2007 NORTHSIDE CARTING PROPOSAL4CDa4
CITIZENS BANK
NORTHSIDE CARTING, INC. MASSACHUSETTS
210 HOLT ROAD
NORTH ANDOVER, MA 01845 5-7017-2110
(978) 686-8604 1304042151
20000.00 AMOUNT
Twenty Thousand and 001100 Dollars
PAY
TO THE City of Salem
ORDER 93 Washington Street
OF Salem, MA 01970
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City of Salem - Purchasing Department
Salem City Hall Annex
120 Washington Street, 3`d Floor
Salem, MA 01970
Attn.: Mr. Albert Hill
Chief Procurement Officer / Purchasing Agent
Re: Salem Transfer Station
12 Swampscott Road
Dear Mr. Hill:
210 HOLT ROAD
NORTH ANDOVER, MA 01845
PHONE: (978) 686-8604
FAX: (978) 686-3086
Northside Carting, Inc. (NSC) is pleased to submit herewith our qualifications and proposal for
the redevelopment of the referenced site. We have carefully reviewed the Request for Proposals
we have developed our submittal to respond to all of the requested information. Unless
otherwise specifically noted, we accept all requirements outlined in the Request for Proposals.
NSC has been involved with the City and, more specifically, with operation of the existing
transfer station since 1994. The facility had been closed due to lack of funding by the City.
During that time, it became increasingly difficult for homeowners and contractors in the Salem
area to dispose of hard -to -manage wastes. NSC became the entity responsible for operation of
the former incinerator building as a transfer station and has since provided safe and reliable
disposal and recycling of both solid wastes and C&D debris. NSC has also supported the City
during Administrative Consent discussions with DEP over the past several years.
Under the terms of the Consent Agreement, NSC proceeded with certain site investigation and
transfer station design activities in early 2005. During site investigation activities in June 2005,
significant additional quantities of wastes were encountered within the proposed footprint of the
new transfer station. Given uncertainties with regard to transfer of site ownership, design
activities were suspended in September 2005.
As a result of those design efforts, knowledge of site operations and discussions with DEP, we
are positioned to quickly move with the permitting and final design phases of the project to
redevelop the site with all of the requisite requirements for closure of the landfill, groundwater
and gas monitoring, demolition of the existing buildings and construction of a new 400 -ton per
day transfer station. As you can see on the front cover of our proposal, the completed project
will greatly improve the appearance of the area and will complement continued redevelopment
of the Swampscott Road area.
0
Mr. Hill
March 21, 2007
Page 2
The financial package in Section C of our proposal addresses both the short and long term needs
of the City, including extending and supplementing the current solid waste management services
currently provided by NSC, for as long as the new transfer station remains in operation. In
addition, we have included the following key provisions in our offer:
➢ Closure and long term monitoring of the landfill, in accordance with DEP requirements;
➢ Demolition of the existing incinerator building and stack;
➢ Construction of a new 400 -ton per day transfer station;
➢ Construction of a new Salt Barn that will serve as a temporary transfer station during the
new station construction and then be made available to the City;
➢ Relocation of the existing yard waste drop-off area;
➢ Quarterly payment of a $0.50 per ton Host Community fee to the City; and
➢ Construction of a recycling drop-off area..
Then estimated present worth value of our financial proposal is $8.90 Million, as summarized on
Table 1 of Appendix 2. Details of our financial proposal are included on Section C.
We have assembled a highly experienced and capable staff of professionals who are firmly
committed to meet the schedule outlined in the RFP and included in Section 2 of the proposal.
Brief descriptions of the key NSC Team members are included in Section D, along with
examples of representative projects and resumes of key staff. In addition, we have identified
ET&L, one of the premier construction firms specializing in landfill closures in Massachusetts.
It is our intent to address the needs of the three primary stakeholders in this project: the
City of Salem, the DEP and NSC. We have carefully developed a proposal that will
ultimately result in a mutually beneficial project for all parties, one that is sustainable and
will serve a significant public need for many years to come.
We sincerely look forward to the opportunity to work with the City on this exciting and
important project. We look forward to meeting with you to discuss our proposal in more detail.
Please feel free to call me at 978/686-2020 with any questions in the meantime.
truly yours,
I CARTING, INC.
George
f ,p8 /M
City of Salem, MA
Proposal for Reuse of Salem Transfer Station
Table of Contents
LETTER OF TRANSMITTAL
Section A — Proposed Reuse
Section B — Implementation Plan
Section C — Financing Proposal
Section D — Statement of Qualifications
APPENDICES
I Figures
2 Tables
3 Financial & Other Data
4 Northside Carting, Inc. - Team Qualifications
Salem Transfer Station
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Section A
Proposed Reuse
Background
City of Salem, MA
The landfill/incinerator/transfer station was operated by the City of Salem from opening in'1963 P
through -:September 1994;+and the- landfill/transfer_ station has-been operated by Northside"
Carting -Inc. (NSC) -since— September 1994 A portion of the incinerator building, located on the
northeastern portion of the site and originally constructed in 1963, was converted to the current
transfer station in 1975. The landfill portion of the Site is located on the eastern portion of the
property. A yard waste composting area, currently operated on the southwestern portion of the
property, is separated from the landfill/transfer station portion of the property by the Forest
River, which bisects the site. A roadway was built over a portion of the Forest River by the City
of Salem to connect the two portions of the property circa 1969.
Historically, wastes disposed of at the incinerator included municipal solid waste (MSW) and
construction and demolition (C&D) debris. Due to a public need circa 1994, a portion of the
incinerator building was converted to operation as a Transfer Station by NSC. Since that time,
wastes transferred from the site have been almost exclusively construction and demolition debris,
with only minimal amounts of MSW.
A more complete discussion of the background and compliance history of the site is available in
the CAAA Report prepared by BETA and submitted to the MA DEP in March 2005.
Proposed Re -Use for 12 Swampscott Road
On behalf of NSC, BETA performed significant site investigations and landfill monitoring,
including groundwater sampling and analyses, subsurface investigations, evaluation of landfill
closure alternatives and initial design of a new transfer station. Those efforts culminated in the
submission of a Corrective Action Alternatives Analysis (CAAA) Report that was submitted to
the DEP in March 2005. In April 2005, MADEP issued a conditional approval letter that
involves the planned demolition of the existing incinerator building and stack and construction of
a new 400 -ton per day transfer station. The proposed layout of the site is illustrated on Figure 1
included in the Appendices.
The proposed re -use of 12 Swampscott Road is substantially the same as that contemplated by
the City, MADEP and NSC during negotiations of an Administrative Consent Order (ACO) and,
subsequently, as part of Option #4 presented in the CAAA Report and approved by DEP in April
2005. Now that site investigation activities have been substantially completed and the transfer
station design is 70+/-% complete, we have been able to develop more accurate estimates of
probable construction costs. Consequently, we have been able to prepare an attractive financial
package to the City. The cost proposal is included in Section C of this proposal (separately
bound).
031607 Salem Transfer Station Page A-1
�ORTNS/�f,
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City of Salem, MA_
Compatibility with Neighborhood
During initial design activities, care was taken to locate the transfer station as far from residential
areas as possible and to orient the building to shield area residents from day-to-day activities.
To that end, the main access doors to the proposed transfer station are located on the northwest
side of the building. Since that portion of the site is nestled into the embankment, most of the
trucking activity will be screened from view and noise impacts to the neighborhood would be
minimized. A layout of the proposed transfer station is illustrated on Figure 1 in Appendix 1.
The current site aesthetics would be greatly improved with the proposed development plan.
Reference is made to a color rendering of the proposed transfer station presented on the cover of
this proposal.
The layout of the main access drive off Swampscott Road has been modified to allow for more
streamlined access to and from the scale house. Currently, larger vehicles sometimes create
traffic delays while they negotiate the tight turning radius into the site as they approach from the
north.
We have also held informal meetings with City officials and area residents and agreed to change
the proposed color of the building to green, in an effort to blend the facility with the
environment. We are committed to continue to work with area residents to finalize the layout,
design and features of the transfer station to minimize any adverse impacts.
Continued use of the site as transfer station provides for the following benefits to the public at
large:
➢ Cleanup and capping of a blighted site. Reference is made to the front cover of this
proposal for "before" and "after" views of the site;
➢ Readily available solid waste management facilities for local residents and
businesses;
➢ Ongoing environmental monitoring for protection of human health and the
environment;
➢ Community Drop-off Area for recyclable materials (paper, plastics, and glass) and
yard wastes; and
➢ Lower tax rate, based upon the value of services offered to the City, as described in
the following section.
031607 Salem Transfer Station Page A-2
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City of Salem, MA
Direct Benefit to City
The City would directly benefit from development of the site as a transfer station, as follows:
➢ NSC will assume responsibility for all permitting, engineering and construction costs.
associated with closure of the landfill, demolition of the incinerator building and stack
and construction of the new transfer station;
➢ NSC will perform all required groundwater and gas monitoring associated with closure of
the landfill for up to 30 years, as required by MADEP;
➢ NSC will provide the City with one of the financial packages outlined in Section C of this
proposal, potentially including a new Salt Barn on the western portion of the property for
use by the City (or cash in lieu of salt barn, as discussed in Section C);
➢ Upon completion and start-up of the new transfer station, NSC will offer the City a 99 -
year lease for the western portion of the site (salt barn location and compost/recyclable
materials drop-off area) at $1 per year;
NSC will also install roll -offs for recyclable materials on the western portion of the
ak property and manage all such recyclable materials; and
NSC will pay taxes to the City on the transfer station portion of the site, not including
that portion of the site occupied by the closed landfill and that portion of the property
leased to the City for compost/recycling operations and/or salt storage.
In addition, NSC will meet the City's requirements outlined under Article 6 of the draft Lease
Agreement included in the RFP, including the following:
➢ Relocation and continued operation of the existing compost operations on the west side
of the Forest River, as illustrated on Figure 2 in Appendix A.
➢ Ongoing acceptance of yard wastes generated by Salem residents, free of charge durin
normal working hours. , �QV',� i li2L� l�ih(� ii^ 66ti1 SUII��t'���j C�hf ��
➢ Acceptance of up to 50 pounds of non -hazardous household solid wastes, per trip, from
Salem residents free of charge during normal working hours; additional wastes may be
disposed at a rate of $20 less the current gate rate, with no minimum charge.
➢ Acceptance of white goods (with refrigerants removed) from Salem residents free of
charge during normal working hours. _
➢ Acceptance of City Department generated solid wastes (not including curbside wastes) at
no charge to the City during normal working hours.
031607 Salem Transfer Station Page A-3
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City of Salem, MA
➢ Pickup of up to 150 temporary small (6 -10 CY) dumpsters located at City owned and/or.
operated facilities across the City for special events (i.e. Cancer Walk, Heritage Days,
Willows Picnic, youth soccer tournaments, etc.)
➢ A designated contact for dealing with day-to-day solid waste management issues with the
City's designated representative.
➢ Pick up of trash from barrels (117) in the downtown area, three times a week (Monday,
Wednesday and Friday) from November 1" through April 30`I'.
Furthermore, NSC is offering the following additional trash pick up and disposal
services to the City:
➢ Four additional days of pickup of downtown barrels from May I' to October 30th (daily
as opposed to three days per week).
➢ Pick up and disposal of trash from barrels located at Forest River Park, Salem Common
and Salem Willows, on the same schedule indicated above for the downtown barrel
pickups (3 days per week from November I" through April 30`x; 7 days per week from
May I"through October 300'.
➢ Weekly pick up and disposal of both dumpsters and barrels located at an estimated
twelve (12) Salem Housing authority facilities.
PI
031607 Salem Transfer Station Page A-4
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City of Salem, MA
Section B
Implementation Plan
Estimated Project Costs
The total estimated total project costs for redevelopment of the site to include a 400 ton per day
transfer station is on the order of $4.98 Million. The approximate breakdown of costs associated
with site remediation and construction is as follows:
➢ Environmental permitting.........................................................$85,000
➢ Design services.....................................................................$205,000
➢ Demolition of Incinerator Building, Stack.......................................$50,000
➢ Construction Phase Services (professional)....................................$140,000
➢ Closure of the landfill...........................................................$1,450,000
➢ Construction of the new transfer station......................................$2,700,000
➢ Construction of Salt Barn, Compost and Recycling Area ....................$350,000
Reference is made to the estimates of probable costs included in Section C.
Project Schedule
The overall schedule for the project is eighteen months, assuming timely execution of all
required transactions, permitting and other approvals outside of our control. The project
schedule included at the end of this section includes the anticipated project activities and
durations. We have included typical time frames for regulatory reviews and approvals; delays
beyond the control of the Development Team may result in extending the anticipated completion
date.
The following is a comprehensive list of known submittals, permits and anticipated regulatory
approvals associated with capping of the existing landfill and construction of a new 400 ton per
day transfer station:
➢ Meeting and amendment to the existing Consent Agreement between the MA DEP,
the City of Salem and Northside Carting, Inc.
➢ Amendment to the CAAA Report to address the additional quantities of solid wastes
discovered during performance of geotechnical borings to the north and west of the
existing transfer station.
031607 Salem Transfer Station Page B-1
City of Salem, MA
➢ File a Notice of Intent and obtain an Order of Conditions from the Salem
Conservation Commission for closure of the landfill and construction of the new
transfer station, including demolition of the existing transfer station, construction of
the new Salt Barn (temporary transfer station) and construction of a
Compost/Recyclables drop-off area.
➢ Completion and submittal of a Minor Permit Modification to the City Board of
Health for increasing the capacity of the transfer station from 100 to 400 tons per
day.
➢ Coordinate utility shut -offs and obtain Demolition Permit for the existing transfer
station and stack from the City's Building Inspector.
➢ Preparation and submittal of an Environmental Notification Form under the
Massachusetts Environmental Protection Act (MEPA) and applicable Army Corps of
Engineers (ACOE) regulations, including attending public meetings and addressing
public comments.
➢ Preparation and submittal of the required DEP Solid Waste Forms to obtain
Authorization to Construct (ATC).
➢ The Stormwater Discharge Permit is covered under a Program General Permit
administered by the EPA.
➢ A sewer connection permit will be prepared and submitted to the DEP and South
Essex Sewer District.
➢ A Local Building Permit will be required pursuant to City Bylaws, prior to
construction of the new transfer station and Salt Barn.
➢ Preparation and submittal of the required DEP Solid Waste Forms to obtain
Authorization to Operate (ATO).
Permitting activities are illustrated on the Project Schedule included at the end of this section.
031607 Salem Transfer Station Page B-2
section C
Financing Proposal
Financial Capacity
CONFIDENTIAL
NSC has arranged low interest financing through MassDevelopment, including environmental
liability insurance. A letter of commitment from Citizens Bank for a loan of $3,000,000 to
Northside Carting, Inc. for the subject project is included in Appendix 3. The balance of funds
required for the project will be provided from available cash and operating revenues.
If necessary, additional financing capacity will be arranged with Citizens Bank.
Estimates of Probable Project Costs & Reuse Cost Pro For
The total estimated project costs, not including costs incurred to date by NSC, total $4,950,000,
as summarized below:
Upfront (One Time) Costs
➢ Environmental and Related Permitting:
o ConComm (NOI) & MEPA (ENF) permitting...........................$37,000
o Minor Permit Modification (BOH)........................................$15,000
o Amendment to CAAA Report .............................................$15,000
o Authorization to Construct .................................................$18,000
➢ Engineering Design:
o Completion of Transfer Station.............................................$150,000
o Closure of Landfill, including retaining walls..............................$55,000
➢ Construction Phase Services (Professional):
o Submittals Review and Coordination.......................................$50,000
o Onsite Observation & Technical Support ...................................$90,000
➢ Demolition:
o Incinerator Building.............................................................$35,000
oStack...............................................................................$15,000
031607 Salem Transfer Station Page 3-1
Activity zoo? 1 2008
=larch—AOri�— May —Ju�— July August September October November _December January j February March April May June July
'ALA.
CONFIDENTIAL
➢ Construction of Transfer Station:
o Foundation, pre -fabricated structure and site work ....................$2,700,000
➢ Closure of Landfill:
o Capping, slope stabilization, retaining walls and paving...............$1,450,000
➢ Construction of Temporary Transfer Station/Salt Barn:
o Site Preparation (grading, paving and drainage)............................$72,000
o Salt Barn ........................................................................$260,000
o Compost Facility.................................................................$18,000
Total Estimated Project Costs........................$4,980,000
Landfill Monitoring (Annual) Costs .......... up to 30 years
➢ Quarterly sampling, analyses, reporting.....................................$6,000 / year
➢ Semi-annual sampling, analyses and reporting...........................$10,000 / year
Financing will be available through Citizens Bank, under a low interest financing arrangement
backed by MassDevelopment and an environmental insurance policy. Reference is made to the
commitment letter from Citizens Bank included in Appendix 3. The balance of funds required
for the project will be provided from available cash and operating revenues.
For further information relative to financing arrangements, please feel free to contact Mr. Benny
Wong at the Lowell Office of MassDevelopment (978/459-6100).
Northside Carting, Inc. is a wholly owned firm and does not have any parent companies,
subsidiaries or affiliates. As requested in the RFP, a list of all persons with a financial interest in
the company is included in Appendix 3.
031607 Salem Transfer Station Page 3-2
CONFIDENTIAL
The proposed cash compensation to the City, upon receipt of all required permits and approvals,
is $1. In addition, the following services and provisions provide significant value to the City:
➢ Solid waste management services, as outlined in Article 6 of the Draft Lease
Agreement included in the RFP, including relocation and operation of the yard waste
and recyclables (paper, plastics and glass) drop-off area in the western portion of the
site;
➢ All permitting, design and construction related to provision of a 70' by 88' Salt Barn
in the western portion of the site for lease by the City;
➢ Annual groundwater and gas monitoring of the landfill for up to 30 years, as required
under MADEP regulations; and
➢ A $0.50 per ton Host Community Fee for each ton of waste received at the transfer
station, for the operating life of the facility.
The estimated value of services to be provided to the City under this proposal, including both up-
front costs and annual services is summarized earlier in this Section. The up -front permitting,
design and construction costs are estimated to be $
The present worth value of 4,980,000. Reference is made to the summary of current and
the annual services and proposed services and amenities, estimated capital costs,
$0.50/ton Host Community estimated annual values of services, and their associated
Fee provided over the next present worth values included on Table 1 of Appendix 2. For
20 years is estimated to be purposes of calculating present worth value of the offer, we
$8.90 Million. have assumed an annual interest rate of 5% and a period of
20 years.
We will arrange for the required performance and payment bonds to be secured for activities
related to closure of the landfill, as outlined in the RFP. In addition, we will obtain
environmental insurance to cover any unforeseen environmental conditions that may result in
higher than anticipated remediation and related costs.
If necessary, an additional commitment of funding will be obtained from Citizens Bank.
031607 Salem Transfer Station Page 3-3
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City of Salem, MA
Section D
Statement of Qualifications
Northside Carting, Inc. was established in 1994 and is a family
owned and operated business. From the beginning the company's goal
�azYc�ctf was to provide a friendly environment for both customers and employees
while also setting standards as a leader in the industry. Northside Carting
has always believed in personalizing contact with customers in order to never lose sight
of what is most important to the customer. With a GPS monitoring system equipped in more
than 50 collection, radio dispatched vehicles we provide our customers with the most up-to-
date information regarding the service of their account in order to more effectively meet
their expectations.
The principal partners of Northside Carting, Inc., Bill Thomson Sr., Robert George, Bill
Thompson, Jr., Jeff Thompson, Brian Thompson and Kevin Thompson bring more than 100
years of experience within the waste management industry. Northside Carting
services more than 2,500 commercial customers, 700 industrial customers and currently
services the communities of Salem, Newburyport, Nahant, and Newbury for curbside
collection and transfer station services of solid waste and recyclables. We appreciate each
and every one of our customers and firmly believe SERVICE IS AN ATTITUDE — we are
committed each and every day to providing our customers with a 100% success rate, and
we are constantly striving to improve even more!
LLMBETA Group, Inc was established in 1982 and has grown to become a
regional leader in the fields of transportation, environmental engineering,
and the environmental sciences. BETA has offices in Norwood, Massachusetts; Lincoln,
Rhode Island; and Rocky Hill, Connecticut and employs a staff of over 90 engineers,
031607 Salem Transfer Station Page D-1
City of Salem, MA
scientists, planners, technicians, construction managers and support personnel. The BETA
staff prides itself on a reputation for high quality technical services, a track record of on-
time performance and a strong commitment to meeting our client's needs.
BETA's composition as a local employee -owned firm is a key factor in the
successful delivery of projects and services to our clients. Given the structure and nature of
the firm, our staff is invested and empowered to perform well. This culture supports repeat
engagements with our clients, as demonstrated by the fact that over 80% of our practice is
repeat business. Our goal is to have and maintain long-term relationships with our
clients. Some of our current clients include: Salem, Reading, Danvers, Lexington, Concord
and many other municipalities in Massachusetts.
