redesign of CR 500E and
CR ZOOS roadways.
JAMES W. EMANS, P.E., L.S.
Page 2 of 2
Goshen, Indiana. Hydraulic design of principal spillway for Phase II improvements to
Goshen Pond Dam.
Rome City, Indiana. Hydraulic design of spillway system to convey 11,860 cfs for
Sylvan Lake earthen dam improvements including multi-level Ogee spillway system and
tainter gate.
Corps of Engineers Phase I Small Dam Inspections. Analysis of small dams in Indiana,
Michigan and Illinois to withstand various design floods.
improvements and assist Town with financing through Farmer's Home.
Lakeville, Indiana. Develop Operational Plan for CSOs; design water distribution system
Lake Station, Indiana. Design of sanitary sewer collection system for west side of city.
Kokomo, Indiana. Redesign of combined sewer interceptor including five diversion
structures.
New Carlisle, Indiana. Design of sanitary sewer interceptor, including an inverted
siphon structure for connection to City of South Bend system.
professional Oraanizations:
American Society of Civil Engineers
Water Environment Federation
Indiana Society of Professional Land Surveyors
Triad Engineering hc.
Project Engineer
ANAND V. VANGIPURAM, EIT
Education:
M.S., Civil and Environmental Engineering, University of Utah, Salt Lake City, Utah
B.S., Civil and Environmental Engineering, Utah State University, Logan, Utah
LicenseslCertifications:
Certified Engineer-in-Training: Utah
OSHA Employee Training
Fundamentals of Bioremediation of Hazardous Waste Contaminated Soils Training
Exoerience:
Mr~ Vangipuram is a Project Engineer at Triad Engineering with more than 3 years of experience on
on projects related to soil and groundwater remediation, hydrology and water resources, municipal and
various civil and environmental engineering projects. Mr. Vangipuram has served as a design engineer
industrial wastewater treatment, and roadways construction. Mr~ Vangipuram is proficient in the
application of groundwater and surface water quality models such as MODIME, MODFLO, AQTESOLV,
QUAL-II, HEC-1, HEC-2, HEC-6, SEDIMOT-II, WASP4, SWMM, and DAMBRK.
professional Exoerience:
Mr. Vangipuram has performed evaluation of sediment control structures for arresting
the movement of contaminated sediment in a natural stream. He successfully applied
HEC-6 model to predict transport of sediment in stream, and SEDIMOT-II model to
performance of alternate sediment control options in meeting settle able solids
compute sediment loads. SEDIMOT-II model was also used to evaluate the
standards.
Mr. Vangipuram served as a lead design engineer for modeling sediment transport in
a conveyance channel. HEC-6 and QUAL-II models were used to determine the affects
of changes in channel width and slope on the conveyance channel.
Mr. Vangipuram estimated the PMP and PMF for dambreak analysis of Porcupine
Reservoir in Utah using HEC-1, HEC-2, HMR-49, and DAMBRK models. The project
also involved developing sequential and event based runoff models predicting transport
of contaminants in a watershed.
structures to meet settle able solids standards. SEDIMOT-II model was utilized to
Mr. Vangipuram designed detention ponds. He evaluated several sediment control
evaluate the sediment trap efficiency of sediment control structures.
Mr~ Vangipuram has designed numerous soil and groundwater remediation systems
which included state of the art technologies like in-situ soil flushing, bioremediation,
soil vapor extraction, air sparging, pump and treat systems. He has successfully
prepared design specifications, design drawings work plans, cost estimates, and
system operating procedures. He supervised the installation of these remediation
systems.
for a large remediation site. He prepared project plans, cost estimates, schedules, and
Mr. Vangipuram has developed and implemented a PLC-Based Data Acquisition system
administered services during construction.
.
ANAND V. VANGIPURAM
Mr. Vangipuram has performed Phase-I site assessments for industrial, commercial, and
their corresponding management plans for various industrial facilities.
residential facilities. He prepared storm water, wastewater, land spreading permits and
Mr. Vangipuram has designed wastewater pretreatment systems, which utilized the
most innovative and state-of-the-art treatment technologies. He is experienced in
formulating process design, specifying and selecting equipment, and developing piping
and equipment layout.
return activated sludge galleries. He was responsible for selecting an alternate clarifier
Mr. Vangipuram has been involved in the design for upgrading secondary clarifiers and
feed arrangement, developing hydraulic profile, and sizing and selection of various
equipment. He successfully completed demolition and rehabilitation drawings
associated with the secondary clarifiers.
Mr. Vangipuram developed Title 40 MSW landfill closure plans. He applied HELP and
MULTIMED models to select alternate liner design for the landfills.
Professional Oraanizations:
Water Environment Federation
American Society of Civil Engineers
American Water Resources Association
MICHAEL A. BARTUSEK. P.E.
Principal
Mr. Bartusek has been involved in project management, planning, design and construction
inspection of major drainage facilities, highways, underground utilities and various land
development projects, with specialization in stormwater management, drainage master
plans, open channel design and in computer applications for hydrologyhydraulic analysis.
Mr. Bartusek has been involved in the following Stormwater Management Projects and
Drainage Studies:
Orchard Avenue Drainage Basin Planning Study, Canon City, CO--Developed
detailed recommendations for 3.1 square mile basii in central Canon City. Plan
included analysis of existing and proposed land use, drainage structures, runoff for the
100-year, 50-year and 25-year storms. Preliminary designs and cost estimates were
presented in a public hearing to local residents. It also included coordination with
Fremont County Sanitation District in conjunction with their planned sanitary trunk
sewer location.
Hogback Detention Basin Master Plan and Design, Canon City, CO--The project
included examining flows generated along the hogback formation in weestern Canon
City to alleviate periodic flooding in the area. A series of detention facilities were
proposed along with outfall recommendations. In addition, design plans for northern
most basin were developed and bid.
Northeast Canon Drainage Basin Planning Study, Canon City, COdeveloped
detailed recommendations for 4.7 square mile basin. Plan included analysis of existing
and proposed land use, drainage structures, runoff for the 100-year, 50-year, and 25-
year storms Preliminary designs and cost estimates were presented in a public hearing
to local residents.
Corporate Centre Lot 3 Expert Witeness, Colorado Springs, CO--acted as an
expert witness for the City of Colorado Springs in a court action filed by the City of
Colorado Springs to recover drainage credits for failed channel improvements along
Monument Creek. .The court settlement provided for the collection of sufficient hnds
to repair all failed areqwithin the property,
NPDES Stormwater Discharge Permit Activities, Colorado Springs, CO-
coordinated and reviewed mapping efforts, data collection and information
compilation, selected and field screened 250 major outfall points, @om approximately
2,500 outfalls), with over 70 points field tested in accordance with the EPA
regulations. Supervised and assisted in testing of sites to determine if industrial
pollution was occurring.
Shooks Run Drainage Basin Planning Study, Colorado Springs, CO-developed
detailed recommendations for 7.8 square mile basin. The study included land use
assessment, drainage facility inventory, environmental and parWopen space inventory,
hydrologic and hydraulic analysis and coordination of public meetings.
.
MICHAEL A. BARTUSEK, P.E.
(Resume Continued)
Denver Federal Center, Lakewood, CO-Drainage Master Plan for the one square
mile complex. Included improvements to storm sewers, channels and detention
facilities within the complex.
Jimmy Camp Creek Master Drainage Study, Colorado Springs, CO-Drainage
Master Plan for 67 square mile basin. Plan included analysis of existing and proposed
land use, drainage structures and runoff, preliminary design with cost estimate and
establishment of fees.
Pheasant Run Ranch Master Drainage Plan, El Paso County, Csmaster plan
for 271 acre, undeveloped area, requiring a hydrologicihydraulic analysis of an
additional 313 acres.
Chapel Hills Commons, The Olive Company, Colorado Springs, CO-preparation
of a drainage study, grading plan and storm sewer plans for a 6.4 acre commercial
development including offsite drainage problems.
Miscellaneous Subdivision Drainage Studies--approximately 30 drainage studies
have been completed for subdivisions ranging in size ffom I lot to 150 lots.
His experience in Drainage Projects includes:
Corporate Centre Channel Repairs Project, Colorado Springs, CO--provided 0
channel evaluation for a 3000 L.F. section of Monument Creek including HEC-2 runs
for the 30,000 CFS flows for the City of Colorado Springs. Improvements included
the addition of buried riprap, grade control structures, maintenance road and riparian
mitigation. The project also included construction management for the project.