A core practice area of BETA is serving municipal clients in southeastern New
England. BETA offers technical expertise in the following areas:
Transportation Engineering
• Peer Review
• Traffic Signal Design
• Transportation/Feasibility Studies
• Roadway and Traffic Engineering
• Traffic Calming
• Traffic Safety Studies
• Parking Studies
• Advanced Signal Design
• Computer Simulation/Modeling
Civil -Site Engineering
• Site Design
• Land Development
• Storm -water Management
• Permitting
• Utility Design
• Master Planning
• Storm Water Management
• Hydrology and Hydraulic Analysis
Environmental Engineering
• Wastewater Systems
• Potable Water Systems
• Trenchless Technology
• Biosolids Management
• Facility/Master Planning
• Capital Improvement Planning
• System Modeling
Structural Engineering
• Culvert / Bridge Design
• Building Evaluations and Design
• Assessment of Foundation Systems
Environmental Science
• Air Emissions Permitting
• Site Investigation/Remediation
• Hazardous Materials Services
• Environmental Compliance Programming
• Landfill Closure & Monitoring
Information Systems
• Database Management Design
• Geographic Information Systems (GIS)
• Intelligent Transportation Systems (ITS)
• System Application/Integration
• Web Applications
• Custom Software Development
• GPS Application
Complementary Services
• Environmental Impact Analysis
• Regulatory Compliance/Permitting
• Capital Programming
• CADD Services
• Grant and Loan Assistance
• Construction Management
031607 Salem Transfer Station Page D-2
AOR Os
City of Salem, MA
Cp Pare Corporation was founded in 1970 with one goal in mind —
ff3w*-RilE providing consistently superior service to their clients. PARE
COgaOgllf SON '
engineers utilize state-of-the-art investigation, testing and analyses to address a broad
range of geotechnical issues. PARE has successfully completed a variety of geotechnical
engineering projects, ranging in size and from subsurface investigations for simple
foundations to the design of a 1,500,000 -cubic yard earth containment structure to create a
new port facility.
Geotechnical investigations and design services are provided for building foundations,
bridge piers and abutments, retaining walls, braced excavations, underground pump
stations, tanks, and specialty structures. PARE's broad geotechnical expertise extends to
dredging projects, waterfront improvements, site feasibility studies, and hazardous waste
site assessments and remediation.
Their work applies geotechnical and analytical capabilities to the study and design of
dams and related hydraulic structures. In the past decade, PARE has performed inspection,
study, design, or construction services for more than 350 dams located throughout New
England.
031607 Salem Transfer Station Page D-2
.oR' of
ca City of Salem, MA
Mount Vernon Group Architects, an established entity since 1954, is a
full-service architectural fine. With three offices in Massachusetts and one in
New Jersey, architects registered in more than 20 states; Mount Vernon
Group Architects is especially well-known for architectural design of award-winning
commercial, residential, and educational projects. Other services include Master Planning
and Feasibility Studies; Interior Design; and Historic Preservation; as well as Construction
Management and Administration.
A key ingredient that distinguishes Mount Vernon Group Architects from other firms is
effective planning of the entire design and construction supervision process. Mount Vernon
Group Architects has developed a clear, simple, and detailed approach that takes every
project from its inception through and beyond completion. This is how we are able to meet
the unique needs of every client while maintaining an unmatched record for on-time, on
budget performance.
SED Associates will fulfill electrical and instrumental
ASSOCIATES CORP. needs. SED Associates has more than 35 years of
providing high quality, cost-effective wastewater engineering services. SED is comprised of
licensed professional engineers in the technical fields of mechanical (plumbing & HVAC) and
electrical engineering. The office and staff have designed and construction administered
more than one hundred water, wastewater and ground water collection, pumping and
treatment facilities ranging from 100 GPM ejector stations to 750 MGD wastewater
treatment plant facilities. Processes have included primary, secondary and advanced
treatment physical and chemical treatments including sludge dewatering, incineration and
composting.
SED Associates has been involved in a wide variety of projects that include educational,
commercial, residential and institutional for both public and private clients. The firm's
philosophy has been to solve design problems in a realistic and practical manner,
031607 Salem Transfer Station Page D-3
c" City of Salem, MA
Note: All firms on the Northside Carting Team have been directly involved
with similar projects and have established solid working relationships over the
past several years. We will be glad to submit additional qualifications, relevant
experience, references or any other information the City desires, upon request.
without compromising the integrity of the design, by couDlino the staff exoerience
technical expertise with creative problem solving.
ET& L Construction (WBE
ET&L has been successfully completing more than sixty major landfill closures and
lined expansion projects since its inception in 1945. Work throughout New England for
Private Owners, Municipalities, and Federal Agencies has earned ET&L a shining reputation
for their quality landfill and environmental projects. The company's resume includes
environmental projects that range in size from 1 acre to 55 acres. In order to complete
projects in a timely, efficient manner they rely on their large fleet of heavy earth moving
equipment.
ET&L's professional staff has helped owners to save money by suggesting cost
saving construction methods and value engineering proposals.
Note: All firms on the Northside Carting Team have been directly involved
with similar landfill closure, transfer station and solid waste management
projects, and have established solid working relationships over the past several
years. We will be glad to submit additional qualifications, relevant experience,
references or any other information the City desires, upon request.
031607 Salem Transfer Station Page D-4
Development Team Organization Chart
as r
City of Salem, MA
Northside Carting, Inc. g
Construction Management
Professional Services
BETA Group, Inc.
• Site/Civii/Environmental
• Environmental Monitoring
Key Subconsultants:
• Pare Corporation- Geotechnical
• Mount Vernon Group, Inc.- Architectural
• Wetland Strategies (WBE)- Permitting
• SED- Electrical/Mechanical/Plumbing
• New England Testing- Analytical
Salem Transfer Station
Construction:
ET&L, Inc.
• Site Work
• Building Construction
` fl Subcontractors:
• Pile Driving — (TBD)
• Fairbanks Scale
• NE Liners
• Demolition Contractor (TBD)
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Northside Cart
Transfer Stati
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— -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — —— — -- _— — --
Northside Carting
Transfer Station Design
Figure No. I - Site Plan
I
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-
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Northside Carting
Transfer Station Design
Figure No. I - Site Plan
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City of Salem
Salem Transfer Station & Landfill
Table 1:'Present Worth Analysis of
and Services
W,4211-
- �d�O4,s
`Present
Construction Activity I Service
Construction Cost
Annual Valu
�-- �
T e of Value
Worth (4%
Interest 20 re.
Comments
1
Value of Current City Services
�� NA
S113,000
Services
$1.41 Millon
See Section A of Pmposal
2
Additional City Services
`NA
254,000/
Services
$3.23 Million
See Section A of Proposal
3
Landfill Closure
$1,450,
NAS
construction
$1.46 Millon
x� 7 ;
.See Section Cof Pmpoaef��
4
Lease of Western Portion of Site
NA \
$60,
Property Lease
$0.75 Million
Salt Bam, Compost. Recycle
5
Host Community Fee
NA \
S57,000'
Cash
$0.71 Million
Asssumes$0.50/Ton
6
Landfill Monitoring
NA
$16,00
Services
$0.20 Million
Subject to DEP Oversight
7
Salt Sam /Compost I Recycling
$250,0
S72,000�
Construction &
sec.
- $1.15 Million
r °�
. See Option In Section C,ES,
Subtotals
$1:70 Million
$0.577 Million
Totalre sent Worth Value to City ..................58.90 Million
W,4211-
- �d�O4,s
Price Proposal Form
City of Salem
Transfer Station Disposition and Reuse
List the lump sum "Bid Price" that the proposer is intending to pay to the City of Salem
for the described land. Lump sum payment will be due upon signing of documents
effectively transferring ownership.
Bid Price:
The City of Salem prefers a lump sum purchase payment at the close of sale as indicated
above.
*The proposed cash compensation to the City, upon receipt of all required permits and
approvals, is $1.00. In addition, the following services and provisions provide
significant value to the City:
➢ Design and construction responsibility for the landfill cap, in accolydance with
DEP closure requirements;
➢ Solid waste management services, as outlined in Article 6 of the Draft Lease
Agreement included in the RFP, including relocation and operation of the yard
waste and recyclables (paper, plastics and glass) drop-off area in the western
portion of the site;
➢ All permitting, design and construction related to provision of a 70' by 88'
Salt Barn in the western portion of the site for lease by the City;
➢ Annual groundwater and gas monitoring of the landfill for up to 30 years, as
required under MADEP regulations; and
➢ A $0.50 per ton Host Community Fee for each ton of waste received at the
transfer station, for the operating life of the facility.
The estimated value of services to be provided to the City under this proposal, including
both up -front costs and annual services is summarized earlier in this Section. The up -
The present worth value
of the up -front project
costs and annual services
and $0.50/ton Host
Community Fee provided
over the next 20 years is
estimated to be $8.90
front permitting, design and construction costs are
estimated to be $ 4,980,000. Reference is made to the
summary of current and proposed services and
amenities, estimated capital costs, estimated annual
values of services, and their associated present worth
values included on Table 1 of Appendix 2. For
purposes of calculating present worth value of the offer,
we have assumed an annual interest rate of 5% and a
period of 20 years.
CITY OF SALEM
PURCHASING DEPARTMENT
Salem, Mass., January 30, 2007
RFP # I-29
The City of Salem reserves the right to reject any or all Proposals, to omit any item or items called for, or to accept
the Proposal deemed in the best interest of the City.
This Proposal request is to be returned to the office of the Purchasing Agent, 120 Washington Street, 3rd Floor,
Salem, MA 01970 on or before 10:00 AM, March 16, 2007 sealed by the party making the offer.
Send all communications to: City Purchasing Agent, 120 Washington Street, 3`d Floor, Salem, MA 01970.
The City of Salem is offering for Development either through Sale or Long Term Lease, Real
Estate Located at 12 Swampscott Road, Salem, MA.
The Bidder acknowledge receipt of the following Addendums 1 through
COMPANY NAME
BUSINESS ADDRESS
Northside Carting, Inc.
210 Holt Road
CITY, STATE&ZIP CODE North Andover, MA 01845
TELEPHONE & FAX NO. Tal -97R/.68h-2020 F
WE
AUTHORIZED OFFICER (print)
I
AUTHORIZED SIGNATU E �
DATE -3 6
CERTIFICATE OF NON -COLLUSION AND TAXATION ATTESTATION
CLAUSE
As required under Chapter 233 and 701 of the Mass. Acts and Resolves of 1983, all bidders must certifyto
the fallowing, by signing this page in the space indicated below.
1. The undersigned certifies under penalties of perjury that this bid or
proposal has been made and submitted in good faith and without
collusion of fraud with any other person. As used in this certification,
the word "person" shall mean any natural person, business,
partnership, corporation, union committee, club, or other organization,
unity or group or individuals.
2. "Pursuant to M.G.L. Ch 62C, sec. 49A, I certify under the penalties of
perjury that I, to my best knowledge and belief, have filed all state tax
returns and paid all state taxes required under law".
Q-)
Northside Carting, Inc.
(Name of business)
04-3321241
(Social Security No. or Federal Identification No.)
*Approval of a contract or other agreement will not be granted unless the applicant
signs this certification clause. This does not constitute the legal signature required
for the bid or proposal on page one.
11
Disclosure Statement Concernine Beneficial Interests
(Required by Section 40J of Chapter 7 of Massachusetts General Law)
1. Public agency involved in this transaction:
Massachusetts Development — financing
Massachusetts Business Development Corp. — BRAC
City of Salem
2. Complete legal description of the property:
Salem Transfer Station
12 Swampscott Road
3. Type of transaction:
Purchase or Sale
4. Seller: City of Salem, Massachusetts
Purchaser: Northside Carting Inc.
5. Names and addresses of all persons who have or will have a direct or indirect
beneficial interest in the real property described above are listed below in
compliance with the provisions of Section 40J of Chapter 7:
Robert George
8R Rolfes Lane
Newbury, MA 01951
William P. Thomson
3 Carriage Lane
Reading, MA 01867
Jeffrey P. Thomson
44 Sutton Hill Road
North Andover, MA 01845
Brian J. Thomson
15 Lindsey Lane
Reading, MA 01867
Kevin Thomson
32 Lucy Drive
Reading, MA 01867
William D. Thomson
44 Grey Lane
Lynnfield, MA 01940
6. The undersigned also acknowledges and state that none of the above -listed
individuals is an official elected to public office in the Commonwealth of
Massachusetts, nor is an employee of the State Department of Capital
Planning and Operations.
The undersigned swears under pains of perjury that this form is complete and accurate in
all r cts.
19-1
Date
NORTHSIDE CARTING, INC.
Unanimous Consent Action by Directors
The undersigned, being members of the Board of Directors of NORTHSIDE CARTING,
INC., a Massachusetts corporation, (the "Corporation"), do hereby consent to the
following resolution which is deemed to be adopted as if adopted by a vote at a meeting
of the Directors of the Corporation duly called and held on the 19 day of March 2007.
RESOLVED: That the following individuals be, and they each hereby are, authorized,
empowered, and directed, for, on behalf and in the name of the Corporation, to negotiate,
execute, acknowledge and deliver agreements and contracts, and to provide services,
without any limit on the maximum aggregate amount or time period of any such
agreements or contracts:
Robert George, President
Brian Thomson, Treasurer
William Thomson, BOD
and further, that any such individual, acting singly, in his or her sole discretion, can
execute any and all other documents, certificates, and instruments, and take any and all
other action, which he or she deems necessary or advisable in accordance with the
authority granted by, and in order to effectuate the purpose of, this resolution.
IN WITNESS WHEREOF, the undersigned have executed this Consent as of the 19 day
of March 2007.
/ Chairman of Board
/ Secretary of Corporation
Disclosure Statement Concerning Beneficial Interests
(Required by Section 40J of Chapter 7 of Massachusetts General Law)
1. Public agency involved in this transaction:
Massachusetts Development — financing
Massachusetts Business Development Corp. — BRAC
City of Salem
2. Complete legal description of the property:
Salem Transfer Station
12 Swampscott Road
3. Type of transaction:
Purchase or Sale
4. Seller: City of Salem, Massachusetts
Purchaser: Northside Carting Inc.
5. Names and addresses of all persons who have or will have a direct or indirect
beneficial interest in the real property described above are listed below in
compliance with the provisions of Section 40J of Chapter 7:
Robert George
81Z Rolfes Lane
Newbury, MA 01951
William P. Thomson
3 Carriage Lane
Reading, MA 01867
Jeffrey P. Thomson
44 Sutton Hill Road
North Andover, MA 01845
Brian J. Thomson
15 Lindsey Lane
Reading, MA 01867
Kevin Thomson
32 Lucy Drive
Reading, MA 01867
William A Thomson
44 Grey Lane
Lynnfield, MA 01940
6. The undersigned also acknowledges and state that none of the above -listed
individuals is an official elected to public office in the Commonwealth of
Massachusetts, nor is an employee of the State Department of Capital
Planning and Operations.
The undersigned swears under pains of perjury that this form is complete and accurate in
all respects.
` Date
2
Citizens Bank
BiIl omson
Northside Carting, Inc.
210 Holt Road
N. Andover, MA 01845
Thomas J. King
Senior Vice President
1200 Hancock Street
Quincy, MA 02169
617 984.2206 tel
6179842399 fax
tom.k i ng@ citize nsbankcom
RE: a transfer station at Rte. 107 and Swampscott Road, Salem, MA (the "Property") March 1, 2007
Dear Bill:
We are pleased to present this proposal to provide a $3,000,000.00 term loan (the "Loan") on the above referenced
Property, to be made available subject to and substantially in accordance with the terms and conditions on the Tenn
Sheet attached hereto and considered a part hereof for all purposes.
This proposal is conditioned upon the conditions referred to in this Proposal letter, including those described in the
Term Sheet, and upon:
(a) The execution and delivery of Citizens's standard form legal documents, together with any other
documents requested by us to effect the Loan, by the Borrower and, as applicable, each Guarantor,
substantially incorporatingthe terms and conditions outlined or referred to in this Proposal;
(b) There being no material adverse change in the financial condition, business, operations, or control of
the Borrower, the Borrower Affiliates identified in the Term Sheet, the Guarantors, or their respective
principals, since the date of their respective financial statements most recently delivered to Citizens,
(c) The receipt and approval by Citizens of all leases outstanding with respect to any portion of the
Property (if any), and
(d) The receipt of such additional reports and information as may be deemed necessary or desirable by
Citizens in its evaluation of the Property, including without limitation the reports and information
referred to in the Term Sheet, al l in form and content satisfactory to Citizens.
Citizens reserves the right to rescind this Proposal in the event the parties do not reach agreement regarding any
matters material to the Loan which are not covered by or made clear in this Proposal.
The issuance of this Proposal is predicated upon Citizens's present understanding of the proposed financing. As more
facts become known and further analysis is performed, some further assurances in the nature of additional security or
additional terms and conditions may be required by Citizens. In issuing this Proposal, we have relied on the accuracy
of all statements made and documents and information submitted to Citizens in support of the Loan. If any such
statements, documents or information are inaccurate, then without limiting any other remedies available to Citizens on
account thereof, this Proposal shall, at Citizens's option, become void_
Citizens shall not be responsible (or any costs or expenses associated with the Loan. By your acceptance of this
Proposal, you agree to bear, and to reimburse Citizens upon request for, all costs and expenses incurred by Citizens in
connection with preparing to close and closing the Loan, whether or not the Loan actually closes, including, but not
limited ro, attorneys fees and disbursements, survey, engineering and other expenses- You further agree to
indernudy Citizens Rom and against all damages and costs arising in any manner from the transaction contemplated
hereby
_this Proposal may not be assigned by the Borrower without Citizens's prior written consent. This Proposal
supersedcs your loan applicaliou and all other prior dealings with Citizens in connection with the Loan_ The teens of
this Proposal may not be waived, modified, or in airy way changed by implication, correspondence, or otherwise
0 RBS
unless such waiver, modification, or change is made in the form of a written amendment to this Proposal agreed to by
al(parties.
Citizens reserves the right to participate out all or any portion of the Loan and/or this Proposal to other lenders, or to
assign all or any portion of the Loan and/or this Proposal to other lenders. By your acceptance of this Proposal, you
consent on behalf of the Borrower and Guarantors to the distribution by Citizens, without further notice, to potential
assignees and participants of any information relating to Borrower, Guarantors and any collateral which may now or
hereafter secure the Loan.
Very truly yours,
CITIZENS BANK OF MASSACHUSETTS
ABY: may/
Name:Thomas J. King
Its: Senior Vice President
BY: l.fJJt", Aav" a "'
Bill Thomson
BETA Group, Inc.
Solid Waste Transfer Station Design
Bristol, RI
Project References:
Mr. Fred Serbst
Director
Departmentof Public Works
111 Mount HopeAvenue
Bristol, RI 02809
(401)2534100
Project Schedule:
2001-2002 (Completed)
Key Personnel:
Gerard R. Magnan, P.E. (Project Manager)
Siew-Wong Tso (Architect)
Roberti Parker, P.E. (Structural)
John W. Steere, P.E. (Structural)
Peter Evans, P.E. (Electrical)
Kevin M. Aguiar, P.E. (Civil/Drainage)
Project Cost:
Cost Estimate: $1.7 Million
Final Construction Cost: $1.546 Million
The Town of Bristol retained BETA for a
solid waste transfer station design and construc-
tion project to replace the Town sanitary landfill
operations. The 60 -feet wide clear space pre-
engineered buildingwas constructed on landfill
area using piles and protected by a landfill gas
venting system.
Designed to handle a peak capacity of 80
TPD, the station utilized two heavy duty com-
pactors and 50 CY closed top rolloffs. Mode of
operation is direct dump into feeder hoppers
leading to the compactors in a tunnel below. The
facility has state-of-the-art lighting and equip-
ment management controls to minimize life cycle
operating costs. The pre-engineered metal building
uses galvanized structural members to provide addi-
tional corrosion resistance in a coastal environment.
This design effort also included the design and
construction of a Special Waste Area to handle glass,
bulky wastes, construction debris (wood, metal, shin-
gles), tires, cardboard, newspaper and cathode ray
tubes. The project was designed to permit on-going
Special Waste and landfill activities to continue un-
impeded during al I phases of construction. BETA also
developed and assisted in execution ofa haulingcon-
tract that reduced Town hauling costs by 40%.
Alan D. Hanscom, LSP
Associate
Experience: 30 Years
Education B.S. Civil Engineering, University of Maine (1976)
Registration Licensed Site Professional: MA #2152
Professional Overview
As an Associate at BETA Group, Inc., Mr. Hanscom is involved with the firm's most challenging and critical
projects involving environmental contamination. He has comprehensive knowledge and understanding of
federal, state, and local environmental laws and regulations in addressing environmental issues for a variety of
clients. His clients have included public and municipal agencies, developers, utilities, manufacturers and other
private sector clients.
Mr. Hanscom has a very broad-based range of experience which includes municipal and industrial
wastewater collection and treatment, hydrogeology, hazardous materials assessment and management, site
investigations and remedial design of soil, groundwater and vapor phase contamination.
Over the course of his career, Mr. Hanscom has also provided litigation support services for projects
involving an unpermitted landfill, release of oil and corresponding response actions, and cleanup of petroleum
compounds, heavy metals and solvents at a truck maintenance facility. Services have included depositions,
fact and expert testimony, and related support services. His project experience includes:
• Environmental Site Assessment
• Hydrogeology
• Hazardous Materials Management
Regulated building materials management
• Remedial Action Assessment and Planning
• Remedial Design of Soil, Groundwater and Vapor Phase Contamination Treatment Systems
Massachusetts Department of Environmental Management, Jug End Property - Egremont, MA
• Completed the design and construction phase services associated with underground storage tank
removals, contaminated soils management, stabilization of lead contamination at a former skeet range,
management of hazardous wastes, closure of landfills and lagoons, and demolition of thirty-seven (37)
buildings.
• The project included extensive environmental permitting, archaeology, historic structures, and public
participation.
EPA Brownfields Initiative - Chicopee Pilot Project, Former Bay State Wire - Chicopee, MA
• As part of an EPA -funded Brownfields Pilot Project, developed a model for the City of Chicopee to use for
future Brownfields work.
• Public involvement activities were undertaken including public meetings and newsletter mailings.
• Three contract documents were prepared to address underground storage tank removals, contaminated
soil management, management of containers of oils and hazardous materials, RCRA-hazardous lead-based
paint and asbestos abatement, and building demolition.
• Due to large quantities of building demolition debris and regulated wastes, cost effective reuse and
recycling alternatives were evaluated and implemented.
Phase IV MCP Pan Am/Van Dusen Fuel Farm, Logan Airport - Boston, MA
• Developed a Phase IV Remedy Implementation Plan under the MCP regulations.