Corporate Centre Channel Protection Study, Western Federal Savings Bank,
Colorado Springs, CO--evaluation of sideslope protection along 6,000 feet of
Monument Creek. Hydraulic analysis of the channel utilizing HEC-2 to establish
velocity ranges.
Rockrimmon North Drainage Channel Improvements, Phase I & II, Colorado
Springs, CO-provided channel design including hydraulic analysis, drop structure
design, coordination with the City of Colorado Springs Parks Department, moderating
the public involvement process, coordination with the Corps of Engineers and the
Regional Floodplain Administrator, preparing 404 Permit applications, floodplain
development permit and construction management for 6,000 LF of channel
improvements within an existing linear park.
Corporate Central Channel Rehabilitation Project, Western Federal Savings
Bank, Colorado Springs, Codesign and preparation of plans and specifications for
a channel rehabilitation project along 6,000 feet of Monument Creek. Bidding
supervision and construction observation services were included.
MICHAEL A. BARTUSEK. P.E.
(Resume Continued)
WA Channel.Improvements, Canon City, CO--provide channel design including
hydraulic design, coordination with the homeowner and irrigation ditch company.
Project also included bidding assistance and contruction management for a 500 L.F.
portion of the channel.
His experience in water and wastewater projects includes:
0 '. 0
Water System Analysis, Lamar, CO--This project included the testing and analysis
of the southern half of the City to evaluate pressure and flow constraints in the City,
The need for and location of a secondary water tank were also evaluated along with
the pumping capacities oftheir well system.
Sanitary Sewer Evaluation, Springfield, CO--The project included the evaluation of
the existing sewer lagoons, sizing of a new southern trunk sewer and li station and
the evolution of future sewer requirements,
Springfield Wastewater Treatment Plant, Summit, CO--The project included the
preparation of plans and specifications to construct a 4 MGD wastewater treatment
plant.
Fishcreek 66 Sanitary Collection System, Summit, CO--The project included the
preparation of plans and construction observation of a $15,000,000 wastewater
collection system.
His experience in Site Development Projects includes:
Organizational Maintenance Shop Facility, Peterson Air Force Base, CO-
designed an 8,400 square foot addition to an existing hangar to accommodate
classroom and maintenance facilities. The site work included the design of
approximately 100 parking spaces, utility services design, as well as irrigation and
landscaping design.
New Municipal Court Facility, Colorado Springs, CO-includes the construction
of a new $9 million Municipal Court Facility in downtown Colorado Springs. The
new facility will require the demolition of an existing one story building and the
evaluation of drainage, utility and parking concerns.
TF'P Industrial Park, Colorado Springs, CO--includes the preparation of Drainage
Report and Plan, Utility Plan, Grading and Erosion Control Plan and a bridge crossiig
of an 8" water main for a 6 acre industrial site in southern Colorado Springs.
Fairplay Redevelopment Plan, Fairplay, CO-prepared a redevelopment plan to
revitalize the downtown area of Fairplay. Work included meeting with town citizens
to determine their goals and develop an overall development plan. Funding sources,
both grants and loans, were also researched to help the town in its redevelopment
effort.
MICHAEL A. BARTUSEK. P.E.
(Resume Continued)
.
Oak Valley Substation Site Development, Colorado Springs, CO-site grading
plan, site grading and paving, and bank retention design for electrical substation.
Appletree Development, Fountain, CO--383 acre golf course and residential
development which involved mapping, boundary surveys and platting services and the
preparation of construction drawings for roadway, utility and drainage
improvements-including all required reports and other documents to facilitate
annexation into the City ofFountain.
Transit Maintenance Facility, Colorado Springs, CO-pavement and drainage
rehabilitation for Transit Maintenance facility.
Passenger Transfer Facility at Pikes Peak Community College, Colorado
Springs, CO--site planning, roadway and drainage design, utility coordination and
passenger transfer building to serve as the southern hub for the Springs Transit
Company.
MED-71-22.14, Safety Rest Area Rehabilitation, Medina County, OH--prepared
plans and specifications to upgrade existing roadside rest areas from the existing pit-
toilet type to a modem facility with a new motorist services building. Located a
predesihed motorist services building on the site, including all utility-modifications
and a 4,000 foot sanitary sewer to service the new facility. 0
He is also qualified in Roadway Design and Rehabilitation
8th Street Roadway & Drainage Improvement, Colorado Springs, CO-Prepared
hydrologic study of over 100 acres, storm sewer design, traffic improvements
consisting of road widening, curb and gutter, median design including turning lanes
and widening of an existing bridge and coordination with CDOT. The project also
included the crossing of a railroad spur with a box culvert.