• Provided Licensed Site Professional (LSP) services and environmental engineering services during the
Central Artery contracts that will remove the tanks and contamination. Ultimately, these services will lead
to closure of all required MCP response actions at the Fuel Farm, including the issuing of a Response
Action Outcome Statement.
21E Environmental Assessments and MCP Immediate Response Actions - Massachusetts Highway
Department
• Provided environmental consulting and Licensed Site Professional services for environmental investigations
at eleven MHD facilities and Immediate Response actions at over 30 other MHD facilities. The US EPA and
0207 - Alan D. Hanscom, LSP 1-S
Massachusetts Department of Environmental Protection (DEP) issued a Consent Order requiring the MHD
to conduct environmental investigations of all of their 139 facilities to determine If a release of oil or
hazardous materials to the environment has occurred. These investigations are being conducted in
accordance with Massachusetts General laws Chapter 21E and the Massachusetts Contingency Plan (MCP)
regulations.
U.S. Fish and Wildlife Service
Responsible for the development and overall coordination of preliminary and comprehensive site
assessment activities, detailed evaluation of soil remediation alternatives and design of remedial measures
for the U.S. Fish and Wildlife Service at the Parker River National Wildlife Refuge in Newburyport, MA.
The project was performed under an MCP Waiver of Approach and included extensive site investigations,
remote aerial sensing of PCB -impacted soil utilizing infrared and multispectral technology, development
and implementation of cost-effective short term measures in lieu of regulatory directive, development and
execution of an extensive public information program, detailed evaluation of contaminated soil
management options, and design of a comprehensive soil management program which included in-situ
characterization, segregation, on-site stabilization, on-site treatment/disposal, etc., and all related
documentation requirements.
Arsenal Street Access, Partnership - Watertown, MA
• Responsible for overseeing environmental assessment and response activities on a parking lot expansion
project in Watertown.
• Services included a pre-acquisition site assessment, development of an estimate of probable remediation
costs, all phases of the MCP compliance process dealing with detection, reporting, and remedial action
associated with asbestos containing demolition debris, removal of abandoned rail lines, environmental
sampling and analyses, and all associated LSP services.
• Specific MCP -related submittals include Release Notification Forms, a Release Abatement Measure (RAM)
Plan, and a RAM Status Report.
Talleyrand Chemical Facility Demolition - New Bedford, MA
• Provided environmental engineering services related to demolition and cleanup of buildings and debris at
the former Talleyrand Chemicals facility.
• Supervised the removal three fuel oil USTs and two liquid vinyl chloride monomer USTs,
• Provided field services to supervise the contractor's work, and collected confirmatory samples and
prepared final UST closure documentation.
• Supervised the removal of RCRA Hazardous sludge from on-site settling basins. The sludge, which
contained elevated levels of vinyl chloride, trichloro-ethylene (TCE), and other chlorinated solvents, was
shipped under a DEP Bill -Of Lading to an off-site disposal facility.
• Oversaw the on-site treatment of VOC-impacted water within the settling basins. The impacted water was
passed through a carbon filter and a subsequently discharged to the municipal sewer system. Analytical
results indicated that the treatment process removed 100% of the VOC compounds.
Industrial Heat Treatment Environmental Site Assessment - Quincy, MA
• Conducted an Environmental Site Assessment (ESA) of a metal treating facility in Quincy, Massachusetts
to identify potential environmental liabilities associated with a property transfer.
• Based on the findings of the ESA, recommended a Supplemental ESA including soil and groundwater
sampling was performed to investigate the areas of concern identified during the ESA. The subsurface
investigations resulted in the discovery of soil and groundwater contaminated by chlorinated solvents and
petroleum products.
• Prepared a conceptual remediation plan and cost estimate for a vapor extraction groundwater remediation
system to address the chlorinated solvent contaminated soil and groundwater.
• Prepared a Release Abatement Measure (RAM) Plan approved by the Massachusetts Department of
Environmental Protection (MADEP) to address the petroleum contaminated soil and groundwater
encountered at the former gasoline service station.
• Coordinated design and operation of ozone sparging system to address residual concentrations of solvents
in soil.
Urquhart School - Beverly, MA
• Managed the assessment, characterization, and construction phase services related to remedial levels of
lead arsenate and DDT pesticides at former orchid growing operations.
• The project included extensive characterization of pesticide -impacted soil, coordination of off-site disposal,
preparation of bid documents, public participation and contract administration.
0207 - Alan D. Hanscom, LSP 2-5
Environmental Site Assessments, Former Conway Bedding - Chicopee, MA
• Site assessment to Identify recognized environmental conditions for overt evidence of a release or threat
of release of oil and/or hazardous materials.
• Additional activities Included federal, state, and local records review and interviews with people
knowledgeable about the site.
• Environmental concerns were identified consisting of potential asbestos -containing materials and lead-
based paint, polychlorinated biphenyl containing equipment, underground storage tanks, and Floor drains.
Ivory Plaza - Braintree, Massachusetts
• Provided risk characterization services in support of a Phase II Comprehensive Site Assessment for the
Ivory Plaza.
• According to the Massachusetts Contingency Plan (MCP), conducted a Method 3 Risk Characterization for
the Ivory Plaza that included a human health risk characterization, a characterization of risk to safety, a
public welfare risk characterization, and an environmental risk characterization. Contaminants detected in
soil, groundwater, surface water and sediment at the site were attributed to the former uses of the site as
an art and leather facility, electronics manufacturing facility and rail yard. Petroleum and chlorinated
solvents were detected in soil and groundwater, and metals and PCBs were detected in surface water and
sediment.
• After the risk characterization, a Release Abatement Measure was prepared involving the excavation and
off-site disposal of PCB and metal impacted sediment, was conducted to address contaminated sediment
in the on-site wetland.
• At the conclusion of the Release Abatement Measure, the wetland was restored to pre -remediation
conditions.
Massport, East Boston Piers Development
• For Massport, was responsible for regulatory compliance and technical guidance associated with
environmental assessments performed for the East Boston pier development project.
• Subsequent to initial findings of petroleum compounds at the site, developed supplemental environmental
investigations involving airborne remote sensing technology to help identify near surface contamination of
the 5 -acre Phase I development area.
• Current activities include comprehensive site assessment (including a quantitative risk assessment), and a
Final Remedial Response Plan (FRRP) under the Massachusetts Contingency Plan.
Commonwealth of Massachusetts, Department of Environmental Management - Boston, MA
• Responsible for development of a computer database management system for DEM's identification and
tracking of environmental matters pursuant to Executive Order #350, the Clean State Initiative.
• The services included the assimilation of existing survey information, a comprehensive database,
development of a software program to access and assess environmental compliance "matters' with
respect to applicable environmental regulations, and development of an Employee Environmental
Awareness Program.
Zeneca Resins U.S. - Wilmington, MA
• Overall program management of extensive environmental activities for Zeneca Resins U.S. including
development of a detailed closure program for a 10 -tank chemical storage facility, design of a 100,000
GPD industrial wastewater treatment facility utilizing sequencing batch reactors (SERs), development of
environmental controls during installation of a sanitary sewer, coordination with the local Conservation
Commission for all associated permitting, ongoing comprehensive site investigation activities under the
Massachusetts Contingency Plan for the cleanup of a release to trimethyl benzene, etc.
• Design included vapor extraction and biotreatment remediation of the impacted area.
East Boston Terminal, Mobil Oil Corporation
• Hydrogeologic investigations into potential sources and on-site containment of subsurface contamination.
• Served as Project Manager with responsibility for the design of product recovery systems, system
monitoring, and evaluation of subsurface conditions at various stages of program development.
• Under a separate study, investigated various alternatives for the disposal of VHO impacted soil and soil
with elevated levels of TPH, including a presentation to MOC's corporate environmental staff.
United States Fish and Wildlife Service, Patuxent Wildlife Research Center - Laurel, MD
• Served as Program Manager for this Initial Site Investigation to be performed at the site of the Patuxent
Wildlife Research Center.
0207 - Alan D. Hanscom, LSP 3-5
Responsible for providing corporate, technical, and regulatory support for this project which involved three
different site components; i.e., two former chemical leach fields, a slit trench which served as a disposal
area, and an old dump.
Oversaw the following tasks: supplemental data review, Regulatory Compliance Assessment, work plan
development, development water and cuttings as disposal coordination, and assistance with other
regulatory issues.
Limited and Comprehensive Site Assessments, ICI Resins U.S.
• Project Manager for the investigation and assessment of this hazardous waste site (solvents) and
compliance with regulatory requirements. Responsible for the coordination of the site investigation and
the development of the Preliminary Assessment and the Limited Site Investigation Reports.
• Supervised the site classification and coordinated the successful application for Waiver of Approvals from
the Massachusetts DEP.
• Responsible for the completion of the Comprehensive Risk Assessment, including fate and transport
evaluation, Quantitative Risk Assessment, and the development of the conceptual remediation program
and goals.
U.S. Postal Service, Northeast Region
• Served as Program Manager for a three (3) year, Indefinite Quantity, Environmental Services contract for
the U.S. Postal Service covering the six (6) New England. states and has included asbestos inspections,
environmental investigations, contaminated soils management, UST closures, and environmental
compliance auditing.
• Participated in a recent Northeast Regional training seminar to outline notification and record keeping
requirements under SARA Title III.
New Harbor Partners, Inc.
• Developed an extensive environmental site assessment program of a 7.5 acre property formerly used as a
sludge processing plant. Significant environmental impact due to the release of polynuclear aromatic
hydrocarbons (PNA's) was discovered, along with elevated levels of other volatile organic compounds at
several locations on the property.
• Other activities at the site included the delineation of the limits of fill areas, preliminary assessment of
probable remedial action activities, and development of remedial cost estimates.
Hazardous Materials Investigation, New Hampshire Department of Transportation, Various New
Hampshire Locations
• Responsible for technical and regulatory advising for the NHDOT projects.
• Studies involved all phases of investigations from initial site assessments through preliminary and detailed
site investigation and remedial clean-up.
Pre -Acquisition Environmental Site Assessment, Conrail Right -of -Way
• Provided environmental services for the investigation of approximately 29 miles of Conrail right-of-way
(ROW), with respect to the release or threat of release of PCBs, oil or hazardous materials (OHM) on or
adjacent to the ROW. The purpose of the investigation was to identify recognized environmental
conditions on or adjacent to the ROW including the environmental liabilities associated with the proposed
property acquisition and construction of a commuter rail along the existing Conrail ROW.
• Coordinated with the MBTA and Conrail to provide a final report which addressed the needs of the overall
project.
• Provided environmental services for the investigation of five proposed commuter rail station locations.
• Prepared the final site assessment report and provided the MBTA with recommendations for additional
studies, based upon the observations made during this investigation.
• Identified concerns at the station locations directly relating to the proposed property acquisition, potential
environmental liabilities, and the health and safety of workers during future construction activities.
South Harbor Realty Trust - Lynn, MA
• As part of a due diligence assessment, coordinated and oversaw the environmental investigation and
assessment of property adjacent to a former coal gasification facility. Contaminants encountered on that
property include coal tar (PAH compounds), fuel oil, toluene and xylenes.
• Responsible for delineations of the extent of the release areas and compilation of estimates of probable
remediation costs.
0207 - Alan D. Hanscom, LSP 4-5
GTE Products Corporation - Fall River, MA
• Managed an environmental program at this facility which Included underground storage tank testing, an
asbestos survey, and an environmental site assessment. The site Included discovery of a significant
trichloroethylene release from an upgradient property source.
Environmental Assessment/Groundwater Pump and Treat System Design, Curtiss-Wright
Corporation - Wood Ridge, N7
• Managed the ongoing environmental assessment and design of groundwater pumping and treatment
facilities at a former aircraft engine manufacturing plant in Wood Ridge, NJ.
• Direct involvement focused upon the assessment of viable alternatives for free product recovery and
treatment of groundwater impacted by chlorinated compounds, vinyl chloride and heavy metals
• Developed a detailed plan for investigating the presence of dense non -aqueous phase liquids throughout
the overburden and bedrock aquifers.
RI/FS at NPL Hazardous Waste Site, ARCS, Region 1
• As technical advisor, reviewed groundwater contamination data furnished by others and guided the
evaluation and selection of the groundwater remedy for the NYANZA Superfund Site in Ashland, MA.
Boston -Based Insurance Company
• Monitored on-site investigation activities performed by the EPA in conjunction with the Baird & McGuire
Superfund site in Holbrook, MA.
• Activities included oversight responsibilities and participation in surface water sampling, soil sampling, air
quality monitoring, swab sampling, and other tasks to help define existing site conditions.
Boston -Based Law Firm
• Primarily responsible for the development and implementation of Phase I and Phase II site assessment
programs under the Massachusetts Contingency Plan for industrial sites contaminated with waste cutting
oils, TCE, and other petroleum-based products.
Societies Water Environment Federation
Associated Industries of Massachusetts
Licensed Site Professional Association
0207 - Alan D. Hanscom, LSP 5-5
Gerard R. Magnan, P.E.
Project Manager — Environmental Engineering
Professional Overview
Mr. Magnan has over 28 years of civil engineering experience including the planning, design and
construction of solid waste and recycling facilities, demolition projects, household hazardous waste
facilities, wastewater treatment and transport facilities and infiltration/inflow analyses.
Fields of Expertise
As a Project Manager, Mr. Magnan has been responsible for overseeing and directing work
associated with solid waste management studies, environmental investigations of proposed solid waste
facilities, conceptual and final designs and construction services related to solid waste projects
throughout the world as well as landfill closure, operations and monitoring services.
Significant Accomplishments
Solid Waste Transfer Facility Design Services
Wellesley, MA — RDF Conceptual Plan
• Provided conceptual design services for a complete overhaul of the Wellesley Recycling and Disposal
Facility including four (4) above ground compactors and two (2) transfer station compactors.
• Coordinated with Town personnel in optimizing alternative designs including baling, compaction and
direct -haul transfer options.
Salem, MA — CBD Transfer Station Design
• Managing the final design of a 400 TPD C&D transfer station for a private developer.
• Coordinating the phased demolition of an existing incinerator structure and coordinating the transfer station
construction with final closure of the landfill.
Bristol, RI — Solid Waste Transfer Station
• Designed 60' clear span, pre-engineered metal transfer station with two (2) heavy duty compactors,
and recyclables and special wastes drop-off facilities.
• Incorporated construction activities with on-going landfilling, solid waste transfer and disposal
activities to avoid conflict with existing operations.
• Designed and coordinated hauling contract to minimize final disposal costs for client.
Plymouth, MA — Solid Waste Transfer Station
• Designed and monitored construction of compactor -style residential MSW transfer station. The facility
consisted of 3 heavy duty compactors and a residential recycling dropoff center.
Montgomery County, MD - Materials Recycling and Transfer Facility
• Managed design, permitting and construction services for a 330 TPD solid waste materials recycling
and transfer facility which included a recycling dropoff center on a fast-track, design/build approach.
• Facility included a 120' clear span structure, heavy duty push walls, floor hardening for abrasion
resistance and 100 cubic yard trailers for materials transfer.
Tompkins County, NY- Materials Recycling and Transfer Facility
• Managed design, permitting and construction services for a 260 TPD solid waste materials recycling
and transfer facility.
• Facility included a 105' clear span structure, 12' heavy duty push walls and selective floor hardening
for abrasion resistance.
• Design included citizen drop-off traffic controls to avoid interference with transfer operations.
Prince George's County, MD - Materials Recycling and Transfer Facility
• Managed design, permitting and construction services for a 300 TPD materials recycling and transfer
facility on a fast-track, design/build approach.
• Facility included a 120' clear span structure, heavy duty push walls and selective floor hardening for
abrasion resistance.
• Design included citizen dropoff traffic controls to avoid interference with transfer operations.
Orleans, MA — Compactor -Style Transfer Station
• Coordinated the preliminary and final design, construction administration and start-up services for an
8,000 TPY transfer station using two (2) heavy duty compactors.
• Design included recycling dropoff stations, residential and commercial refuse dropoff,
Brewster, MA — Modified Tipping Floor Transfer Station
• Coordinated the preliminary and final design, construction administration and start-up services for a
5,000 TPY tipping floor facility.
• Design included recycling dropoff stations, residential and commercial refuse dropoff, fixed -position
knuckle -boom loader, and methane control.
Additional Transfer Station Facility Designs
• Plymouth, MA — Design coordinator for a residential transfer station with three (3) heavy duty
compactors.
• Needham, MA — Solid waste dropoff facility design and construction services.
• Orange, MA — Preliminary design of a residential refuse and recyclables dropoff station.
• Rowley, MA — Preliminary design of a residential refuse and recyclables dropoff station.
• Confidential Site Assignment — Provided third party review to MADEP for a 300 TPD transfer
station.
• Kingston, MA — Prepared cost estimate, site layout and operating plan for a compactor -style transfer
station.
• Confidential Conceptual Design Review— Provided site design and facility operational review
for 800 TPD C&D transfer station.
Greenwich, CT Holly Hill Resource Recovery Facility Conceptual Design
• Managed a conceptual design for an existing recycling dropoff facility serving the Town.
• Tasks included alternatives cost evaluation, operating plan recommendations, support facilities
upgrading and site environmental control recommendations.
Southeast Michigan Council of Governments Solid Waste Study
• Co -manager of a comprehensive cost and operational evaluation of existing and proposed solid
waste facilities for 4.5 million people.
• Evaluated existing and proposed facilities for 20 -year adequacy using a computerized cost -
optimization program.
Mid -Connecticut Paper Recycling and Transfer Facility
• Manager of design of 400 TPD paper recycling, baling and rail haul transfer facility.
• Included retrofit of baler, conveyor system, sorting stations, tipping areas and modifications to clear -
span metal building.
Phoenix, AZ Materials Recycling Facility Startup Testing Services
• Developed testing protocols for three-phase startup for a 320 TPD MRF.
• Phases included equipment startup, shakedown testing and final equipment performance testing.
Rockland County, NY Materials Recycling Facility Design
• Provided coordination services for a 280 TPD MRF.
• Services included: project development services, design discipline coordination and permit
acquisition.
Private Construction/Demolition Materials Recycling Facility
• Directed preliminary design, permit preparation and cost estimate for a construction/ demolition
facility.
• Processing features included tipping floor, mechanical and manual sorting, light metal baling and
wood chipping operations.
Beijing, China Solid Waste Facility Design Training Course Development
• Designed training course for solid waste facilities administrators for China.
• Course content: design criteria for solid waste facilities (transfer stations, recycling facilities,
composting facilities, household hazardous waste and MSW/recyclable collection systems).
Composting Projects
Rockland County, NY Co -Composting Facility Design
Assisted in development of design and permitting for enclosed sludge/yard waste Co -Co Facility.
Roxbury, NJ Composting Operations Conceptual Design Evaluation
Evaluated permitting compliance for yard waste operation for 17,000 residents.
Orleans, MA Yard Waste Composting Permit Application
Landfill Design Services
Salem, Ma Landfill Closure Design
• Managing the final closure of the 5 acre CBD landfill.
Prince George's County, MD Phase I Landfill Gas Control Facility Design
• Managed 98 acre and 50 acre landfill gas recovery designs including 151 extraction wells, 60
condensate traps, blower facility, two flares and a gas transmission line to a remote compressor
facility.
Bucharest, Romania Landfill Gas Control Facility Feasibility Study
• Designed and supervised LFG pilot project including directing and on-site monitoring of extraction
well and probe installation and test results evaluation.
Riverhead, NY Landfill Gas Control Site Investigation
• Developed gas migration investigation program for existing landfill, including filed testing and
monitoring, coordination of program requirements for environmental agency review and approval.
Uxbridge Landfill Closure Services
• Designed final closure of landfill including capping, wetlands permitting and construction services.
Bristol, RI Landfill Closure and Monitoring Services
0 Manager for the 17 acre final landfill closure and quarterly monitoring services.
Specialized Solid Waste Protects
Recyclables Intercept Program, Stamford, CT
• Directed a one year waste -stream analysis to direct a program to intercept recyclables illegally
entering the City's municipal waste program.
• Tasks included public outreach, bylaw modifications, regulation enforcement, periodic inspections
and report development resulting in reduction of recyclables from 30% down to 5 % of the waste
stream.
UMass Medical Center Incinerator Replacement Design
• Managed preliminary and final design and construction services for the university medial waste
incineration replacement project.
Cryogenic Tire Recycling Facility, Mt. Holly, SC
• Provided permitting services for a private developer. Included coordination on preliminary design,
runoff quality control design, and facility certification for County solid waste management plan
objectives.
Harvard University Medial Waste Incinerator Project, Southborough, MA
• Managed waste characterization effort for existing incinerator at New England Regional Primate
Center. Task included waste heating assessment and alternative disposal technologies evaluation.
U.S Nary Public Works Center, Pearl Harbor, Hawaii - Solid Waste Management Plan
• Developed solid waste management plan for 38 refuse collection/disposal service customers.
Evaluated sludge and municipal solid waste do -composting program and facility, design criteria for
materials recycling facilities, waste data collection and analysis, evaluation of waste reduction and
recycling alternatives, and financial sensitivity/feasibility analysis.
Kauai County, Hl, Hurricane Debris Recycling and Site Cleanup Contracts
• Managed Iniki Hurricane debris recycling and cleanup contracts: 280,000 tons of transferred debris
from three sites under a six -phase contract worth $10 million.
Demolition Debris Contracts — Fort Devens, MA; Quonset Point, Rl.
Bennington, VT Landfill Siting Study.
Nashua, NH Solid Waste Baling Facility Conceptual Design.
Education B.S., Civil/Sanitary Engineering, Northeastern University, 1971
Registrations Professional Engineer — Massachusetts and Vermont
Societies New England Water Environmental Association
American Water Works Association
C7L
E.T.&L. CORP.
In 1986, E. T. & L.
entered the Environmental Sector in response
to an emerging market of work in the field of
environmental protection, cleaning, and
restoring polluted sites. The main focts is on
landfill caps and expansions, Brownfie-d site
restoration, cleaning up Super Fund Si -es and
working in and around hazardous materials.
To protect their employees on these types of
projects, E.T. & L. relies on education and
training programs such as the OSHA Hazardous
Waste Operations Training, Confined Space, and L
Asbestos Abatement Training_ Over time, the Com
decades of heavy construction experience with a de
to train their employees in the safe handling of cor
and hazardous materials.
E. T. & L. has successfully completed over sixty
major landfill closures and lined expansion
projects. The Company resume includes
environmental projects that range in size from
r acre to 55 acres. Working throughout New
England for Private Owners, Municipalities,
and Federal Agencies, E.T.& L. has earned a
shining reputation for their quality landfill and
environmental projects.
R 1
rp.
a
.r .
E. T. & L. has successfully completed over sixty
major landfill closures and lined expansion
projects. The Company resume includes
environmental projects that range in size from
r acre to 55 acres. Working throughout New
England for Private Owners, Municipalities,
and Federal Agencies, E.T.& L. has earned a
shining reputation for their quality landfill and
environmental projects.
LN
E.T.& L. CORP.
Since the Company's
founding in 1945,
E.T.&L. has been successfully completing site
work for public and private clients throughout
New England. E.T.&L. can provide owners
with rapid and complete site development,
taking their project from the clearing and
grubbing stage to polishing it up with finish
landscaping. With each unique site, the
Company is ready to undertake the needs of
the project, whether they are drainage and
utility installation, earthwork, rock excavation, p
roadways, construction of stone, cast -in-place co'
precast retaining walls, culverts, bridges, or other
infrastructure features.
E.T.&L. has attained a great working relationship with many a;
of its private clients. Our professional staff has helped
owners to save money by suggesting cost saving construction methods and value engineering proposals.
In order to complete projects in a timely, efficient manner, E.T.& L. relies on their large fleet of heavy
earth moving equipment.
The list of company owned equipment
includes backhoes, bulldozers, excavators,
graders, loaders; rollers, off-highway trucks,
and cranes. A list of these machines may be
obtained upon request.
®�
E.T.&L. CORP.
Since the 196o's,
E.T.&L. has established itself as one of
Massachusetts' foremcst highwLy builders,
having constructed or-econstrvcted portions of
Interstate and State Routes 128, 95, 495, 190,
290, 140, 66, 62, 25, 8A, 2, 2A, and 1. The
Company is well known to the Massachusetts
Highway Department Es a contractor who
works statewide to build and improve the
roadways of the Commonwealth In addition to
Interstate and State highways, E.T.&L.
constructs secondary, i-ldustrial park, and
subdivision roads for rrany municipal and
private clients throughout the region.
E.T.&L. takes pride in i -s large feet of heavy earth moving and h-ghway construction equipment with
which each highway project is brought to completion on time. The company is and will remain
committed to a modern highwav system to
E.T.& L. CORP.
Whether people are traveling over them or under them,
while in a car, on a boat, or by foot, the bridges
of our cities and towns keep us connected to
each other.
E.T.&L. has participated in Massachusetts'
program for rebuilding its bridges and
infrastructure across the state, working for the
Massachusetts Highway Department, the
Massachusetts Turnpike Authority, and the
Metropolitan District Commission, as well as
municipalities and private clients. Engineering
expertise in the bridge building field makes E.T.8
most competitive in this work.
Drawing upon decades of building bridges, E.T.&
able to use this experience to assist private owner
engineers in pre -planning and design stages of a
The experience also enables E.T.&L. to offer cost
engineered alternatives for ongoing projects.
The Company performs its own demolition, earth support,
excavation, and concrete work and is able to closely control
the project cost and schedule to accommodate a particular
owner's needs. The company has built many different types of
bridges in both configuration and material. It's projects have
included structural steel and precast I-beam, arch, and box
beam bridges with single spans measuring as long as 112 feet
and overall lengths greater than 300 feet, over water, other
roadways, and active railroads.
E.T.&L. has been successfully building
bridges since the early 1970's and will
continue doing so to ensure our bridges
are safe for future generations.
Owners and engineers
prefer to deal with E.T.& L.
because they know they are doing business
with professionals. What sets E.T.& L. apart
from other medium-sized construction
companies is their talented team of
professional engineers, civil engineers,
project managers, and superintendents.
E.T.& L. also boasts an extensive equipment
fleet which is maintained by company
personnel at the Stow facility. Over the many
years, the company has acquired individuals
who remain steadfast to its goal: to have a
deserved reputation for constructing quality
projects on time, professionally, and
harmoniously with all parties involved.
(CIM), National Association of WomenIn
Construction (NAWIC) and American Road
and Transportation Builders Association
(ARTBA).The Company staff also consists of an
engineering support system of many degreed
Civil Engineers. These individuals handle
a myriad of responsibilities ranging from
estimating a project in the bid phase to project
management and purchasing upon the award
of a contract. When involved in a complex
project, these employees help bridge the gap
between the Design Engineer and the
Company's crew executing the construction
in the field.
The Company's Licensed Professional
Engineers serve as a tremendous asset. Often,
the final product of a construction project is
fully designed; however, there are many inter-
im phases during construction that require civil
engineering designs and an official stamp from
a Licensed Professional Engineer. E.T.& L. has
that in-house capability. Some of these indi-
viduals hold licenses in multiple states includ-
ing all of the New England states. This allows
the Company to utilize their expertise while
working in states outside of Massachusetts.
The Professional Engineers are members of
industry and professional organizations such as
American Society of Civil Engineers (ASCE),
Society of Women Engineers (SWE), Boston
Society of Civil Engineers (BSCE), National
Society of Professional Engineers (NSPE),
Construction Industries of Massachusetts
In any discipline of work, there is no substitute
for experience. That is what the team of
Project Superintendents at E.T.& L. bring to
the company. On his/her project, the
Superintendent is responsible for developing
the strategy, timeline, and schedule for getting
the job done. Superintendents utilize their vast
experience and knowledge to lead the crew of
skilled trades people toward their goal, which
is a quality, finished product. They are also
capable of performing layout work for their
own projects. In addition to a Construction
Supervisors License, Superintendents carry
licenses for blasting, asbestos abatement and
deleading and certifications in 4o and 8o Hour
OSHA Hazardous Waste Operations, respirator
training, worksite traffic supervision, first
aid, and CPR.
THE FOLLOWING PROJECTS WERE COMPLETED BY
E.T.& L. CONSTRUCTION CORP. AND E.T.& L. CORP.
LANDFILL PROJECTS LISTING
MARCH 2, 2007
VO.
PROJECT DESCRIPTION
CONTRACT
AMOUNT
DATE
OWNER
ENGINEER
SIZE
SOILS/SYNTHETICS
1
WESTFORD, MA
S 1,006,422
1988
TOWN OF WESTFORD
WESTON & SAMPSON ENGINEER
13 ACRES
12" CLAY 1X10 CM/SEC
FINAL CAPPING & CLOSURE
ROBERT HALPIN
MICHAEL J. HANLON
CAP
6" DRAIN LAYER 1X10" CM/SEC
WESTFORD LANDFILL
(508)692-5500
(508)532-1900
6" LOAM
2
CONCORD, MA
$ 825,470
1988
TOWN OF CONCORD
WESTON & SAMPSON ENGINEER
5 ACRES
LINER 24" 1X10-' CM/SEC
PHASE I CLOSURE
STEVE CURRAN
MICHAEL J. HANLON
LINER
24" DRAIN SAND 5X10" CM/SEC
SANITARY LANDFILL
(508)369-2398
(508)532-1900
6 ACRE CAP
CAP 12" 1X10' CM/SEC
6" DRAIN SAND & 5" LOAM
3
CANTON, MA
$ 2,238,149
1989
TOWN OF CANTON
WESTON & SAMPSON ENGINEER
26 ACRES
12" CLAY 1X10' CM/SEC
PINE STREET LANDFILL
PUBLIC WORKS
MICHAEL J. HANLON
CAP
6" LOAM
CLOSURE
PETER BOGHASSIAN
(508)532-1900
(617)821-5023
4
LITTLETON, MA
S 577,754
1989
TOWN OF LITTLETON
WESTON & SAMPSON ENGINEER
10 ACRES
12" CLAY 1X10 -'CM/SEC
SANITARY LANDFILL
DEPT. OF PUBLIC WORKS
MICHAEL J. HANLON
CAP
6" DRAIN SAND 1X10-` CM/SEC
CLOSURE
ALAN DELANEY
(508)532-1900
6" LOAM
(508)486-3778
5
AYER, MA
S 646,620
1989
U.S. ARMY CONSTRUCTION
U.S. ARMY CONSTRUCTION
9 ACRES
6" SAND CUSHION
FORT DEVENS LANDFILL
DIVISION
DIVISION
CAP
12" DRAIN SAND 1X10-' CM/SEC
CLOSURE PHASE III
PHYLLIS LOSELLE
NORMAN BLACK
6" LOAM
(508)796-2025
(508)796-3021
30 MIL PVC
6
UXBRIDGE, MA
$ 520,644
1989
TOWN OF UXBRIDGE
COX ENGINEERING CO.
7 ACRES
12" CLAY 1X10-' CM/SEC
SANITARY LANDFILL
LARRY BOMBARA
RICHARD COX, P.E.
CAP
8" DRAIN SAND 1X10-' CM/SEC
CLOSURE
(508)278-6013
(508)248-5185
4" LOAM
7
MILLBURY, MA
$ 1,071,416
1990
TOWN OF MILLBURY
CULLINAN ENGINEERING
12 ACRES
12" CLAY 1X10 -'CM/SEC
CLOSURE OF LANDFILL
BOARD OF HEALTH
JAY FINLAY
CAP
6" DRAIN SAND 1X10'' CM/SEC
NANCY LECLAIRE
(508)832-5811
6" LOAM
(508)865-4721
.
8
CARVER, MA
$ 1,163,609
1990
SEMASS PARTNERSHIP
SMITH & MAHONEY, P.C.
10 ACRES
12" CLAY 1X10' CM/SEC
CARVER-MARION-WAREHAM
JACKIE WARREN, V.P.
RAYMOND BEAUDOIN
LINER
24" DRAIN SAND 5X10' Cl
LANDFILL FACILITY
(508)291-2190
(508)463-4107
80 MIL HDPE PRIMARY
PHASE II
60 MIL HDPE SECONDARY
Landfill Listing & Summary-E.T.&
L Const. & E.T.&
L. Corp.-3-2-07.xls
1
3/12/2007
10. PROJECT DESCRIPTION
CONTRACT
AMOUNT
DATE OWNER
ENGINEER
SIZE
SOILS/SYNTHETICS
9 STURBRIDGE, MA
S 201,389
1990 TOWN OF STURBRIDGE
CULLINAN ENGINEERING
2 ACRES
12" CLAY 1X10" CM/SEC
CLOSURE OF EXISTING
CLOSURE
GREG VALITON
JAY FINLAY
CAP
6" SAND 1X10' CM/SEC
LANDFILL (CELL 1)
OXFORD, MA
(508)347-2500
(508)832-5811
1991
6" LOAM
10 QUINCY, MA
$ 441,226
1990 CITY OF QUINCY
SAIC ENGINEERS
11 ACRES
6" GRAVEL
QUINCY LANDFILL CLOSURE
CLOSURE
ROBERT FEDERICO
ROBERT CUMMINGS
CAP
40 MIL HDPE
PHASE J
WESTON, MA
(617)773-1380
(508)946-0700
1992
12" DRAIN
SANITARY LANDFILL
12" LOAM
TIGHE & BOND
10.5 ACRES
6" LOAM
11
ASHBURNHAM, MA
S
193,126
1990
TOWN OF ASHBURNHAM
17 FITCHSURGNWSTMINSTER, MA S
ASHBURNHAM LANDFILL
SANITARY LANDFILL
FITCHBURG, MA
10 ACRES
BILL BRENNEN
MIKE PARSONS
CLOSURE
Landfill Listing & Summary-E.T.& L. Const. & E.T.& L. Corp.-3-2-07.xls
(413)562-1600
(508)827-4424
12
OXFORD, MA
$
534,025
1991
TOWN OF OXFORD
STEVE BERNSTEIN
OXFORD LANDFILL
40 MIL HDPE SMOOTH & TEXTURED
(617)497-7800
DENNIS POWER
CLOSURE
12" LOAM
SEA CONSULTANTS, INC.
12.5 ACRES
(508)987-6030
13
WESTON, MA
S
1,265,755
1992
TOWN OF WESTON
SANITARY LANDFILL
12" LOAM
TIGHE & BOND
10.5 ACRES
J. WARD CARTER
RON MICHALSKI
CLOSURE
12" DRAINAGE LAYER
(413)562-1600
(617)893-7320
14
EASTHAMPTON, MA
S
893,954
1993
TOWN OF EASTHAMPTON
SANITARY LANDFILL
HDPE GAS PIPING
SEA CONSULTANTS, INC.
4.5 ACRES
JOE PIPCZYNSKI
STEVE WRIGHT
CLOSURE PHASE II
40 MIL HDPE SMOOTH & TEXTURED
(617)498-4624
(413)529-1410
15
SOUTH HADLEY, MA
$
1,075,313
1993
TOWN OF SOUTH HADLEY
ALAN KIRSCHNER
SANITARY LANDFILL
60 MIL HDPE SMOOTH & TEXTURED
(508)823-7136
GREG KEREAKOGLOW
CLOSURE PHASE 1
(413)538-5033
16 TEMPLETON, MA $
399,341 1993 TOWN OF TEMPLETON
SANITARY LANDFILL
BOARD OF HEALTH
CLOSURE PHASE II
(508)939-2377
17 FITCHSURGNWSTMINSTER, MA S
2,424,495 1994 UNITED WASTE SYSTEMS OF
SANITARY LANDFILL
FITCHBURG, MA
10 ACRES
BOB MARKT
MIKE PARSONS
(508)355-6821
Landfill Listing & Summary-E.T.& L. Const. & E.T.& L. Corp.-3-2-07.xls
SEA CONSULTANTS
4 ACRES
12" CLAY 1X10`CM/SEC
STEVE WRIGHT
CAP
6" DRAIN LAYER 5X10' CM/SEC
(617)497-7800
6" LOAM
TIGHT & BOND
10 ACRES
12" CLAY 1X10' CM/SEC
MIKE PARSONS
CAP
6" DRAIN LAYER 1X10' CM/SEC
(413)562-1600
6" LOAM
30 MIL PVC UNDER DRAIN SWALES
SEA CONSULTANTS, INC.
13 ACRES
6" BEDDING
STEVE BERNSTEIN
CAP
40 MIL HDPE SMOOTH & TEXTURED
(617)497-7800
12" DRAINAGE LAYER
12" LOAM
SEA CONSULTANTS, INC.
12.5 ACRES
6" GAS VENT/BEDDING
WILLIAM HARDY
CAP
40 MIL HDPE SMOOTH & TEXTURED
(203)563-7775
12" DRAINAGE LAYER
12" LOAM
TIGHE & BOND
10.5 ACRES
6" GAS VENT/BEDDING
RON MICHALSKI
CAP
12" DRAINAGE LAYER
(413)562-1600
12' LOAM
GEOCOMPOSITE CLAY LINER
BENTOFIX
HDPE GAS PIPING
SEA CONSULTANTS, INC.
4.5 ACRES
6" GAS VENT/BEDDING
STEVE WRIGHT
CAP
40 MIL HDPE SMOOTH & TEXTURED
(617)498-4624
12" DRAINAGE LAYER
12" LOAM
DEFEO, WAIT & PARE, INC.
9 ACRES
24" CLAY 1.0 X 10"' CM/SEC
ALAN KIRSCHNER
LINER
60 MIL HDPE SMOOTH & TEXTURED
(508)823-7136
18" 1.0X10` CM/SEC SAND
2 3/12/2007
22 SALEM, MA
GTE GLASS LANDFILL
CLOSURE
S 1,255,476 1995 GTE OPERATION SUPPORT, INC. GZA GEOENVIRONMENTAL
ALBERT LELIS JR. ED HAWKINS, P.E.
(203)965-2145 (603)623-3600
23 ATHOL, MA S 1,258,496 1996 TOWN OF ATHOL
WEST ROYALSTON ROAD PAUL O. HADSEL P.E., PLS
LANDFILL (508)249-4542
24 NORTH BROOKFIELD, MA
EAST BROOKFIELD
LANDFILL CLOSURE
TATA & HOWARD, INC.
PAUL SIROIS, P.E.
(508)366-5760
$ 583,311 1996 TOWN OF NORTH BROOKFIELD COX ENVIRONMENTAL
DONALD SMITH RICHARD COX, P.E.
(508)867-7866 (508)248-5185
6 ACRE CAP 6" GAS VENT SAND
4 ACRE SAL112" VEGETATIVE LAYER
MARSH 6" TOPSOIL
RESTORATIC 40 MIL HDPE GEONET
GEOCOMPOSITE
10 OZ. GEOTEXTILE
17 ACRE CAP 6" GAS VENT SAND
24" FIBER CLAY 1.0X10" CM/SEC
9" DRAINAGE SAND
6" TOPSOIL
ERVING PAPER SLUDGE
FIBER CLAY
9 ACRE CAP 6" INTERMEDIATE COVER
FINAL CAP 6" GAS VENT SAND
40 MIL HDPE LINER
6" DRAIN LAYER
6" VEG. SUPPORT LAYER
6" TOPSOIL
Landfill Listing & Summary-E.T.& L. Const. & ET.& L. Corp.-3-2-07.xls 3 3/12/2007
CONTRACT
10,
PROJECT DESCRIPTION
AMOUNT
DATE
OWNER
ENGINEER
SIZE
SOILS/SYNTHETICS
18
WORCESTER, MA
S
859,701
1994
CITY OF WORCESTER DPW
CULLINAN ENGINEERING
10 ACRES
18" CLAY 1.0X10" CM/SEC
LANDFILL CLOSURE
MIKE CAFORIO
LLOYD BRISTOL
FINAL CAP
6" SAND 1.0X10" CM/SEC
19
LUDLOW, MA
S
1,676,178
1994
TOWN OF LUDLOW
DUFRESNE-HENRY
22 ACRES
6" GAS VENT SAND
LANDFILL CLOSURE
BOARD OF PUBLIC WORKS
JACK SPANBAUER
FINAL CAP
40 MIL HDPE LINER
THOMAS HALUCH
(413)773-3642
12' DRAIN SAND
(413)583-5625
6" LOAM
40 MIL HDPE TEXTURED
20
NORTHAMPTON, MA
$
3,418,311
1995
CITY OF NORTHAMPTON
DUFRESNE-HENRY
22 ACRES
6" GAS VENT SAND
LANDFILL CLOSURE AND
BOARD OF HEALTH
JACK SPANBAUER
CAP &
24" CLAY 1X10"
PHASE 3 EXPANSION
PETER MCERLAIN
(413)773-3642
7 ACRE
40/60 MIL HDPE TEXTURED
(413)586-6950 EXT. 213
LINER
12"/18" DRAINAGE SAND
12" TOPSOIL
60 MIL HDPE SMOOTH
HDPE GAS PIPING
21
WARREN, MA
$
405,855
1995
TOWN OF WARREN
COX ENVIRONMENTAL
2 ACRES
24" CLAY 1.0X10"' CM/SEC
PHASE II EXPANSION
BOARD OF HEALTH
RICHARD COX, P.E.
LINER
18" DRAINAGE SAND
(413)436-5708
(508)248-5185
60 MIL HDPE TEXTURED
60 MIL HDPE SMOOTH
22 SALEM, MA
GTE GLASS LANDFILL
CLOSURE
S 1,255,476 1995 GTE OPERATION SUPPORT, INC. GZA GEOENVIRONMENTAL
ALBERT LELIS JR. ED HAWKINS, P.E.
(203)965-2145 (603)623-3600
23 ATHOL, MA S 1,258,496 1996 TOWN OF ATHOL
WEST ROYALSTON ROAD PAUL O. HADSEL P.E., PLS
LANDFILL (508)249-4542
24 NORTH BROOKFIELD, MA
EAST BROOKFIELD
LANDFILL CLOSURE
TATA & HOWARD, INC.
PAUL SIROIS, P.E.
(508)366-5760
$ 583,311 1996 TOWN OF NORTH BROOKFIELD COX ENVIRONMENTAL
DONALD SMITH RICHARD COX, P.E.
(508)867-7866 (508)248-5185
6 ACRE CAP 6" GAS VENT SAND
4 ACRE SAL112" VEGETATIVE LAYER
MARSH 6" TOPSOIL
RESTORATIC 40 MIL HDPE GEONET
GEOCOMPOSITE
10 OZ. GEOTEXTILE
17 ACRE CAP 6" GAS VENT SAND
24" FIBER CLAY 1.0X10" CM/SEC
9" DRAINAGE SAND
6" TOPSOIL
ERVING PAPER SLUDGE
FIBER CLAY
9 ACRE CAP 6" INTERMEDIATE COVER
FINAL CAP 6" GAS VENT SAND
40 MIL HDPE LINER
6" DRAIN LAYER
6" VEG. SUPPORT LAYER
6" TOPSOIL
Landfill Listing & Summary-E.T.& L. Const. & ET.& L. Corp.-3-2-07.xls 3 3/12/2007
CONTRACT
JO.
PROJECT DESCRIPTION
AMOUNT DATE
OWNER
ENGINEER
SIZE
SOILS/SYNTHETICS
25
OAKHAM, MA
$ 276,073 1996
TOWN OF OAKHAM
COX ENVIRONMENTAL
3 ACRE
6" INTERMEDIATE COVER
SOUTH ROAD LANDFILL
BOARD OF HEALTH
RICHARD COX, P.E.