Constitution at Academy Storm Sewer, Colorado Springs, CO-design and
construction of 1,300 linear feet of42" storm sewer and the addition of a left-turn lane
through the wide-median of Academy Boulevard.
Garden of the Gods Road Storm Sewer and Reconstruction, Colorado Springs,
CO-hydrologic and hydraulic calculations used to develop construction plans for
storm sewer system capable of handling approximately 400 cubic feet/second.
Constitution Avenue Improvements, Colorado Springs, CO-reconstruction of
approximately 500 feet of street including pavement design, patterned concrete slope
work, waterline lowering and driveway reconstructions.
PowerslPeaceful Valley Road, El Paso County, CO--design of 6.2 miles of major
four-lane expressway, including roadway intersections, ROW plans, hydraulic analysis,
drainage improvements, utilities, surveys and construction services.
0
MICHAEL A. BARTUSEK, P.E.
(Resume Continued)
NORAD. South Portal .Access Road, Cheyenne .Mountain Air Force Base,
Colorado Springs, ,CMesigned roadway and drainage improvements for the
existing mile-long gravel access road into the NORAD complex.
PROFESSIONAL REGISTRATION
Professional Engineer - Colorado and Ohio
EDUCATION
B.S., Civil Engineering, 1974
University of Akron, Ohio
I August 23, 1996
325 East Chicago Street
Milwaukee, Wisconsin 53202
4141291-8840
Fax: 4141291-8841
Mr. Mark E. Paulat
Priority Watershed Projects Coordinator
City of Muskego
W182 58200 Racine Avenue
P.O. Box 903
Muskego, WI 531 50-0903
Dear Mr. Paulat:
RE: Proposal for Engineering Services for the
Muskego Creek and Muskego Canal - Streambank Erosion Control Project
Triad Engineering Proposal No. 4458
Triad Engineering Inc. [Triad) would like to thank the City of Muskego for the opportunity
to meet with them and discuss our proposal for the Engineering Services for the Muskego
Creek and Muskego' Canal Streambank Erosion Control Project. e On Friday, August 23, 1996, you contacted me and indicated that the committee had
two questions, one concerning easements and one concerning the time schedule.
Following are explanations addressing both questions.
EASEMENTS
In response to your questions on easements, Triad has included in its proposal adequate
budget to acquire field survey data required to develop sufficient cross sections for the
technical analysis associated with the computer modeling component of the project.
We also have included adequate budget in our proposal to provide the City with
descriptions and a map detailing the required easements to implement the streambank
stabilization project. Triad will provide the detailed descriptions and maps for the
easements to the City Attorney who would then draft the legal document which would
include all of the City's legal terms and conditions for easement acquisition.
Triad also has included within their proposal adequate budget to participate in up to three
informational meetings, to describe the project and locations where land acquisition
would be necessary. Additional meetings, if required, would be at Triad's expense.
From our exDerience in other oroiects, this level of involvement with easements will be .I
0 sufficient to implement the streambank erosion control project.
ph\propc.aan4458-b
Milwaukee. Wisconsin Fort Wayne, Indiana South Dend, Indiana
I ..
Mr. Mark E. Paulat E ,4;;:; 23, 1996
TIME SCHEDULE
In response to your question regarding Triad’s time schedule, we feel that our schedule
could be adjusted to accommodate the clearing of vegetation during February 1997.
However, the start date would be contingent upon the City acquiring temporary and
permanent easements. We are confident that during the execution of Task 6 -
Preliminary Design (November 1996), we can provide the City with sufficient information
to begin the process of acquiring the easements. However, if insufficient time is
available for acquisition of final easements, we would offer that the City may want to
pursue and acquire right-of-entry documents. This type of document can be configured
in a manner to provide the City access for clearing and grubbing while in the process of
acquiring signed and recorded easements.
Again, thank you for this opportunity to clarify these inquiries and to provide Triad with
an opportunity to meet with you and discuss our proposal. We look forward to working
with you on this project.
I Please feel free to contact me if you have any additional questions.
Sincerely,
TRIAD ENGINEERING INC. /
Y Joseph C. Cantwell, P.E.
Senior Project Manager
C: Public Works Committee
..
325 East Chicago Street
Milwaukee. Wisconsin 53202
41 41291 -8840
FOX: 4141291-8841
August 28, 1996
Mr Mark Paulat
Priority Watershed Projects Coordinator
City of Muskego
W182 S8200 Racine Ave.
P.O. Box 903
Muskego, WI 531 50-0903
RE: Proposal for Engineering Services for the Muskego Creek and Muskego Canal
Streambank Erosion Control Project
Triad Engineering Inc. Proposal No. 4458
Dear Mr. Paulat:
On Tuesday, August 27, 1996 you contacted me and indicated that the committee had
one more question concerning the assigned allocation of the estimated effort assigned to
the hydraulic analysis component of the project with a specific interest focused on the
Muskego Canal segment. Following is a response addressing this question.
HYDRAULIC ANALYSIS
In response to the inquiry on the allocation of estimated effort for the hydraulic analysis
we must review various components of the proposal, because other project tasks
assemble data that will be utilized in the development of the hydraulic analysis.
n. 1 - -, includes effort to gather all available information
developed to date that relates to Muskego Canal, Industrial Park Creek and
Muskego Creek. This data will be assembled as a data base and identification of
what has been developed to date. A portion of this information will be an integral
component of the hydraulic analysis (previous HEC modeling, location and
occurrence of flooding, etc.).
Tad No 7 - Field -, includes effort to view the channels, and
identify location of significant features which need to be located during the field
survey task. Also during this task effort the location for the channel cross
sections will be identified. Therefore a portion of this effort although not directly
in Task No. 5 Hydrologic Modeling is contributory to the hydraulic analyses.
Iask Nn 3 -Fiplrl Smthes+ includes a specific information gathering effort relating
to Hydrologic Study. This again is contributory to the hydrologic modeling effort
in Task No. 5.
Milwaukee, Wisconsin Forr Wayne, Indiana South Bend, Indiana
Mr. Mark Paulat
August 28, 1996
Page 2 e
Iask No 4 -Field Suurey, includes acquisition of the field information needed to
develop the cross sections to be utilized in the hydrologic modeling effort.
Taqk Na 5 - Hy-, includes the development of the modeling
relating to sediment loading and hydraulic evaluation. All of this task is related
directly to the hydrologic modeling associated with the project.
Therefore it can be seen that the hydrologic modeling component is not an isolated effort,
but one that begins with data assembly and review, identification of data required, field
acquisition of data and culminates with the focused modeling effort.
To address the distribution of this effort to Muskego Canal it is best to look at it as the
effort required between Little Muskego Lake and Big Muskego Lake and then Big Muskego
Lake to the County Line.
Attendant to this grouping of effort we would provide that approximately 70 to 80
percent of the efforts previously described would be allocated to the segments between
Little Muskego Lake and Big Muskego Lake and 20 to 30 percent would be allocated to
Big Muskego Lake to the County Line.
From our experience with these types of projects, this distribution of effort will provide
for sufficient analytical and design efforts.
Triad would like to thank the committee for its consideration for this project and if
additional clarification is needed please feel free to contact me.
Triad looks forward to working with you on this project.
Sincerely,
TRIAD ENGINEERING INC.
e
4 I
Joseph C. Cantwell, P.E.
Senior Project Manager
cc: Public Works Committee
TERMS AND CONDITIONS OF AGREEMENT
TRIAD ENGINEERING INC.
These Terms and Conditions of Agreement form the Agreement under which services are to be performed by Triad
The Scope of Work, Project Cost and Project Schedule sections of the attached Proposal are incorporated by
Engineering Incorporated (hereinafter referred to asTriad) upon acceptance of the attached Proposal by the Client.
reference into these Terms and Conditions of Agreement and are part of the Agreement. 3 (The Client is the City of Pluskego, uisconsin)
ARTICLE I
ScoDe of Work
It is understood that the Scope of Work and the Project Schedule defined in the Proposal are based on the
information provided by the Client. If this information is incomplete or inaccurate, or if site conditions are
encountered which materially vary from those indicated by the Client, or if the Cliznt directs Triad to change the
original scope of work established by the Proposal, a written amendment to this Agreement equitably adjusting
the costs andlor performance time thereunder. shall be executed by the Client and Triad as soon as practicable.