FINAL CAP
6" GAS VENT SAND
CLOSURE
WILLIAM PAYNE
(508)248-5185
40 MIL HDPE LINER
(508)882-5549
6" DRAIN LAYER
26
HUDSON, MA
S 888,334 1996
RESOURCE CONTROL, INC.
GZA GEOENVIRONMENTAL
DESIGN BUIL
6" GAS VENT SAND
HUDSON ROAD
HUDSON
STEVE TRETTEL, P.E.
8 ACRE
40 MIL HDPE TEXTURED
DESIGN/BUILD LANDFILL
JOHN FARESE
JOHN DESTEFANO, P.E.
FINAL CAP
12" DRAINAGE LAYER
(413)539-9036
(617)969-0050
1 ACRE
6" TOPSOIL
EXPANSION
CELL
27
SUTTON, MA
$ 817,150 1996
TOWN OF SUTTON
COX ENVIRONMENTAL
9.38 ACRE
6" INTERMEDIATE COVER
STONE SCHOOL ROAD
BOARD OF SELECTMEN
RICHARD COX, P.E.
FINAL CAP
40 MIL HDPE
LANDFILL CLOSURE
RAYMOND SMITH
(508)248-5185
12" DRAINAGE SAND
(508)865-8727
6" TOPSOIL
28
FITCHBURG/WESTMINSTER, MA
$ 937,497 1996
UNITED WASTE SYSTEMS
MAOUIRE GROUP
11.8 ACRE
9" GAS VENT
RTE 31
RCI-FITCHBURG
JAN GREENWOOD P.E.
FINAL CAP
40 MIL HDPE
PARTIAL CLOSURE I
JOHN FARESE
(508)543-1700
9" DRAIN SAND
(413)539-9036
6" TOPSOIL
29
BARNSTABLE, MA
$ 2,499,961 1996/
TOWN OF BARNSTABLE
STEARNS & WHEELER LLC
55 ACRE
40 MIL LLDPE
FLINT STREET
1997
MARK ELLS
MIKE JOUSEN
FINAL CAP
GEOCOMPOSITE
FINAL CLOSURE
(508)790-6300
(315)655-8161
DRAINAGE NET
30
WESTFIELD, MA
S 3,817,285 1997
CITY OF WESTFIELD
TIGHE & BOND
45 ACRE
6" GAS VENT SAND
SANITARY LANDFILL
BOARD OF HEALTH
MICHAEL PARSONS, P.E.
FINAL CAP
40 MIL HDPE
CLOSURE
DANIEL REARDON
DANA HUFF, P.E.
12" DRAIN SAND
(413)572-6212
(413)562-1600
12" TOPSOIL
HDPE GAS PIPING
31
NASHUA, NH
$ 110,875 1997
STATE OF NEW HAMPSHIRE
METCALF & EDDY SERVICES, INC
1 ACRE
6" GAS VENT SAND
GILSON RD. SUPERFUND SITE
PAUL HEIRTZLER, P.E.
JOHN FRITSCH
FINAL CAP
40 MIL LLDPE LINER
FINAL LANDFILL CLOSURE
(603)271-3503
(603)882-3343
9" DRAINAGE SAND
9" TOPSOIL
32
NORTHAMPTON, MA
$ 195,567 1997
COMMONWEALTH OF MASS
CAMP, DRESSER & MCKEE, INC.
1 ACRE
REMOVE 1500 TONS OF TPH SOILS
BURTS PIT ROAD LANDFILL
DEPT. OF FOOD&AGRICULTURE
WILLIAM R. SWANSON
FINAL CAP
6" DRAINAGE SAND
HAZARDOUS WASTE
BARBARA HOBSON
(617)252-8000
6" TOPSOIL
REMOVAL & CAPPING
(508)792-7712
Landfill Listing & Summary -ET
.& L. Const. & E.T.& L. Corp.
-3-2-07 As
4
3/12/2007
Landfill Listing & Summary -E T.& L. Const. & E.T.& L. Corp. -3-2-07 As 5 3/12/2007
CONTRACT
10.
PROJECT DESCRIPTION
AMOUNT
DATE OWNER
ENGINEER
SIZE
SOILS/SYNTHETICS
33
BRIMFIELD, MA
S 83,944
1997 COMMONWEALTH OF MASS
ALMER HUNTLEY JR. & ASSOC.
0.5 ACRE
6" INTERMEDIATE COVER
BRIMFIELD STATE FOREST
DEPT. OF ENVIRONMENTAL
REBECCA L. SHERER, P.E.
FINAL CAP
6" GAS VENT SAND
DEARTH HILL ROAD LANDFILL
MANAGEMENT
(413)584-7444
BENTOMAT "ST" G.C.L.
FINAL CLOSURE
JUDITH O'KULA
6" DRAINAGE SAND
(413)545-5757
34
BELCHERTOWN, MA
S 781,577
1997 TOWN OF BELCHERTOWN
TIGHE & BOND, INC.
8 ACRES
6" GAS VENT SAND
HAMILTON STREET SANITARY
GARY BROUGHAN
DANA HUFF, P.E.
FINAL CAP
40 MIL HDPE
LANDFILL CLOSURE
(413)323-0415
(413)572-3244
12" DRAINAGE SAND
8" TOPSOIL
SEEDING WITH BONDED FIBER
MATRIX
35
BRIMFIELD, MA
S 374,574
1997 TOWN OF BRIMFIELD
DUFRESNE-HENRY, INC.
6 ACRES
6" INTERMEDIATE COVER
BRIMFIELD LANDFILL
BOARD OF HEALTH
JACK SPANBAUER, P.E.
FINAL CAP
12" 1.0X10' CM/SEC CLAY
FINAL LANDFILL CLOSURE
GERARD MORIN
(413)773-3642
6" TOPSOIL
(413)245-4106
36
SOUTHBRIDGE, MA
$ 368,945
1997 AMERICAN OPTICAL CORP.
RIZZO ASSOCIATES, INC.
3.5 ACRES
6" GAS VENT SAND
AMERICAN OPTICAL LANDFILL
DAVID G. BUTLER
MARK NEGROTTI, P.E.
FINAL CAP
12" 1.0X100 CM/SEC CLAY
MECHANIC STREET
(508)765-2030
(508)651-3401
6" DRAINAGE SAND
FINAL LANDFILL CLOSURE
6" TOPSOIL
37
WARE, MA
$ 960,373
1997 TOWN OF WARE
COX ENVIRONMENTAL
12 ACRES
6" INTERMEDIATE COVER
WARE SANITARY LANDFILL
BOARD OF HEALTH
RICHARD COX, P.E.
FINAL CAP
6" GAS VENT SAND
FINAL CLOSURE
(413)967-9615
(508)248-5185
40 MIL HDPE
12" DRAINAGE SAND
6" TOPSOIL
38
PALMER. MA
S 1,056,119
1997 TOWN OF PALMER
TIGHE & BOND INC.
12 ACRES
6" GAS VENT SAND
EMERY STREET LANDFILL
BOARD OF SELECTMEN
MICHAEL PARSONS, P.E.
FINAL CAP
40 MIL HDPE
CLOSURE
(413)283-2603
(413)562-1600
12" DRAINAGE SAND
12" TOPSOIL
39
BILLERICA, MA
S 661,512
1997 BAKER COMMODITIES, INC.
CUSHING, GOINS & KIRSCHNER
4.3 ACRES
6" SUBGRADE LAYER
BAKER COMMODITIES
JOE HUELSMAN, G.E.
BILL GOODMAN
FINAL CAP
6" GAS VENT SAND 1.0X10-' CM/SEC
LANDFILL CLOSURE
(978)454-8811
(508)923-0879
40 MIL HDPE
12" 1.0X10" CM/SEC DRNG SAND
6" VEGETATIVE SUPPORT LAYER
6" TOPSOIL
40
NORWOOD. MA
S 1,286,558
1997 NORWOOD PCB SUPERFUND
GZA GEOENVIRONMENTAL, INC.
6 ACRES
12" DENSE GRADED STONE
NORWOOD PCB SUPERFUND
SITE REMEDIATION TRUST
PAT SHEEHAN
CAP & COVER
6" BITUMINOUS CONCRETE PAVING
SITE CLOSURE
& 921 INC.
(617)969-0050
JOE LAHAM
Landfill Listing & Summary -E T.& L. Const. & E.T.& L. Corp. -3-2-07 As 5 3/12/2007
to PROJECT DESCRIPTION
41 NATICK, MA
LANDFILL CLOSURE SITE
PREPARATION
42 SUTTON. MA
TRANSFER STATION /
RECYCLING FACILITY
CONTRACT
AMOUNT DATE OWNER
5 477,671 1997 TOWN OF NATICK
5 368,529 1997 TOWN OF SUTTON
MICHAEL BOYNTON
TOWN ADMINISTRATOR
(508)865-8720
43
CHICOPEE, MA
S
146,971
1997
WASTE MANAGEMENT INC.
(508)366-5760
M.T. SULLIVAN LANDFILL
CULLINAN ENGINEERING
4 ACRE SITE
KEN SMITH, P.E.
DAVID M. MOREIRA
(508)832-5811
DEMONSTRATION PROJECT
60 MIL HDPE
(617)969-0050
(603)929-3443
44
WEST BROOKFIELD, MA
S
655,213
1998
WEST BROOKFIELD
LANDFILL CAP AND
BOARD OF HEALTH
EXPANSION
JOHN C. FRUZZIL
(508)867-1404
45
NEEDHAM. MA
S
3,229,081
1998
TOWN OF NEEDHAM
LANDFILL CAP
KRISTINE CARBONNEAU
(781)455-7597
46
GR.ANBY, MA
$
498,836
1998
USA WASTE OF S. HADLEY
LANDFILL EXPANSION
ROBERT MAGNUSSON
(413)599-9036
47
SUNDERLAND, MA
S
387,890
1998
TOWN OF SUNDERLAND
LANDFILL CAP
BOARD OF SELECTMEN
(413)665-1442
48
SUCKLAND, MA
S
881,857
1998
TOWN OF BUCKLAND
LANDFILL CAP
PAULA HARRISON
(413)625-6330
49 SOUTHBRIDGE. MA S 228,270 1998 WOOD RECYCLING
LANDFILL EXPANSION MARK PAULINO
(978)535-4144
Landfill Listing & Summary -ET.& L. Const, & ET.& L. Corp. -3-2-07.x15
ENGINEER
SIZE SOILS/SYNTHETICS
TATA & HOWARD INC.
30 ACRE SITE 6" SUBGRADE LAYER
PAUL SIROIS, P.E.
60,000 CY CA/T EXCAVATE MAT'L
(508)366-5760
6" LOAM
CULLINAN ENGINEERING
4 ACRE SITE
KEN SMITH, P.E.
GEOSYNTHETIC CLAY LINER
(508)832-5811
CELL
6
RUST ENVIRONMENTAL &
INFRASTRUCTURE
ALAN BENEVIDES, P.E., L.S.P.
(781)229-2302
COX ENVIRONMENTAL
RICHARD COX, P.E.
(508)248-5185
0.5 ACRE ABC SUBGRADE SOIL
12" GLASS CULLET
24" PAPER SLUDGE
12" GLASS CULLET
12' BIOSOIL
8 ACRE CAP 40 MIL HDPE
5 ACRE EXP. 60 MIL HDPE
24" CLAY 1X10"' CM/SEC
WESTON & SAMPSON ENGINEER
35 ACRES
40 MIL HDPE
MICHAEL SCIPIONE, P.E.
FINAL CAP
12" DRAINAGE LAYER
(508)532-1900
6" LOAM
8" LOAM
GZA GEOENVIRONMENTAL, INC.
5 ACRES
GEOSYNTHETIC CLAY LINER
STEVE TRETTLE. P.E.
CELL
60 MIL HDPE
(617)969-0050
12' CLAY 1X10" CM/SEC
18" DRAINAGE LAYER
DUFRESNE-HENRY
JACK SPANBAUER
(413)773-3642
EARTH TECH., INC.
NANNETTE GUSTAFSON
(978)371-4118
LYNNFIELD ENGINEERING, INC.
ROBERT PAPPALARDO
(978)777-7250
4 ACRES 40 MIL HDPE
FINAL CAP 6" GAS VENT LAYER
12" DRAINAGE LAYER
9" LOAM
6.4 ACRES
40 MIL LLDPE
FINAL CAP
6" GAS VENT LAYER
12' DRAINAGE LAYER
6" LOAM
6" VEGETATIVE SUPPORT
4 ACRES
24"1.0X10"'CLAY
CELL
60 MIL HDPE
18" 1.0X10"` SAND
51 ,ATTLEBORO, MA 5
POND S I REET SLUDGE
LANDFILL PHASE I CLOSURE
52 ENFIELD, CT
SLUDGE LANDFILL CLOSURE
53 BELCHERTOWN, MA
DISPOSAL AREAS
STATE SCHOOL
54 WESTHAMPTON. MA
LANDFILL CLOSURE
55 BRISTOL. RI
SANITARY LANDFILL CLOSURE
SOUTHWEST AREA, PHASE III
AREA2
638,874 1999 CITY OF ATTLEBORO CAMP, DRESSER & MCKEE, INC. 3.5 ACRES 6" GAS VENT SAND
PURCHASING DEPARTMENT STEVEN CALLAHAN FINAL CAP 40 & 60 MIL HDPE
(508)223-2222 (617)252-8338 12" DRAINAGE SAND
8" TOPSOIL
S 1,503,015
CONTRACT
FUSS & O'NEIL INC.
27 ACRES
24" THICK SLUDGE COMPOST
10. PROJECT DESCRIPTION
AMOUNT
DATE OWNER
ENGINEER SIZE
SOILS/SYNTHETICS
50 BLACKSTONE, MA
S 1,079,400
1998 TOWN OF BLACKSTONE
CUSHING, GOINS & KIRSCHNER 1 11.7 ACRES
6" GAS VENT SAND
LANDFILL CAP
1999 DIV. OF CAPITAL ASSET MGMT.
JACKIE MINER
GERRY CUSHING FINAL CAP
40 MIL HDPE
GZA GEOENVIRONMENTAL, INC.
SCOTT BAUM
(508)883-1500
(508)923-0879
12" 1.0X10' SAND
(781)551-0656
(617)727-4030 EXT.485
(617)497-7800
7
12" VEGETATIVE LAYERS
51 ,ATTLEBORO, MA 5
POND S I REET SLUDGE
LANDFILL PHASE I CLOSURE
52 ENFIELD, CT
SLUDGE LANDFILL CLOSURE
53 BELCHERTOWN, MA
DISPOSAL AREAS
STATE SCHOOL
54 WESTHAMPTON. MA
LANDFILL CLOSURE
55 BRISTOL. RI
SANITARY LANDFILL CLOSURE
SOUTHWEST AREA, PHASE III
AREA2
638,874 1999 CITY OF ATTLEBORO CAMP, DRESSER & MCKEE, INC. 3.5 ACRES 6" GAS VENT SAND
PURCHASING DEPARTMENT STEVEN CALLAHAN FINAL CAP 40 & 60 MIL HDPE
(508)223-2222 (617)252-8338 12" DRAINAGE SAND
8" TOPSOIL
S 1,503,015
1999 TOWN OF ENFIELD
FUSS & O'NEIL INC.
27 ACRES
24" THICK SLUDGE COMPOST
ROBERT H. GRIFFIN, P.E.
CARLO BONAVITO
DEAN AUDET, P.E.
10 ACRES OFF
EARTH CAP
S 579,871 1999 CHICOPEE PURCHASING DEPT,
(860)272-1142
(860)646-2469
CAP
6' TOPSOIL
$ 300,059
1999 DIV. OF CAPITAL ASSET MGMT.
SEA CONSULTANTS
3 ACRES
REMOVAL OF CONTAMINATED
GZA GEOENVIRONMENTAL, INC.
SCOTT BAUM
MICHAEL CLARK, P.E.
FINAL CAP
SOILS AND SOIL CAPPING
(781)551-0656
(617)727-4030 EXT.485
(617)497-7800
7
5 424,876
1999 TOWN OF WESTHAMPTON
DUFRESNE-HENRY
5.5 ACRES
6" GAS VENT 10
JOHN FACKERY
JAMES LAURILA, P.E.
FINAL CAP
40 MIL HDPE
(413)527-0463
(413)773-3642
12" DRAINAGE SAND 10-`
8" TOPSOIL
$ 851,005
1999 TOWN OF BRISTOL, RI
BETA ENGINEERING, INC.
4 ACRES
6" GAS VENT SAND 10'
RICHARD RUGGERIO
JEFF SILVA
FINAL CAP
GCL
(401)253-7000
(617)255-1982
12" DRAINAGE SAND 10"'
9" TOPSOIL
56 PUTNAM. CT
5 1,866,171 1999 TOWN OF PUTNAM, CT
GRIFFIN ENGINEERING GROUP, L
MSW LANDFILL CAP
DANIELS. ROVERO, MAYOR
ROBERT H. GRIFFIN, P.E.
(860)963-6800
(978)927-5111
57 CHICOPEE, MA
S 579,871 1999 CHICOPEE PURCHASING DEPT,
VANASSE HANGEN BRUSTLIN IN(
DELTA HILLS LANDFILL
BRIAN SALAMON
MARK RICHARDS
ROBBINS ROAD
(413)594-1556
(617)924-1770
58 WALPOLE, MA
S 1,100,985 1999 CERTAINTEED
GZA GEOENVIRONMENTAL, INC.
BIRD LANDFILL CLOSURE
DAVID LABELLE, MANAGER
ANDERS B. BJARNGARD, P.E.
MERCHANT'S WAY
(781)551-0656
(617)630-6336
Landfill Listing & Summary -ET .& IF Const. & E.T.& L. Corp.-3-2-07.xis
7
12 ACRES
6" GAS VENT SAND 10"'
FINAL CAP
GCL/CLAY 10'
60 MIL LLDPE
12" DRAINAGE SAND 10"
8" TOPSOIL
9 ACRES
12" CLAY 10"
FINAL CAP
6" DRAINAGE SAND
6" TOPSOIL
10 ACRES 6" DAILY COVER
FINAL CAP 6" GAS VENT SAND
40 MIL HDPE
12" DRAINAGE SAND
9" SUBSOIL
6" TOPSOIL
3/12/2007
10. PROJECT DESCRIPTION
CONTRACT
AMOUNT
DATE OWNER
ENGINEER
55 BERNARDSTON, MA S
864,453
2000 TOWN OF BERNARDSTON
OMNI ENVIRONMENTAL
LANDFILL CLOSURE
CAMP DRESSER & McKEE, INC.
RICHARD STEWARD
JIM SPENCER
LEE STORRS
FINAL CAP
(413)648-5401
(413)256-0394
d0 PLAINVILLE MA S
22,448
2000 GSE LINING TECHNOLOGY, INC.
ALLIED PLAINVILLE LANDFILL
RONALD ZUNKER, JR., P.E.
ACTIVE GAS FLARE SYSTEM
(800)435-2008
61 GARDNER. MA
LANDFILL EXPANSION
62 NORTHAMPTON, MA
LANDFILL EXPANSION
S 2,896,946 2000 CITY OF GARDNER
BERNARD SULLIVAN
(978)630-4013
5
63 EAST HARTFORD, CT S
WESTERN LANDFORM CLOSURE
64 UXBRIDGE, MA S
WASTEWATER TREATMENT
FACILITY RESIDUALS LANDFILL
CLOSURE
65 WEBSTER, MA $
REPAIRS TO WWTP RESIDUALS
LANDFILL
1,508,435 2000 CITY OF NORTHAMPTON
PETER MCERLAIN
(413)587-1214
1,751,675 2001 TOWN OF EAST HARTFORD
JACK MARTIN
(860)291-7270
662,772 2001 TOWN OF UXBRIDGE
LARRY BOMBARA
(508)278-8616
207,506 2002 TOWN OF WEBSTER
MARK STANKIEWICZ
(508)949-3800
66 EASTON, MA 5 2.390,200 2002 TOWN OF EASTON
LANDFILL CLOSURE WAYNE SOUTHWORTH
(508)476-4000
CUSHING, GOINS & KIRSCHNER
GERALD CUSHING, P.E.
(508)923-0879
DUFRESNE-HENRY, INC.
JAMES LAURILA, P.E.
(413)773-3642
STEARNS & WHELER, LLC
(315)655-8161
SIZE SOILS/SYNTHETICS
8 ACRES 6" GAS VENT SAND 10"
FINAL CAP 40 MIL HDPE LINER
GEOCOMPOSITE DRAINAGE NET
6-12" DRAINAGE SAND 10"'
6" SUBSOIL LAYER
6" TOPSOIL LAYER
REPAIR OF GAS VENTS AND BOOTS
DUE TO SETTLEMENT
10 ACRES 12" BEDDING LAYER
CELL 12" 1X10' CM/SEC CLAY
GCL
40 MIL HDPE LINER
GEOCOMPOSITE DRAINAGE NET
60 MIL HDPE
18" 1X10' CM/SEC SAND
7 ACRES GCL
CELL 60 MIL HDPE
18" 1X102 CM/SEC DRAINAGE SAND
17 ACRES 6" 1X10' CM/SEC SAND
FINAL CAP 30 MIL LLDPE
18" 1X10" CM/SEC SAND
6" TOPSOIL
BETA GROUP, INC. 3.5 ACRES 6" 1x10"' CM/SEC SAND
SEAN SCULLY FINAL CAP 40 MIL HDPE
(781)255-1982 12" 1x10"2 CM/SEC SAND
12" TOPSOIL
12" 1x10" CM/SEC CLAY
CAMP DRESSER & McKEE, INC.
1.5 ACRES
30 MIL PVC
TOM HENAGHEN
CELL LINER
12" 1 x 10" CM/SEC SAND
(617)452-6658
REPAIR
CAMP DRESSER & McKEE, INC.