In the event that the Client and Triad cannot agree upon the terms and conditions of such amendment, either
party may terminate this Agreement immediately upon written notice to the other.
Triad shall perform only the services specified in the Scope of Work portion of the Proposal or an amendment
thereto or specified above. Services provided by Triad shall be subject to the provisions of this Agreement,
written Amendments as referenced above. Triad shall invoice its costs, and Client shall provide payment for all
including these Terms and Conditions of Agreement, any supplemental conditions incorporated herein, and any
services provided in accordance with Article I1 below.
ARTICLE II
Fees, Billina & Pavment
Triad‘s fee estimate is effective for thirty?% days from the date of the Proposal. Thereafter, Triad shall have
the right to modify its fee estimate.
The Client recognizes that time is of the essence with respect to payment of Triad’s invoices, and that timely
payment is a material part of the consideration of this Agreement.
Invoices will be submitted by Triad no more frequently than monthly, and shall be due and payable within thirty
(30) calendar days of the invoice date. If the Client objects to ail or any portion of an invoice, the Client shall so
notify Triad within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay
when due that portion of the invoice, if any. not in dispute. In the event that Triad and the Client cannot resolve
the dispute regarding invoiced amounts within thirty 130) days after receipt by Triad of the aforementioned notice,
the dispute shall be Submitted to dispute resolution pursuant to Article XI, below.
The Client shall pay an additional ckarge of one-and-one-half 11.51 percent (or the maximum percentage allowed
by law, whichever is~lowerl of the invoiced amount per month for any payment received by Triad more than thirty
(30) calendar days from the date of the invoice, excepting any portion of the invoiced amount in dispute and
Client.
resolved in favor of Client. Payment of invoices is in no case subject to unilateral discounting or setoffs by the
Application of the percentage rate indicated above as a consequence of the Client‘s late payments does not
inferred.
constitute any willingness on Triad’s part to finance the Client’s operation and no such willingness should be
If the Client fails to pay undisputed invoiced amounts within thirty (301 calendar days of the date of the invoice,
Triad may at any time, without waiving any other claim against the Client or the right to pursue any other remedy
for in Article IX, Suspension, or terminate this Agreement, as provided for in Article X, Termination.
against the Client and without thereby incurring any liability to the Client, suspend this Agreement, as provided
6/93
Muskego
Page 1 of 6
ARTICLE 111
Confidentialitx
Triad agrees to keep confidential and not to disclose to any person or entity, other thanTriad's employees, agents,
and subcontractors, without the prior consent of the Client, all data and information not previously known to and
generated by Triad, or furnished to Triad and marked Confidential by the Client, in the course of Triad's
":performance hereunder, provided however that this provision shall not apply to-data which.were previously known
to Triad, or which Triad is required by law to disclose. These provisions shall also not apply to information in
whatever form that comes into the public domain through no fault of Triad, nor shall they be interpreted to in any
way restrict Triad from complying with an order to provide information or data when such order is issued by a
court, administrative agency, or other authority with proper jurisdiction. The Client also agrees that any
patentable or copyrightable concepts developed by Triad as a consequence of service hereunder are the sole and
exclusive property of Triad and that nothing in this Agreement shall be deemed to grant the Client.any right in
or to such conceots.
~.
ARTICLE IV
lndeoendent Contractor RelationshlD
The relationship between the Client and Triad created under this Agreement is that of principal and independent
contractor. Triad shall serve as an independent consultant to the Client and.shall be responsible:for.selecting the
means and methods that services will be provided under this Agreement:-.ltis specifically-understood that,
irrespective of any assignability provisions, Triad may retain subcontractors.to:perform-services .usually and
customarily performed by subcontractors. Should Triad determine it appropriate or necessary to rely on a
subcontractor where it is not customaq to do so, Triad shall obtain prior written approval or subsequent written
3emmmmoPs.
confirmation from the Client. Rna'eveRt=sh~~~~aB~e~~SeraRpad~;~eroa~.ond~r~~y.sbils
ARTICLE V
Force Maieure
Triad shall not be considered in default because of any delays in the completion of the work due to causes beyond
the control and without the fault or negligence of Triad or its subcontractors, including but not restricted to, an
act of God or of a public enemy, fire, flood, area-wide strike, freight embargo, unusually severe weather,
governmental action, or supplier delay. In the event Triad has knowledge of any actual or potential delay, Triad
shall notify Client in writing of such cases of delay and their probable extent and, upon such notification, Triad's
performance obligations hereunder shall be suspended.
ARTICLE VI
Limitation of Liability
ARTICLE VI1
Insurance
Triad shall maintain worker's compensation, employer's liability, commercial general liability, automotive liability,
and professional liability insurance during the time it is performing services hereunder.
6/93
Muskego
Page 2 of 6
ARTICLE Vlll
Timeliness of Performance
Triad acknowledges that timely performance of its services is an important element of this Agreement. WZhFiR
~~tff~Efk~e~~effoEt=to~aapfsfe#re~k~~9~~~~~uR~e~heb~n3t~~~~6f.
If Triad discerns that the schedule shal1;no.t be met for:any reason, it shall.so notif the Client as soon a
oracticallv oossible. Triad's notlflcatlon of any delays ~111 not excuse their
~~~~aw~r~.te~Rlr68F\Fite~hslg~ndsl~~~~-'~b~~b~u~~tier~~~atchsM~ee
bbligat'ion of time of performance or limit the Client's ability to
sha~~.t~emebe~ea~BBlc~~ahaf~~,tsr~~ed-snn~~~heraaf,
assert a breach of the contract, or to pursue any other remedy.
ARTICLE IX
Susoension
Upon fourteen (141 calendar days written notice to Triad, the Client may suspend Triad's work.
If payment of Triad's invoices is not maintained on a thirty- (30) calendar-day current basis by the Client, Triad
may, by fourteen (1 41 calendar days' written notice to the Client, suspend further work until payment is restored
to a current basis.
Suspension for any reason exceeding forty-five (45) calendar days shall, atTriad's.option,:make.this:Agreement
the time schedule for performance in a manner that is satisfactory to both the Client and Triad, and Triad shall
subject to renegotiation or termination. as provided for elsewhere in this Agreement. .Any suspension shall extend
be compensated for services performed and charges incurred prior to the suspension date,.regardless.of the
reason for the suspension. a ARTICLE X
Termination
The Client or Triad may terminate this Agreement for reasons identified elsewhere in the Agreement$ Either party
may also terminate this Agreement immediately upon written notice to the other party in the event that the other
party becomes insolvent, files a petition in bankruptcy, is adjudicated bankrupt, has an assignee, referee, receiver
or trustee appointed in any creditor action, has a petition in bankruptcy filed against it which is not vacated within
thirty (30) days or suffers any action analogous thereto.
In the event such termination becomes necessary. the party effecting termination shall so notify the other party,
and termination will become effective fourteen (14) calendar days after receipt of the termination notice.
Irrespective of which party shall effect termination or the cause therefor, the Client shall within thirty (30)
calendar days of termination remunerate Triad for services rendered and costs incurred, in accordance with Triad's
fee schedule. Costs shall include, those incurred up to the time of termination.
gge,feK 8FYtse ub Igreeme tantiafit
ARTICLE XI
DisDute Resolution
All claims, disputes, and other matters in question between the parties to this Agreement. arising out of or relating
to this Agreement or the breach thereof that cannot be resolved by the parties, shall be decided upon the written
notice of either party to the other, through mediation. Upon such notice, both parties will be obligated to engage
in a mediation unless the parties mutually agree to a different method of dispute resolution. The costs of the
proceedings shall be borne by the non-prevailing party. The mediation proceeding will be conducted inaccordance
with the then current CPR Model Procedure for Mediation of Business Disputes, provided that (i) the mediation
proceedings shall be held in Milwaukee, Wisconsin; (iil if the parties have not agreed within thirty (30) days of
the request for mediation on the selection of a mediator willing to serve, either party may inform the Center for
6/93
Muskego
Page 3 of 6
i ,: .