20 ACRES
LANDFILL REPAIR
LEE STORRS
FINAL CAP
4" 1X10"` GAS VENT SAND
(617)452-6725
40 MIL HDPE LINER
12" 1X10` DRAIN LAYER SAND
ACTIVE GAS FLARE SYSTEM
Landfill Listing & Summary -ET.& L Const. & ET.& L. Corp.-3-2-07.xls $ 3/12/2007
CONTRACT
!O.
PROJECT DESCRIPTION
AMOUNT
DATE OWNER
ENGINEER _
SIZE
SOILS/SYNTHETICS
i7
BOURNE, MA S
1,543,662
2003 TOWN OF BOURNE
SITEC ENVIRONMENTAL
4.3 ACRES
12' 1.0 x 10 CM/SEC CLAY
LANDFILL EXPANSION
DAN BARRETT
RAYMOND QUINN, P.E.
CELL
60 MIL GCL HDPE SECONDARY LINER
(508)759-0615
(781)319-0100
DRAINAGE NET
60 MIL HDPE PRIMARY DRAIN
18 " 1.0 x 10 ` Cl SAND
38
SOUTH HADLEY, MA S
4,279,323
2003 WSI OF SOUTH HADLEY
TIGHE & BOND
10 ACRES
6" GAS VENT SAND GCL LINER
LANDFILL CLOSURE
ANGELO ORTISI
DORIS ATKINSON
FINAL CAP
12" 1.0 x 10" CM/SEC DRAIN. LAYER SAND
AND EXPANSION
(860)983-0727
(413)572-3238
12" TOPSOIL LAYER
9 ACRES
12" 1.0 x 10"' CM/SEC CLAY
EXPANSION
CELL
GCL LAYER
60 MIL HDPE LINER
DRAINAGE NET
60 MIL HDPE LINER
DRAINAGE NET
18" 1.0 x 1V Cl DRAIN. SAND
69
BRISTOL, RI S
3,655,590
2003 TOWN OF BRISTOL
BETA GROUP, INC.
18.5 ACRES
6" GCL BEDDING LAYER
FINAL LANDFILL CLOSURE
10 COURT STREET
315 NORWOOD PARK SOUTH
FINAL CAP
GEOSYNTHETIC CLAY LINER
BRISTOL, RI 02809
NORWOOD, MA 02062
12" DRAINAGE SAND LAYER
(401)253-4100
GERARD MAGNON, P.E.
6" VEGATATIVE SUPPORT LAYER
(781)255-1982
70
GRANBY. MA S
4,382,887
2004 WASTE MANAGEMENT
GOLDER ASSOCIATES INC.
11 ACRE CELL
18" SUBGRADE LAYER
HOLYOKE SANITARY LANDFILL
4 LIBERTY LANE WEST
540 NORTH COMMERCIAL STREE
6 ACRE CAP
GEOSYNTHETIC CLAY LINER/DRAINAGE NET
VERTICAL EXPANSION & CLOSURE
HAMPTON, NH 03842
MANCHESTER, NH 03101-1146
60 MIL HDPE/DRAINAGE NET
BOB MAGNUSSON, P.E
RICH WESENBERG
1.0 X 10' CM/SEC, DRAIN SAND
(603)929-5435
(603)668-0880
CAP j
r18"
1.0 X 10 ' CM/SEC. SAND
40 MIL HDPE
71
WORCESTER, MA S
1,532,586
2004 CITY OF WORCESTER
CULLINAN ENGINEERING CO., IN(
10 ACRES
6" GAS VENT SAND
BALLARD STREET LANDFILL
455 MAIN STREET
200 AUBURN STREET
40 MIL HDPE
CAPPING PROJECT
WORCESTER, MA
AUBURN, MA
12" DRAINAGE SAND
MICHAEL CAFORIO
KEN SMITH
12" GRAVEL 112" TOPSOIL
(508)832-5811
72
BOURNE. MA $
2,710,000
2004 TOWN OF BOURNE
SITEC ENVIRONMENTAL
6 ACRES
12" -1.0 X 10' CM/SEC CLAY
LANDFILL EXPANSION,
DAN BARRETT
RAYMOND QUINN, P.E.
CELL
GCUDRAINAGE NET
PHASE 2A/3.A, STAGE 1
(508)759-0615
(781)319-0100
60 1 HDPE LINER
DRAINAGE NET
60 MIL HDPE LINER
18" 1.0 X 10"` CM/SEC DRAINAGE SAND
73
TRI-TOVdN LANDFILL CLOSURE S
1,247,420
2005 TOWN OF HEATH
SEA CONSULTANTS, INC.
6 ACRES
6" GAS VENT SAND
TOWNS OF HEATH. CHARLEMONT
GLORIA FISCHER
CENTURY EXECUTIVE PARK
CAP
40 ML HDPE LINER
AND HAWLEY, MA
(413) 337-4934
200 CORPORATE PLACE
12" DRAINAGE SAND
ROCKY HILL, CT 06067
8" VEGETATIVE SUPPORT
(866) 378-9712 X 134
MR. JOHN NOLAN
Landfill Listing & Summary -ET .&
L Const. & E.T.&
L. Corp.-3-2-07.xls
9
3112/2007
CONTRACT
10. PROJECT DESCRIPTION AMOUNT DATE OWNER ENGINEER SIZE SOILS/SYNTHETICS
74 ELKS LANDFILL CLOSURE
CHICOPEE
75 SOUTH HADLEY LANDFILL
CELL 2A CONSTRUCTION
76 FRONT LANDFILL CLOSURE
AND REUSE PLAN. AND
PREPARATION OF PUBLIC
WORKS AREA
BROOKLINE, MA
77 ROSE HILL LANDFILL
PHASE II LANDFILL CLOSURE
SOUTH KINGSTOWN. RI
TOTAL ALL PROJECTS
S 3,500,000 2005
S 1,806,250 2005
3
64,
PARTYKA RESOURCE MGMT
495 SPRINGFIELD ST
CHICOPEE, MA 01013
MR. JOHN KRZEMINSKI
(413)592-0527
ELKS LODGE BPOE NO. 1849
431 GRANBY ROAD
CHICOPEE, MA 01013
SOUTH HADLEY LANDFILL, INC.
12 INDUSTRIAL DRIVE
SOUTH HADLEY, MA 01075-2622
ANGELO ORTISI
(860)983-0727
7,308,848 2006 TOWN OF BROOKLINE
PUBLIC WORKS DEPARTMENT
333 WASHINGTON STREET
BROOKLINE, MA 02445
(617)730-2139
MR. A. THOMAS DEMAIO
COMMISSIONER - PUBLIC WORKS
MR. PETER DITTO, P.E.
DIRECTOR OF ENGINEERING
8,636,800 2006 STATE OF RHODE ISLAND
DEPT. OF ENVIRONMENTAL
MANAGEMENT
235 PROMENADE STREET
PROVIDENCE, RI 02908
GARYJABLONSKI
401-222-2797
S 106,178,755
SEA CONSULTANTS, INC.
485 MASSACHUSETTS AVE
CAMBRIDGE, MA 02139
STEPHEN E. WRIGHT, P.E.
(617) 498-4624
TIGHE & BOND
WESTFIELD EXECUTIVE PARK
53 SOUTHAMPTON ROAD
WESTFIELD, MA 01085
DORIS ATKINSON
(413)572-3238
16 ACRES 6" GAS VENT SAND
CAP 40 ML HDPE LINER
12" DRAIN LAYER
9" VEGETATIVE COVER
6 ACRES 6" GAS VENT SAND
CELL 12" -1.0 X 10"' CM/SEC CLAY
60 MIL HDPE LINER
GCL LAYER
DRAINAGE NET
60 MIL HDPE LINER
DRAINAGE NET
18" DRAINAGE SAND
CAMP DRESSER & MCKEE INC. 17.4 ACRES
ONE CAMBRIDGE PLACE,
50 HAMPSHIRE STREET
CAMBRIDGE, MA 02139
617-452-6000
DANIE'_ MURPHY
CONSTRUCTION COORDINATOR
MACTI--C ENGINEERING AND
CONSULTING INC.- DESIGNER
THE LOUIS BERGER
GROUP, INC, - CONSULTANT
295 PROMENADE STREET
PROVIDENCE, RI 02908
CHRISTOPHER FEENEY, P.E.
(401)521-5980
6" GAS VENT SAND
40 ML HDPE LINER
12" DRAIN LAYER
8" TOPSOIL
21 ACRES 6" GAS VENT SAND
60 ML HDPE LINER
GEOSYNTHETIC CLAY LINER
60,000 CY LOW PERMEABILITY SOIL
GEOCOMPOSITE DRAINAGE NET
TOTALACREAGE 863 ACRES
Landfill Listing & Summary-E.T.& L. Const. & E.T.& L. Corp.-3-2-07.xis 10 3/12/2007
E.T.ax L. Construction Corp.
Garry P. Balboni, P.E.
Vice President and Clerk
Garry P. Balboni, P.E.
Vice President and Clerk
PROFESSIONAL 1986 to Present E.T.& L. CONSTRUCTION CORP. Vice President and Clerk
EXPERIENCE: 1998 to Present E.T.& L. CORP. —Vice President and Clerk
1998 to Present COUNTY LINE LEASING, INC. —Vice President and Clerk
Responsible for overseeing all engineering, estimating, and field construction
operations by the Corporation for all state, municipal, private clients, Federal
agencies. E.T.& L. has constructed dams, roads, highways, and bridges
throughout the Commonwealth and completed site developments for many top
New England companies. Since 1988, E.T& L. has developed an impressive list of
over 75 successfully completed landfill liners and capping closure projects, as well
as, environmental cleanup and Brownfield Restoration Projects.
1985 —1986 PERINI CORPORATION, Framingham, MA - Manager of Operations
Reported directly to the Vice President. Responsible for all heavy construction
activities performed by Perini's Eastern Heavy Division within the Boston area
including the up/down construction of Rowes Wharf Complex.
1982 — 1985 - PERINI CORPORATION, Project Manager
Responsibilities included profit/loss, public, owner and labor relations, engineering,
administration, design of temporary structures and support systems, overall
supervision and control of the work, cost control, CPM scheduling, legal relations,
and claim preparation for the Harvard Square MBTA Station Cambridge, MA
Boston MBTA Red Line Extension Project, a $75 Million project. The project
involved the safe demolition of 30,000 CY of reinforced concrete around and over
the operating trains and 24,000 daily MBTA passengers without mishap, the
excavation of 135,000 CY of earth and rock, 60,000 CY of new structural anc
architectural cast -in-place concrete, 8 million lbs. of reinforcing steel and 2 millior
lbs. of structural steel. This project was the key to the phased, 7 year, $60C
million, 3.2 mile MBTA Harvard to Alewife Red Line Extension in Cambridge.
1980 — 1982 - PERINI CORPORATION, Administrative Manager
Responsibilities included estimating, preparation of cost proposals, CPM, cost
control, value engineering, extra work orders, change modifications, claims,
purchasing, subcontract negotiations and preparation for the Alewife
Station/Garage/Tunnel, an $80 Million project and Harvey Street to Alewife Tunnel
a $5 million project. These were a part of the MBTA Red Line Extension Project,
Cambridge, MA. The project involved the grassroots construction of a rapid transit
double track cut and cover subway tunnel in very soft sensitive clays. Using state-
of-the-art techniques, such as slurry walls, 140 ton precast piles and porous wick
drains, construction of a 5 -level 2200 car parking garage, station, and 1700 foot
tunnel was completed on schedule.
1978 — 1980 - PERINI CORPORATION, Project Engineer
Responsibilities included the overseeing of all office and field engineering, survey
and layout of work on the Harvard Square Station MBTA Red Line Extension
Project Cambridge, MA, a $75 Million project. Duties on this complicated urban
subway reconstruction project encompassed all correspondence, pay requisitions,
computer cost control, CPM scheduling, quantities, shop drawings, submittals,
value engineering, estimating, extra work, quality control, safety, purchasing,
subcontractor and owner negotiations and claims.
Page 1 of 3
E.T.ac L. Construction Corp.
Garry P. Balboni, P.E.
Vice President and Clerk
1977- 1978 -PERINI CORPORATION, Project Manager
Complete responsibility for job set-up, union relations, P/L, field supervision,
subcontractor coordination, scheduling, client contact, extra work, estimating,
purchasing, cost control, quality assurance, survey and lay out, and claims for
Lukens Steel Company Industrial Wastewater Treatment Facilities, Coatesville,
PA, a Design/Build Contract valued at $1.6 Million. The contract involved the
complete design responsibility over our design engineer, Hydrotechnic
Corporation NY, NY. The project called for the demolition of an existing facility and
reconstruction of a totally automated, ultra-high rate, multi -media backwash filter
system, which included basins, filters, pumps, piping and electronic control to
service Lukens steel rolling mills.
1975 —1977 - PERINI CORPORATION, Engineer and Superintendent
Responsible for field engineering and installation of mechanical piping systems.
Supervised the placement of over 30,000 CY of concrete and assisted in the
erection of formwork for the Regional Wastewater Treatment Facilities for the
Greater Lawrence Sanitary District, North Andover, MA, a $32 Million project. At
the completion of the project, responsible for the checkout, testing, and start-up of
this 52 -MGD plant and 100 -MGD pumping station on the Merrimack River.
1974 — 1975 - PERINI CORPORATION, Project Management Trainee Program
Worked on Perini projects in the main office and equipment facility to gain
construction experience.
PROFESSIONAL Registered Professional Engineer in Maine, Massachusetts, New Hampshire,
LICENSE/ Rhode Island, and Connecticut
REGISTRATION:
Licensed Construction Supervisor - State of Massachusetts
EDUCATION/ Worcester Polytechnic Institute, Worcester, MA,
TRAINING: B.S., Civil Engineering/Major: Construction Management, 1974
Northeastern University College of Business Administration
Management Development Program, Andover, MA, 1982
Professional Seminars:
Effective Management for Engineers, 2001
Reinventing the Construction Industry, 2001
Design Build Strategies, 2000
Leadership for Engineers, 1999
Construction of Landfill Liners, 1998
Subsurface Conditions, 1984
Proving Construction Claims and Damages, 1982
Construction Scheduling and Proof of Claims, 1979
Project Management, Worcester Polytechnic Institute, 1977
Wellesley Senior High School, Wellesley, MA
OSHA 10 hour Construction Safety Course
CPR & First Aid Certificate Holder
OSHA 40 Hour HAZWOPER Current Certificate Holder
Page 2 of 3
PROFESSIONAL
ACHIEVEMENTS:
LT.& L. Construction Corp.
Garry P. Balboni, P.E.
Vice President and Clerk
Chairman, Construction Industries of Massachusetts, 2000-2001
Vice Chairman, Construction Industries of Massachusetts, 1999-2000
Manager, FLB Management, LLC, 1998 -Present
Trustee, Massachusetts Laborer's Annuity Fund, 1997 - Present
Trustee, Foundation for Fair Contracting of Mass., 1994 -Present
Executive Committee Labor Relations Division of CIM, 1994 -Present
Director, Construction Industries of Mass., 1991-1995, 1998-2002
Director, Demers Associates - Fire Protection Engineers, 1978-1985
Member, National Society of Professional Engineers
Member, National Council of Engineering Examiners #6661, 1980 - Present
Member, American Society of Civil Engineers
Member, American Welding Society
Member, Boston Section - Society of Civil Engineers
Member, American Concrete Institute
Member, Solid Waste Association of North America (SWANA)
Member, Town of Stow Conservation Commission, 1986-1990
Member, Town of Stow Growth Management Planning Committee
Member, Hale Middle School Building Committee, 1997
Member, Nashoba Regional High School Building Committee, 1999-2002
Member, Town of Stow Long Range Capital Planning Committee, 1999
PERSONAL
ACCOMPLISHMENTS:
Director, F.A. Morse Association, 1993-1997
Past President and Charter member, WPI Alumni I.F.C.
Past Chairman, Board of Chapter Advisors (Pi Iota Chapter)
Past President, Pi Iota Chapter of Phi Gamma Delta at WPI
Vice President, WPI Class of 1974 (Permanent)
Past Treasurer, F.A. Morse Association (Corporation)
Past Treasurer, The Skull of WPI (Senior Honor Society)
Class of 1974 Representative, WPI Alumni Council, 1976-1984, 1995-1998
WPI Class Agent, 1975-1984
WPI Alumni Organizational Study Committee, 1976-1977
Who's Who in American Universities & Colleges, 1974
Recipient of the John P. Coughlin Award, 1972
Page 3 of 3
E.T.ai L. Corp.
James W. Murray, P.E., P.L.S.
Project Manager
James W. Murray, P.E., P.L.S., Project Manager
EXPERIENCE: 2001 — Present
E.T.B L. CORP.
Project Manager, Estimator:
Estimator and Project Manager for projects ranging from $500,000 to $20
million. Responsible for the administration of various construction projects
including heavy highway, site development, and landfill construction.
Recent Proiects
Rose Hill Landfill Superfund Site, Rhode Island: $8,800,000
Brookline Landfill Closure and Reuse Project: $7,500,000
Elks Landfill Closure, Chicopee MA: $3,500,000
South Hadley Landfill Expansion Cell 2A: $1,800,000
Heath Landfill Closure: $1,200,000
Granby Landfill Phase 2 Expansion: $4,200,000
1996-2001
McManus Companies
Chief Estimator/Project Manager: Responsible for cost estimates,
management of projects and the daily operations of the company. Primarily
responsible for the growth of the company from $4 million to $16 million.
1992-1996
Commonwealth of Massachusetts -Highway Department
Civil Engineer: Responsible for the design, job specifications, and inspections
of road and bridge construction, building maintenance and construction of
new buildings.
1991-1992
Dupont Company
Superintendent: In charge of the construction of federal building projects.
Duties include scheduling, cost estimates, and change orders.
1988-1991
D'Agostino Associates Masonry Contractors
General Superintendent/Project Manager: Responsible for purchasing and
delivery of materials, quality control, manpower, masonry and flashing details.
Other duties include budget estimates. Wrote and managed OSHA
prescribed safety manual.
Page 1 of 2
E.T.8r L. Corp.
James W. Muffay, P.E., P.L.S.
Project Manager
1984-1988
Gutierrez Construction Company
Superintendent: Responsible for all aspects of building construction including
coordination of subcontractors, purchasing, quality control and quantity
takeoffs.
1981-1984
Daniel O'Connell and Sons
Engineer/Assistant Superintendent: Responsible for building control and
coordination of subcontractors on projects such as the Transportation Building
in Boston and the Digital complex in Marlborough.
1979-1981
Henley Lundgren Company
Field Engineer: Duties include layout and supervision of road construction.
Responsible for the Route 495 extension from Route 95 to the Norton town
line.
EDUCATION: Graduate of Worcester Polytechnic Institute with a Bachelor of Science in
Civil Engineering.
LICENSES &
REGISTRATIONS: Registered Professional Engineer
Professional Land Surveyor
Massachusetts Construction Supervisor's License
TRAINING: 10 Hour OSHA Training
Adult & Infant CPR
Standard First Aid
Page 2 of 2
LT.& L. Corp.
V. James Farese
General Superintendent
V. James Farese, General Superintendent
EXPERIENCE:
2003 — Present General Superintendent
E.T.& L. CORP.
Brookline Landfill Closure
Brookline, MA
South Hadley Landfill Cell 2A Construction
South Hadley, MA
Jackson Road Improvements
Devens, MA
Elks Landfill Closure
Chicopee, MA
Road Reconstruction of Route 101
Templeton, MA
Tri -Town Landfill Closure
-ieath, MA
3arnes Airport Site Work
Nestfield, MA
'2oadway Reconstruction on Crosby Drive
Tedford, MA
`aylor Street Bridge Reconstruction
.ittleton. MA
998 — 2003 Project Superintendent
E.T.& L. CORP.
:ast Hartford Landfill Closure
East Hartford, CT
.residual Landfill Closure
Uxbridge, MA
.route 20 Reconstruction
Marlborough, MA
Intersection Reconstruction at Rte 119
Groton, MA
Worcester Vocational School Site Work
Worcester, MA
Granby Landfill Vertical Expansion
Granby, MA
Roadway Reconstruction on a Section of Rte 2
Erving, MA
Interchange Reconstruction on Route 2
Lancaster -Leominster, MA
Tufts Science Park Road Construction
Grafton. MA
Landfill Expansion
South Hadley, MA
Waste Water Treatment Facility Site Work
Jewett City, CT
Route 140 Traffic Safety Improvements
Sterling, MA
West Main Street Reconstruction
Westminster, MA
Access Road Construction
Millbury/Worcester, MA
Page 1 of 4
East Hartford Landfill Closure
East Hartford, CT
FedEx Site Work — Worcester Corporate Center
West Boylston, MA
Worcester Corporate Center
West Boylston, MA
Gardner Landfill Expansion
Gardner, MA
1986 — 1999 Project Superintendent
E.T.& L. CONSTRUCTION CORP.
Route 66 Reconstruction
Huntington, MA
Phase 5 -Stages 2 & 3A Landfill
Granby, MA
USA Waste Bridge
Chicopee, MA
Ampad Road Extension
Nestfield, MA
Emery Street Landfill
'almer, MA
Brimfield Landfill
3rimfield. MA
Hamilton Street Landfill
3elchertown, MA
Robbins Road Landfill
Nare, MA
Twiss Street Landfill
Nestfield, MA
ritchburg Municipal Landfill
itchburg, MA
lorth Brookfield Landfill
lorth Brookfield. MA
LT.& L. Corp.
V. James Farese
General Supedntendent
Roadway Reconstruction
Fitchburg Street/Sasseville Way
Marlborough, MA
Roadway Reconstruction
on a section of Route 62 (Hubbardston Road)
Princeton, MA
Athol Landfill
Athol, MA
GTE Glass Landfill
Salem. MA
Landfill Closure and Expansion
Northampton, MA
MTA Bridge Reconstruction
Wilbraham & Westfield, MA
Landfill Closure
Ludlow, MA
MTA Birnie Avenue Bridge Reconstruction
West Springfield, MA
Closure of Sanitary Landfill
South Hadley, MA
Closure of Oliver Street Landfill
Easthampton, MA
Pleasant Street Bridge & Road Reconstruction
Leicester, MA
Route 20 Bridge Redecking
Charlton, MA
Mill Street Bridge & Road Reconstruction
Worcester, MA
Page 2 of 4
Oakham Landfill
Oakham, MA
Landfill Closure
Oxford, MA
Bridge & Road Reconstruction
Lancaster, MA
Landfill Closure
Quincy, MA
Landfill
Carver. MA
New England Power — Ledge Trenching
Southboro, MA
Landfill Closure
Uxbridge, MA
1984-1986
M. DeMATTEO CONSTRUCTION
Superintendent
Incineration Project
Shrewsbury, MA
assistant Superintendent
Southeast Expressway Rehabilitation Project
Dorchester. MA
1979-1984
DERINI CORP.
Assistant Superintendent
MBTA-Floating Slabs & Direct Fixation Track Work
..ambridge, MA
'ABTA -Alewife Brook Station
:ambridge, MA
Nashington D.C. Metro Transit Authority
Zockville, MD
-ABTA-Forest Hills Site Preparation
3oston. MA
LT.& L. Corp.
V. James Fame
General Superintendent
MTA Bridge Redecking
Weston, MA
Macintosh Farms Road
Sharon, MA
Route 85 over Route 9 Bridge Reconstruction
Southboro, MA
Sanitary Landfill
Canton, MA
Main Street Bridge over MBTA Railroad
Norfolk, MA
Completion of Route 25
Bourne, Plymouth & Wareham, MA
Page 3 of 4
i E.T.81 L. Corp.
V. James Farese
General Supedntendent
1975-1979
FARESE & SONS CONSTRUCTION CO.
General Foreman
Number of Large Housing Developments
Framingham, MA
EDUCATION: Springfield College, Bachelor of Science Degree
Kimball Union Academy
Algonquin Regional High
TRAINING: Certified Nuclear Density Gauge Technician
AGC—Hazardous Waste -80 hour training & certification-29cfr1910-120
Hazardous Waste Refresher Training
AGC -Lead Abatement Worker training course — Lead W0295
Lead Abatement Refresher Training
OSHA -U.S. Dept of Labor Occupational Safety and Health
Administration -Completed Instruction Course in Safety & Health
Standards for Construction Industry #500
Connecticut Construction Industries Association — Competent Person Training
Standard First Aid
Adult and Infant CPR
Page 4 of 4
PARE CORPORATION
COMPANY PROFILE
SERVICE AREAS
• Dams Al Related Structures
• Hydrologi and Hydraulics
• Geotechnical and Structural Engineering
• Water, Waste%°ater and Utilities Engineering
• Site/Chit Engineering
• Traffic and Tr nsportation Engineering
• Highway Ad Bridge Engineering
• Environ ental Studies and Permitting
• Geographical Information Systems (GIS)
0 Hazardous Waste Studies and Remediation
• ;Stortuwater Control and Drainage Facilities
• . IVorine and Waterfront Engineering
Parks and Recreational Development
Railroad Bridges and Trackage
r' • Construction -Phase Services
CLIENTS
• State and Municipal Agencies
Municipal and Private Dam Owners
• Polve,Operalors and Authorities
t. Po",Ir and Utility Companies
" 0..i ,S6e444ment of Transportation
,,ii,_ 40-: `US _Pel artmenl of Defense
S • 15tAturing Clients
h�
CoI es�nd Universities
f
a DealelopgC l(1 Contractors
• ,Hotels Gontmercial Developments
Phanttpt?uiical and Chemical Companies
r�
Z. Private Railroad Companies
Financial Institutions
OF�CES .
10 Li Coln RoAi , Sul
n
Foabi•o, MA 02935
(508) 543-1755" FAX (5Q$� 5 3-1881'
$t
s. 8 `Blackstone Vallej : Place `- r
Lincoln, RI 02865, ',,
GEOTECHNICAL ENGINEERING
Pare Corporation (PARE) has provided
geotechnical engineering services for over 30
years. The firm offers a broad range of services
applicable to both small and large, simple and
complex projects alike. Past clients have
included the United States government,
municipalities, private industrial and
commercial clients, and marine/foundation
contractors.
PARE engineers utilize state-of-the-art
investigation, testing and analysis to address a broad range of geotechnical issues. Our
experience allows us to provide the client with cost-effective, timely solutions to a variety of
geotechnical and foundation issues. The firm's specific experience with geotechnical
engineering projects exceeds a total construction cost of $100 million. In addition, PARE has
extensive experience with bridge and waterfront structures, which is reflected in over $80
million of construction in place.
PARE has successfully completed a variety of geotechnical engineering projects, ranging in
size and complexity from the assessment of boring information for simple foundations to the
design of a 1,500,000 -cubic yard earth containment structure to create a new port facility.
Geotechnical investigations and design services have been provided for multi -story buildings
and parking structures, bridge piers and abutments, retaining walls, braced excavations,
underground pump stations and tanks, and specialty structures such as dams. PARE also
provides expert testimony and investigation of foundation failures, as well as construction -
phase geotechnical consultation. We can effectively address the troublesome and unknown
conditions encountered in construction once the excavation has started.
REPRESENTATIVE SERVICES:
Subsurface Investigations
Geotechnical Reports
• Deep & Shallow Foundation Design
• Earth Support System Design
Pavement Design
• Dewatering System Design
• Instrumentation Installation and Monitoring
Ground Improvement (DDC, Vibraprobe, Cement Stabilization)
Pare Corporation www.parecorp.com C�
STRUCTURAL ENGINEERING
Pare Corporation (PARE) has provided structural
engineering services for over 30 years. The firm
offers a broad range of services applicable to
projects small and large, simple and complex.
Past clients have included the United States
Government, municipalities, and private industry
and marine/foundation contractors.
State-of-the-art methods are utilized during the
analyses and design of the structural components
of all projects. Our experience in the use of
materials such as steel, reinforced concrete, pre-
stressed concrete, masonry, and timber provides
PARE with the ability to offer economical designs to suit a variety of criteria specific to each
project. Projects successfully completed by PARE include new foundations and structures, as
well as rehabilitation and retrofitting of existing facilities.
The firm's specific experience with buildings and special structures exceeds a total construction
cost of $150 million. hi addition, PARE has extensive experience with bridge and waterfront
structures, which is reflected in over $80 million in construction in place.
REPRESENTATIVE SERVICES.
Deep & Shallow Foundation Design
Building Rehabilitation & Design
Historic Structures
Specialty Structures
• Condition Surveys
Building Demolition
Design Review for Code Compliance
• Computer Analyses
Seismic Analyses
Cost Estimating
Construction Administration
Pare Corporation www.parecorp.com ��
RELEVANT WORK EXPERIENCE, WITH CLIENT REFERENCES -PARE CORPORATION
Kvaerner Philadelphia Shipyard
Philadelphia Naval Business Center
Philadelphia, Pennsylvania
Project Owner's Name/Address/Contact Person:
Kvaerner Philadelphia Shipyard, Inc.
Philadelphia Naval Business Center
Building 79
Philadelphia, PA 19112
Kjell Herting, Project Manager
215-339-5910
Completion Date (actual or estimated): 2000
Entire Project ($000): $400,000
Work for which Firm was/is responsible: 10%
RELEVANT PROJECT FEATURES:
► Geotechnical investigations.
► Poor soils (50 feet — 80 feet of organic river
mud).
► Buildings with high column and floor loads.
► Estimate settlement due to improvements.
► Design steel pipe and H -pile foundations.
► Design Flexible and rigid pavements for
normal and heavy -load vehicles.
► Development of pile load test.
Pare Corporation (PARE) performed geotechnical
investigations and studies for Kvaerner ASA for
extensive facility improvements at the former
Philadelphia Naval Shipyard. The Kvaerner
group employs in excess of 34,000 people
worldwide, and is one of the largest shipbuilding
companies in the world with 14 shipyards in six
countries.
In order to create a modern, world-class
shipbuilding facility at the Philadelphia Naval
Business Center, Kvaerner is upgrading two
existing 1,100 -foot by 150 -foot dry docks, outdoor
crane runways, and all utility infrastructure within
a 114 -acre parcel of the former Navy Shipyard.
New construction of an interrelated complex of
buildings for the production of various types of
ship construction will include a 238,000 -SF
Fabrication Shop, 196,000 -SF Panel Shop,
81,000 -SF Grand Block Shop, 36,000 -SF Paint
Shop, 69,000 -SF Dock Shop, and 50,000 -SF
Administration Building.
Several new cranes are required to
accommodate the shipbuilding activities. The
largest is a 200 -foot -high gantry crane with a
400 -foot span and a lifting capacity of 800
tons.
Additional site improvements include an
internal road network, two parking areas, and
several at -grade outdoor storage areas.
Several hundred thousand square feet of
heavy-duty pavement will be included in the
design to allow transport of the ship section
modules.
PARE's services included: site research and
review of available geologic and geotechnical
data; development and execution of soil boring
and test pit investigations; field and laboratory
testing of soil, rock and concrete samples;
preparation of Geotechnical Data and Design
Reports; preliminary design of pile foundations;
and development of a pile load test program.
RELEVANT WORK EXPERIENCE, WITH CLIENT REFERENCES - PARE CORPORATION
Westbrook Energy Center
Westbrook, Maine
Project Owner's Name/Address/Contact Person:
Calpine Eastern Corporation
Pilot House, 2"d Floor
Lewis Wharf
Boston, MA 02110
Mr. Malcolm P. Jarvis
617-723-7200, x 109
Completion Date (actual or estimated): 2001
Entire Project ($000): $200,000
Work for which Firm was/is responsible: .5%
RELEVANT PROJECT FEATURES:
► Subsurface investigations and testing.
► Laboratory soil testing.
► Geotechnical data and design report.
► Pile foundation design.
► Mat foundation design.
► Pavement design.
► Dewatering.
► Construction consultation.
Pare Corporation (PARE), under contract to Calpine
Eastern Corporation (CALPINE), was responsible for the
geotechnical investigations and preliminary foundation
design for an electric generation plant in Westbrook, Maine.
The plant is capable of producing 525 megawatts of electric
power using an advanced GE STAG combined -cycle
technology. This state-of-the-art system includes two gas
turbine generators with a steam turbine generator. In
addition to using clean -burning natural gas, the plant is
equipped with the most advanced environmental control
technology available, thereby reducing combustion -related
emissions. The project cost more than $200 million to
complete and provides substantial power to the northeast
region of the country.
PARE was responsible for developing the subsurface
investigation and testing programs for several phases of the
project. Geotechnical investigations were combined with
environmental investigations as a cost-effective approach
due to groundwater contamination concerns from a landfill
immediately up -gradient of the site. To better understand
groundwater Flow, PARE researched the existing site
surficial and bedrock geology for the area and installed
several wells onsite. Based on the findings, it was
determined that very soft marine clay underlies a large
portion of the site. The clay results in significant foundation
support concerns and it also creates an artesian condition in
the gravel layer below the
clay in the areas of groundwater contamination. Several
geotechnical reports were developed for the site.
Ultimately, a Geotechnical Data and Design Report was
issued for use by the final designers.
PARE completed preliminary foundation design for all
project structures, which included a Powerhouse Building,
Chiller System Building, four transformers, demineralization
water storage tank, two stacks, ammonia tank, raw
water/fire water storage tank, cooling tower, two retention
ponds, paved parking areas, and underground utilities.
The building foundation design included investigating
several pile types and providing vertical and horizontal pile
capacity estimates. Mat foundation alternatives were also
investigated and recommended in several areas. Due to
the contaminated groundwater concerns, PARE also
provided estimates of dewatering volumes for all
excavations below groundwater in the areas of suspected
contamination.
PARE was retained by CALPINE to provide expert
consultation related to geotechnical issues that arose during
the construction of the plant. This included site inspection,
attending meetings, and reviewing foundation design change
proposals and dewatering issues as needed throughout
construction.
RELEVANT WORK EXPERIENCE, WITH CLIENT REFERENCES—PARE CORPORATION
Emerson -Swan Geotechnical
Investigation
Randolph, Massachusetts
Project Owner's Name/Address/Contact Person:
Emerson -Swan, Inc.
P.O. Box 783,300 Pond Street
Randolph, Massachusetts 02368
Mr. Stephen C. Miller
781-986-2000
Completion Date (actual or estimated): 2001
Entire Project ($000): $50
Work for which Firm wasls responsible: 100%
RELEVANT PROJECT FEATURES:
► Geotechnical investigation.
► Rock removal.
► Preliminary site design.
► Construction observation.
► Field density testing.
► Concrete sampling and testing.
Pare Corporation (PARE) was retained to
perform geotechnical evaluation, preliminary site
design, and construction observation for the
expansion of an industrial facility located within
an active industrial park. The site is
characterized with numerous rock outcrops and
shallow bedrock. A one-story mixed-use
manufacturing/office building with associated
parking and shipping amenities currently
occupies the site. The project involved the
addition of a 50,000 -SF structure along the
northern side of the existing manufacturing/
office building, while maintaining production and
distribution.
Through a combination of soil and rock borings
and testpits, PARE developed the bedrock
contours and determined the limits of rock
removal to accommodate the necessary
drainage, utilities, and foundations associated
with the addition.
After preparing construction documents, PARE
assisted the Owner in selecting a contractor
qualified to undertake the rock removal.
Through coordination with the contractor and
based upon the Rock Quality Densities (RQD's)
obtained during the subsurface exploration
program, an excavation program was developed
that met the Owner's schedule and limited
disturbance to the surrounding structures.
During construction PARE monitored the rock
removal process, observed backfilling activities
and provided onsite field density and concrete
testing for the Owner.
J. Matthew Bellisle, P.E.
Vice President
REGISTRATIONS AND
CERTIFICATIONS
Professional Engineer —
Massachusetts,
Rhode Island,
New Hampshire
PROFESSIONAL
AFFILIATIONS
American Society of Civil
Engineers
Association of State Dam
Safety Officials
EDUCATION
University of Rhode Island.
M.S., Civil Engineering 2001
B.S., Civil & Environmental
Engineering, 1992
RELEVANT EXPERIENCE
PARE
CORPORATION
Mr. Bellisle possesses more than 14 years of experience working on a variety of
geotechnical, foundation, civil, and dam engineering projects. He has acted as
principal -in -charge, project manager, and project engineer for assignments
involving geotechnical design, site investigations, testing, instrumentation, and
construction monitoring. His experience also includes over 150 Phase I
inspections and Phase II design services for earthen and concrete dams.
Relevant project experience includes:
Civil and Geotechnical Engineering
Lincoln Middle School: Geotechnical Project Engineer responsible for
preparation of a geotechnical report for design of a new $25 million, 135,000 -
SF middle school building and complex. The 1,000 -student facility includes a
three-story classroom wing, a library/media center, student dining,
administration offices, a 400 -seat auditorium, and a 7,300 -SF gymnasium.
Duties included developing, coordinating, and conducting a subsurface
investigation across the entire proposed site, undertaking laboratory analyses,
determining an allowable recommended bearing capacity, and preparation of
the geotechnical report. Lincoln, RI.
Tiverton Elementary School: Geotechnical Project Engineer responsible
for the preparation of a geotechnical report for a new $8.5 million, 40,000 -
SF elementary school off North Brayton Road. The 300 -student facility
includes two classroom wings, a kindergarten wing, a library/media center,
student dining, administration offices, and a combined
auditorium/gymnasium. Tiverton, RI.
New College of Pharmacy Building — University of Rhode Island:
Geotechnical Project Manager responsible for preliminary subsurface
investigations for a proposed building of approximately 30,000 square feet
and no more than six stories. Six test borings were completed in the area of
the proposed building footprint. The data from these borings was used to
estimate the allowable bearing pressures and expected settlement from the
proposed structure foundation. In addition, to better delineate the
groundwater elevation across the site, a groundwater monitoring well was
installed at a selected boring location. Kingston, RI.
New Dining Hall — University of Rhode Island: Geotechnical Project
Manager for geotechnical investigations and design for a new $13 million,
two-story, 47,000 -SF dining hall. The foundation design criteria study
includes the development of cross sections of the soil boring data, which
are used to estimate allowable soil/rock bearing pressures and settlements,
and to estimate maximum settlements of the proposed building foundations.
Kingston, RI.
BioScience/BioTech and Chemistry Buildings — University of Rhode
Island: Geotechnical Project Manager responsible for the design and
implementation of subsurface investigations for two new building projects.
Kingston, RI.
• Reconstruction of Shun Pike and Scituate Avenue: Geotechnical Project
Manager responsible for the design and implementation of a subsurface
investigation program to support the design of approximately 0.75 miles of
roadway and associated drainage improvements. The subsurface program
J. Matthew Bellisle, P.E.
Vice President
PARE
CORPORATION
included test pits, test borings, in situ permeability testing, perc testing, and
laboratory testing of soils for use as the roadway base. Johnston, RI.
NSTAR Substation 385-D Design: Principal -in -Charge and Geotechnical
Project Manager for the design and preparation of construction documents for
a 225MVA Distribution Substation in South Boston. The geotechnical design
included pile supported foundations within the Boston Blue clay to limit
differential settlements across and between components and spread footings
for the control house. The design required coordination with PARE's
structural engineering division and NSTAR to locate conduits and provide
necessary structural elements to support the anticipated equipment loads.
South Boston, MA.
• Sumner Street Culvert Replacement: Principal-in-Charge/Project
Manager for the design and development of contract documents for the
replacement of an undersized stone masonry culvert with a double 4ft x 9ft
precast box culvert designed to accommodate the flows associated with the
25 -year storm. Norwood, MA.
Proposed Providence Hotel: Principal-in-Charge/Project Manager for the
implementation of a subsurface investigation program and the development of
a design basis report for the construction of an 18 -story hotel in downtown
Providence. The project included a review of feasible foundation alternatives,
a review and summary of seismic design criteria along with an evaluation of
liquefaction potential, and an evaluation of possible deep foundation
configurations. Providence, RI.
• Rodney Hunt Facility Expansion: Project Manager for the implementation
of a subsurface exploration program and development of a design basis
report for the proposed structure and crane system. The project included on
evaluation of liquefaction potential and the development of design parameters
for use by the project structural engineer. Orange, MA.
Emerson Swan Facility Expansion: Project Manager for the
implementation of a subsurface exploration program and the development of
rock removal requirements in support of the proposed expansion. The project
indicated test borings, test pits, the development of bedrock contours, and the
preparation of construction documents to support the site preparation. During
construction, PARE provided construction observation and field soil and
concrete testing. Randolph, MA.
• Towantic Energy Center: Project Manager for the site evaluation in support
of the development of a gas-fired power plant. The site evaluation included
subsurface investigations, field testing, resistivity testing, and a
comprehensive laboratory program. Oxford, CT.
• Bunge Lake Retaining Wall Evaluation: Project Manager for the evaluation
of a failed Mechanically Stabilized Earth (MSE) wall. The project included
evaluating the original design, developing alternative replacement wall
options, and reviewing the contractor's proposed repair. North Attleboro, MA.
Kingston Landfill Development: Project Engineer for the installation of a
methane gas collection system below the proposed building after the
completion of the site preparation by deep dynamic compaction (DDC).
Kingston, MA.
David M. Matheson, P.E.
<0_7p
PARE
Project Engineer CORPORATION
REGISTRATIONS AND
CERTIFICATIONS
Professional Engineer —
Rhode Island,
Massachusetts
Nuclear Testing Equipment
Training
Providence and Worcester
Railroad Safety Training
OSHA Construction Safety
10 -Hour Training
MCIB:
Concrete Inspector
Certificate, 1996
PROFESSIONAL
AFFILIATIONS
American Society of Civil
Engineers
Chi Epsilon
EDUCATION
Northeastern University:
M.S., Civil Engineering, 2000
University of Rhode Island:
B.S., Civil Engineering, 1993
Troxler Electronics, Inc.:
Troxler Density Gauge
Training, 1993
RELEVANT EXPERIENCE
Mr. Matheson is a Project Engineer with 13 years of diverse experience on
geotechnical, waterfront, dam, bridge, and construction engineering projects.
This includes geotechnical site investigation, geotechnical analysis, dam
inspection and repair design, and construction monitoring. Due to his tenure
with a pile -driving contractor, Mr. Matheson also has construction experience
including estimating, supervision, and shop drawing submittal development.
Relevant project experience includes:
• Providence Place Mall: Monitored pile installations, and developed and
maintained a detailed computer record during the installation of over 2,000
pre -cast concrete piles and steel H -piles. This included details related to pile
type, driven and auger pay lengths, "As Built" records, and center -of -gravity
calculations. Providence, RI.
• RIRRC Central Landfill: Geotechnical Engineer involved in several
projects including slope stability analyses, seepage analyses, and bearing
capacity analyses for the relocation of Cedar Swamp Brook; onsite
construction monitoring (compaction testing, survey work); and drainage
swale designs. Johnston, RI.
• NSTAR Substation 385D: Completed a pile design and bearing capacity
analysis for the support of a proposed power station expansion. South
Boston, MA.
• Westbrook Power Plant: Performed geotechnical subsurface explorations
including undisturbed sampling and vane shear testing used in developing
foundation and excavation design/recommendations. Performed slope
stability analyses as part of the design of the detention basins. Westbrook,
ME.
• KCWA Read School House Water Storage Tank Replacement:
Developed and coordinated a subsurface investigation, and completed a
Geotechnical Report for the design of a 2 -MG pre -stressed concrete water
storage reservoir for the Kent County Water Authority. Coventry, RI.