ZPublic Resources of the nature of the dispute and request it to appoint a member of the CPR Panels of Neutrals
completed within sixty (601 days of the selection of a mediator, the mediation procedure shall terminate and either
to act as mediator; and iiiil in the event a settlement of any claim, dispute or other matter in question is not
party shall have the right to litigate the claim. dispute or other matter in question in any state or federal court
located in Mhke County, Wisconsin. In connection therewith, each party agrees to submit to the jurisdiction
of such Court. Waukesha
Client and Triad agree that the prevailing party will be entitled to recover all.reasonable~costs incurred in the
litigation including court costs, attorney fees and expenses and other claim related expenses.
Neither party will be responsible to the other for consequential damages including but not limited to, loss of profits,
loss of investment or business interruption. ~€€~F~~de~§~~RecwReaRI~%8stns~:-Frr%ff IItxhm
~~.8#ie~S,~~.=~imet615OF~Fek~~
ARTICLE XI1
Assiqnment
Neither party to this Agreement shall assign its duties and obligations hereunder without the prior consent of the
other party except as provided in Article IV.
ARTICLE Xlll
Governins Law
The Agreement shall be governed by and construed in accordance with the laws 01 .the .State of .Wisconsin,
without regard to its principles of conflicts of law thereunder.
ARTICLE XIV
Notice
All notices required or permitted under this Agreement shall be in writing and shall be made to the parties’ usual
place of business.
ARTICLE XV
Hazardous Substances
is Agreement was mad
ing additional terms and
which contain hazard
associated with the storage, transport. and
Muskego 6/93 Page 4 of 6
y claim or liability.made or brought
a result of, the performance of work
defense of such claim.
Client acknowledges
nification provision extends to all claims against Triad which are the res
ARTICLE XVI
Waiver
N~ Waiver by Triad of any term or condition set forth herein or the breach by the Client of any such term or
condition, whether by conduct or otherwise, in any one or more inSta~CeS. shall be deemed or construed as a
funher or continuing waiver of any such term, condition or breach Or a Waiver Of any other term, condition or
breach. Likewise, no waiver by Client of any term or condition set
forth herein or the breach by Triad of any such term or condition
whether by conduct or otherwise or 'n any one or more instances ARTI~LE xvd
any such term conditiotbview of Drawinasof Contractors or breach or a vaiver of
shall be deemed or construed as a further or continuing waiver of
Muskego
6/93 Page 5 of 6
All data Triad prepares for Client under this Asreement will remain the propertv of Triad. Client will not use any IIE Triad data or report for any purpose other than its original purpose as defined in the Proposal. Client has no rights
.. . 0 to Incomplete or partial data.
ARTICLE XIX
Extent of Study
Client recognizes that actual environmental conditions rnay vary from conditions encountered at locations where
Triad makes visual observations, obtains samples, or performs other explorations. Triad failure to discover
potential environmental contamination through appropriate and mutually agreed-upon sampling techniques does
not guarantee the absence of pollution or hazardous materials at a site.
ARTICLE XX
Standard of Care
Triad will perform the Services in accordance with the standards of care and diligence normally practiced by
consulting firms performing services of a similar nature in the same locale.
ARTICLE XXI
Buried Utilities
In those situations where Triad performs subsurface exploration, Client, to the extent of its knowledge. will furnish
to Triad information identifying the type and location of utilities and other man-made objects beneath the surface
of the project site. Triad will take reasonable precautions to avoid damaging these utilities or objects. Prior to
penetrating the site's surface, Triad will furnish Client a plan indicating the locations intended for penetration.
Client will approve the location of these penetrations and authorize Triad to proceed. Upon such approval, Triad
shall have no liability for damages arising out of each penetration.
ARTICLE XXll
Third Party Riahts
Except as specifically stated in this Agreement, this Agreement does not create any rights or benefits to parties
other than Client and Triad. The services provided by Triad hereunder are for the Client only and any information
furnished by Triad in connection therewith rnay not be used or relied upon by any other party, without Triad's
consent.
ARTICLE XXIII
Chanae Orders
Triad will treat as a change order any written or oral order (including directions, instructions. interpretations, or
determinations) from Client which request changes in the Services. Triad will give notice within ten (10) days Of
the change order of any resulting increase in fee. Unless Client objects in writing within five (51 days of Triad's
notice, the change order becomes a part of this Agreement and modifies any inconsistent terms or conditions.
iiuskego 6/93 Page 6 of 6
. .S57<20'36 13 03 FR WILLIS COEROON 313 271 5263 TO 29188Ul P 03/03
** TOTRL PRGE 003 **
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