• Fields Point Tunnel Pumping Station: Designed a driven pipe pile
system to support a proposed pump station to be built around a 35 -foot
diameter drop shaft. Design challenges included a limited differential
settlement requirement, and reductions to pile construction vibrations near
existing utilities and structures. Providence, RI.
• Root Road Highway Improvements: Planned, coordinated, and observed
subsurface investigations consisting of borings and test pits, wrote a
Geotechnical Data Report and a Geotechnical Design Basis Report for the
proposed Root Road Highway Improvements, consisting of roadway
widening, culvert replacements, and frost heave mitigations. Westfield, MA.
• Teknor Apex: Designed a soldier pile and lagging excavation support
system for a 15 -foot -deep cut to install a new building addition. The system
was designed to resist surcharge loading from an adjacent roadway.
Pawtucket, RI.
• Shea High School: Performed geotechnical subsurface explorations
including the installation of groundwater monitoring wells and piezometers
David M. Matheson, P.E.
Project Engineer
PARE
CORPORATION
during a study of the cause of seepage into the boiler room at this facility.
Pawtucket, RI.
• Anderson Street Salt Storage Shed: Observed the drilling of borings and
test pit excavations and wrote a Geotechnical Letter Report as part of a
preliminary study for the construction of a salt storage shed in a former
scrap metal yard. Portland, ME.
• Deep Foundation Construction (Supervision): Supervised foundation
construction projects involving driven piles, drilled caissons, vibratory probe
compaction, and earth retaining systems.
Bridge Projects
• RIDOT Bridge Nos. 1013 and 1014 (Relocated Route 403): Developed a
Geotechnical Report for the construction of both bridges, designed a 200 -
foot -long and up to 30 -foot -high predrilled soldier pile and lagging earth
support system to support Frenchtown Road traffic during a phased bridge
construction. East Greenwich, RI.
• MassHighway Washington Street Bridge (Route 16) over Route 9:
Completed a pre -drilled mini -pile design to be installed under a low
clearance condition for the support of a proposed bridge pier, and a driven
pipe pile design for the support of a temporary utility bridge. Wellesley, MA.
Pfizer Complex Pedestrian Bridge: Supervised the construction of 25
drilled caissons and a sheetpile earth support system for a pedestrian bridge
spanning between two pharmaceutical buildings. During the course of this
project, workers had to enter the narrow excavation areas to chip though
concrete, or to remove obstructions. Acting as the Safety Supervisor, a safety
plan was developed and all necessary harness, ventilation, and air -monitoring
equipment was brought in to meet OSHA regulations. Groton, CT.
RIDOT 1-195 Improvements: Project Engineer for Geotechnical Data
Reports, Interpretive Reports, and Geotechnical Letter Reports for
Proposed Bridge EI and Associated Walls, Proposed India Street Sewer
Interceptor, Proposed India Point Park Bridge and Associated Walls, and
India Street over East Bay Bike Path. Provided approximately 2,200 linear
feet of soldier pile/lagging and sheet pile earth support designs for the
support of 1-195 highway and ramp embankments, India Point Park, and
high voltage transmission towers for the construction of several retaining
walls, bridge abutments and piers; and for the installation of the 54 -inch
diameter India Street Sewer Interceptor. Prepared a pile design for the
support of a proposed bike path culvert to carry India Street over the East
Bay Bike Path. Performed Dewatering and Shoring Installation Vibration
Studies for the proposed 54 -inch diameter India Street Sewer Interceptor.
Developed Special Provisions for "Soil Blending", "Foundation Piling", and
"Geotechnical Concerns." Providence, Rl.
SED ASSOCIATES CORP.
MECHANICAL, ELECTRICAL AND I&C
CONSULTING ENGINEERS
GENERAL QUALIFICATIONS
132 Lincoln Street Phone: (617) 350-7245
Boston, MA 02111 Fax: (617) 350-0332
SED Associates Corp. Consulting MEP and I&C Engineers
SED Associates, a mechanical/electrical consulting firm, was founded in 1973 in response to the
increasing demand for progressive engineering in the building services. Since its establishment,
SED Associates has been involved in a wide variety of projects that include educational,
commercial, residential and institutional for both public and private clients.
The firm's philosophy has been to solve design problems in a realistic and practical manner,
without compromising -the integrity of the design, by coupling the staff experience and technical
expertise with creative problem solving. We have striven and achieved to maintain high quality
on all our projects and services delivered to our Clients.
SED currently has a staff of highly skilled engineers/designers providing consulting services for
our clients. Our size is such that the principals are able to maintain personal participation and
direction on all projects. This involvement is continued throughout the project, ensuring
continuity from start to completion. The staff includes licensed professional engineers in the
technical fields of fire protection, mechanical (plumbing & HVAC) and electrical engineering
whose principal engineers each have more than twenty-five years of experience in project study,
design and construction management. Key staff personnel have all worked for some of the
leading consulting firms, which has provided for a large diversity of project experience.
General consulting engineering services provided are as follows:
MECHANICAL
• heating , ventilating and air
conditioning
• plumbing
• fire protection
• existing building systems evaluations
studies
• energy audits
• current mechanical codes compliance
studies
• value engineering studies
• construction management
• building energy management systems
• underground storage tanks
• building automation systems
ELECTRICAL
• power distribution
• power generation
• indoor/outdoor lighting
• fire alarm systems
• security systems/closed circuit
television systems
• existing building systems evaluations
studies
• technology (computers/audio/video)
• communication systems
• current electrical codes compliance
studies
• instrumentation and control systems
• electrical energy audits
• construction management
Project plans, specifications, cost estimating and construction management is completed using
the latest computerization techniques for engineering, design and drafting. Project management
is maintained throughout the project by use of computer tracking and databases.
SED Associates Corp. Consulting MEP and I&C Engineers
Projects completed by the firm and the staff range from small projects, such as existing
conditions inspections/evaluations, technical advice, and small tenant office fit -up "MEP"
designs, to large multi-million dollar and multi-year projects. Whether large or small, SED
Associate's commitment is to deliver top quality service to all our clients.
TYPES OF DESIGNED FACILITIES:
SED Associates has designed installations for the following types of facilities:
Apartment Buildings
Adult Day Care Centers
Banking Institutions Boiler Rooms
Cable TV Distribution Center
Car Washes
Churches
Clean Rooms
Condominiums
Convention Halls
Correctional Facilities
Court Houses
Day Care Centers
Department Stores
Educational Facilities
Fire Stations
Fuel Oil Systems
Garages
Ground Water Treatment Facilities
Health HMO Facilities
High Rise Buildings
Hospitals
Hotels
Housing for the Elderly
I -IUD Facilities
Incinerator Facilities
Industrial Facilities
Laboratories
Libraries
Manufacturing Facilities
Medical Facilities
Mental Health Facilities
Night Clubs
Nursing Homes
Office Buildings
Police Stations
Post Office Facilities
Radio Stations
Research Facilities
Restaurants
Sewerage Treatment/Pumping Facilities
Shopping Malls
Special Needs Housing
Sports Facilities
Supermarkets
Telephone Central Stations Facilities
Underground Storage Tanks
Warehouses
Water Treatment and Pumping Facilities
SED Associates Corp. Consulting MEP and I&C Engineers
PARTIAL LIST OF CLIENTS:
SED Associates has provided engineering services to the following clients:
AT&T International Inc
Aldon Electric Co.
Aldrich Company Inc.
Alpha Industries Inc.
American General
Apex Corp.
Arch Associates, Inc.
Architects -Designers Coalition, Inc.
Architectural Solutions Inc.
Auburn Construction Co.
Babbit & Simmons Inc.
Balco Inc.
Barclay Chemical
Barrow Brothers Co.
Bay State Gas Company
David M. Berg Associates, Inc.
BETA Group, Inc.
Bobby Byrnes Pub
Boston Design Center
Boston Housing Authority
Brighams Restaurants
Brockton Savings Bank
Brockton VA Hospital
Brown and Caldwell
CAFCO Development Co.
Cambell/Smith Design Associates, Inc
W.C. Cammett Engineering, Inc.
Carlson Group
Casby Brothers, Inc.
C&E Engineering Partners, Inc.
CGI Circuits, Inc.
Charles Construction Co., Inc.
Church of JC of Latter Day Saints
CIBA Corning
City Design Collaborative
Clark, Borins & Associates
Coftin & Richardson
Cohen Properties, Inc.
Colony Plumbing and Heating Inc.
Commonwealth of Massachusetts DCPO
Continental Cablevision
Copley Investments Companies
Cormier Architects Inc.
Crockett Associates Inc.
Cubellis Associates Inc.
John M. Daly, AIA
Danvers State Hospital, Inc.
Dean Tucker Shaw Architects, Inc.
DeMarco & Associates
Design Alliance Architects
Design Partnership of Cambridge
Vincent D'Iorio & Associates, Inc.
D'Orsi and Company
Eco Design/SPC International
Economy Plumbing & Heating Co.
Engineering & Design Associates, Inc.
Environmental Fire Protection Inc.
Fall River Housing Authority
The Flatley Company
Gaffney Architects, Inc.
Gannett Fleming Inc.
Garofalo & Associates, Inc.
Germanium Power Devices Corp.
Gi I len-Gray-O'Marrah
Grassi Design Group
Timothy J. Heywood, Architect
Honeywell Inc.
John Gerald Horne & Associates
Imlac Corporation
Arnold Jacobsen & Associates
Barry Koretz Associates
Kyriakides & Zarelli Architect, Inc.
L&T Technologies, Inc.
Landry Design Group
LDA Architects
Leiser Corporation
Levi + Wong Design Associates, Inc.
Lin Associates
i
SED Associates Corp. Consulting MEP and I&C Engineers
Lowry Associates
M&M Service Corp.
Maguire Group Inc.
Margolis & Fishman Inc.
Maverick Oil Corp.
Mass. Institute of Technology
MIT - Lincoln Laboratories John L.
McAvoy Architects, Inc.
John Hancock Mutual Life Insurance
Leo F. McCormick Associates
Meadowview Nursing Home
Memtek Corporation
Microwave Printed Circuits Inc.
Claude MiQuelle Associates
Mobil Tyco Solar Energy Corp.
Motus Technology, Inc.
Neil Brown Instruments, Inc.
New England Telephone Co.
Nilsson Associates Ltd.
OMNI Spectra Co.
OMYA, Inc.
Pembroke Housing Authority
Polaroid Corporation
Carl L. Priestly Associates
Pring Plumbing & Heating Co.
Purity Supreme Supermarkets Inc.
Town of Randolph, MA
Rich's Department Stores
Rizzo Construction Co.
Rusan Associates
Seibert/Gogarty & Associates
R.E. Shaw and Associates
Shaws Supermarkets, Inc.
Shell Oil Company
Sheraton Tara Hotel, Nashua, NH
Signer Harris Architects
Simon Sharigian Associates
Spire Corporation
Stop & Shop Supermarkets Inc.
Storch Associates
Suburban Sheet Metal, Inc.
Symmes, Maini & McKee Inc.
Systonics, Inc.
Taunton Regency Hotel
Paul A. Testa & Associates
Town of Hopkinton
Town of Plymouth
Paul Trapani & Associates
TRA -CON Corporation
Trucchi's Supermarkets Inc.
TSO Associates, Inc.
Twelfth Baptist Church, Boston, MA
United Engineers, Inc.
Universal Engineering Corp.
USCI Cardiology & Radiology Products
Vermont Marble Company
Victory Supermarkets Inc.
Waltham Precision Instruments, Inc.
Wastewater Systems Engineering, Inc.
Weston & Sampson Engineers, Inc.
Whitney Atwood Norcross Associates
WKOX Radio Station
Edgar H. Wood & Associates, Inc.
Zayre's Department Stores Inc.
Ziliojian Company
SED Associates Corp. Consulting MEP and I&C Engineers
CLIENT REFERENCES:
SED Associates offers the following clients for references on quality of services.
Levi + Wong Design Associates, Inc.
45 Walden Street
Concord, Massachusetts 01742
Mr. Tom Levi
Principal
(978) 371-1945
BETA Group Inc.
6 Blackstone Valley
Lincoln, RI 02865
Mr. Joseph D'Alesio
Project Manager
(401) 333-2382
DeMarco & Associates
16 Front Street
Salem, Massachusetts 01970
Mr. Charles A. DeMarco
Principal
(978) 744-4141
Town of Middleboro Water Division
48 Wareham Street
Middleboro, Massachusetts
Mr. Richard E. Tinkham
Water Superintendent
(508) 946-2482
Weston & Sampson Engineers, Inc.
5 Centennial Drive
Peabody, MA 01960
Mr. Michael Hanlon
Principal
(978) 532-1900
Rhode Island Economic Dev. Corp.
1330 Davisville Road
North. Kingstown, RI 02852
Mr. Howard Cohen
General Manager
(401) 222-3134
Macomber Development Assoc., Inc.
75 Arlington Street
Boston, Massachusetts 02116
Mr. Joseph A. Larkin
Assets Manager
(617) 451-0300
Water Pollution Control Division
1 Crest Avenue
East Providence, Rhode Island
Mr. Thomas A. White
Wastewater Superintendent
(401) 435-7500
W. Peter Evans SED Associates Corp.
Principal, Electrical Engineer Consulting MEP and 1&C Engineers
EDUCATION
Northeastern University, B.Sc., Electrical Engineering, 1972
Boston College, B.Sc., Business Administration, 1975
PROFESSIONAL REGISTRATIONS
PE - Maine, Massachusetts, Rhode Island, Connecticut
PROFESSIONAL PUBLICATIONS
The Construction Specifier - April, 1990 Issue
"Using a Modified Base Bid Approach for Specifications"
PROFESSIONAL EXPERIENCE
Mr. Evans' experience in the design of sewage collection treatment and pumping systems is
extensive. With over 50 major projects to date, his work includes 100 gpm to 200 mgd pump
stations including packaged/custom types, dry pit/submersible types, lift/pumping types, and
portable/fixed engine -generator types with both analog to digital computerized instrumentation
controls and telemetering systems. For wastewater/water treatment facilities, Mr. Evans' design
experience ranges from small packaged treatment systems to 700 mgd treatment plants that
include primary, secondary, and advanced treatment equipment/systems.
Mr. Evans' facilities design experience includes the engineering of high and low voltage power
distribution, power generation, plant/telephone communication, fire alarm, security, indoor and
outdoor lighting, analog instrumentation and compute process control systems. These projects
have included on site power generation facilities using engine or turbine generators, fueled by
diesel oil, natural and digestor gases, for stand alone, parallel and co -generation applications.
Representational Projects Include:
Shelton Wastewater Treatment Facility, Shelton, CT- Design and construction administration of
the electrical, instrumentation/control and mechanical systems for an upgraded/expanded
wastewater facility. Work includes a networked I&C SCADA system, 1.0 MW standby
power engine/generator system, energy efficient 1IVAC system, etc.
Warwick Wastewater Treatment Plant, Warwick, Rl- Design and construction administration of
the electrical, instrumentation/control and mechanical systems for an upgraded / expanded
wastewater treatment plant. Work included the installation of a radio SCADA control system
for 35 existing remote pumping stations. The project is being completed under four different
construction contracts.
Sutton Advanced Wastewater Treatment Plant, Sutton, MA- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for a brand
new facility. Process utilized SBR's wastewater technology.
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I
W. Peter Evans SED Associates Corp.
Principal, Electrical Engineer Consulting MEP and I&C Engineers
Douglas Advanced Wastewater Treatment Plant, Douglas, MA- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for an
upgraded/expanded facility. Process utilized SBR's wastewater technology
Gloucester Wastewater Treatment Plant, Gloucester, MA- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for an
upgraded facility including odor control, chlorination/de-chlorination and SCADA
improvements.
Lowes Sewage Pumping Station, Plainfield, CT- Design and construction administration of the
electrical, instrumentation/control and mechanical systems for three new submersible sewage
pumping stations with electrical enclosures and diesel (belly tank) engine/generators. Work
includes computerized PLC/OIT I&C SCADA system with "TR16" redundant pumps control
system. In addition, engine/generator system with "GREEN" engine generator enclosure (i.e.
all E/G fluids containment and acoustical noise reduction).
E. Lyme Well Water Pumping Stations #1A and #2A, E. Lyme, CT- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for new
replacement well water pump station and interconnection to the existing well pump station.
Work includes modifications to the existing water system I&C SCADA system. In addition,
well pump controls utilized PLC logic with user friendly "TOUCH ONLY" Off HMI
displays.
Burrillville Sewage Pumping Stations, Burrillville, Rl- Design and construction administration
of the electrical, instrumentation/control and mechanical systems for four new submersible
sewage pumping stations. Work includes computerized pump control panels, "GREEN"
engine/generators and revisions to the existing I&C SCADA system.
Barrington Wastewater Pumping Stations, Barrington, RI- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for upgrade
of six pumping stations. Work includes new town wastewater system I&C SCADA control
system with radio telemetry. In addition, new computerized (PLC/OIT) pump controls and
energy efficient new HVAC equipment and ATC controls were included.
%CWA Clinton Ave. Water Booster Pumping Station, Scituate, RI- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for upgrade
of a major water pumping station (i.e. 69% of water supply for five towns). Work included
automatic "CLOSED TRANSITION" electrical switchgear, redundant pump I&C
computerized control system, electronic "SOFT START" 200 HP pump motor starters,
"GREEN" 0.8 MW engine/generator and energy efficient FIVAC equipment and ATC
controls.
WI'EENV
W. Peter Evans SED Associates Corp.
Principal, Electrical Engineer Consulting MEP and I&C Engineers
Mountain Road Water Booster Pumping Station, Bristol, CT- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for new
water booster pumping station and water main motor operated valve. Work included
computerized pump controls (PLC/OIT), radio telemetry I&C SCADA and "manufactured"
type (i.e. off site constructed) pumping station and electrical enclosure.
Water Treatment and High Lift Pump Station, Sudbury, MA- Design and construction
administration of the electrical, instrumentation/control and mechanical systems associated
with the 4 MGD water facilities. Work includes existing (renovated) and new facilities.
Water Treatment and Raw Water Pump Station, North Brookfield, MA- Design and
construction administration of the electrical and mechanical building systems associated with
4 MGD water facilities. Work included renovation/upgrade of an antique existing water
pump station.
Middleborough Water Pumping Stations, Middleborough, MA- Upgrades of eight municipal
drinking water wells for the application of disinfection and standby power systems.
East Providence WWTP Secondary Treatment Process, E. Providence, RI -Standby power
system replacement, new engine generator and fuel systems.
Lilja School Ground Water Treatment System, Natick, MA- on-site extraction process for the
removal of fuel oil from the ground water.
MDC WWTP Pumping Stations, West Boylston, MA -town wide upgrade of the pumping
stations and treatment systems.
Cranston Pump Stations Upgrades, Cranston, Rl- upgrades of the existing sewage pumping
stations to extend their service life.
Webster Water Pumping Stations, Webster, MA- Disinfection & Standby Power- Upgrades of
four municipal drinking water wells for the application of disinfection and standby power
systems.
Weymouth Sewage Pumping Stations, Healy & Seaver Roads, Weymouth, MA- modernization
and renovation of two existing sewage pumping facilities. Upgrade work included new
pumps, instrumentation, monitoring and wetwell.
Felix C. Davis Wastewater Treatment Facility, North Charleston, SC- facilities design for to (1)
increased dewatering capacity and efficiency by the addition of plate and frame sludge presses
and fluidized bed incineration and (2) increased the treatment expansion capacity by the
addition of raw sewage pumping, conversion of secondary clarifiers to primary and addition of
new secondary clarifiers including a total plant wide computer control and monitoring system.
WPIaiNV
W. Peter Evans SED Associates Corp.
Principal, Electrical Engineer Consulting MEP and 1&C Engineers
Fields Point Wastewater Treatment Facility, Providence, Rl- the Primary Treatment Facility,
including upgrade of existing Primary Clarifiers, Pump Station and Venturi Flow Chamber,
requiring new tank mechanisms, pumps, electrical double ended substation, 750 KW engine -
generator and totally automated computer control system for storm water or primary treatment
alternative operation.
Mr. Evans was responsible for design and construction -management for upgrade of an
existing, in -operation facility including new pumps, bar screens, wetwell, pumphouse,
1750 KW engine -generator and computer control system.
Ernest Street Pumping Station, Providence, RI- upgrade of an existing, 200 mgd facility,
including new pumps, bar screens, wetwell, pumphouse, 1750 KW engine -generator, and
computer control system.
Contract IIB Grit Facilities, Field's Point WWTF, Providence, Rl- new 200 mgd grit facilities
including the grit tanks, grit building and miscellaneous new associated structures. The work
included automated computer control, energy saving variable frequency motor controllers, and
energy saving automatically controlled high pressure sodium dimmed two level lighting.
Contract IIC Primary Clarifier Rehabilitation, Fields Point WWTF, Providence, RI- a
combined sewage overflow treatment/storage facility. The design included upgrade of
existing primary clarifiers, dewatering and return sludge pump stations, and venturi flow
chamber. New tank mechanisms, pumps, electrical double ended substation, 750 KW engine -
generator, and totally automated computer control system for stormwater or primary treatment
alternative operation were added.
Martha's Vineyard Regional High School, Oaks Bluffs, MA- school expansion project included
on-site wastewater treatment plant system.
West Tisbury Elementary School, W. Tisbury, MA- school expansion project included on-site
sewage system.
Additional Prior Experience: Mr. Evans has also designed electrical system on over 50
wastewater and water pumping and treatment facilities including the following major projects:
-Washington, DC
-Des Moines, IA
-Manchester, CT.
-Marlboro, MA
-Pittsburgh, PA
-Boundbrook, NJ
-Chicago, IL
-Chicago, IL
400 mgd Blue Plains WWTP
100 mgd WWTP
30 mgd WWTP
4 mgd WTP
U.S. Steel PWTP
American Cyanamid IWWTP
200 mgd NSMJAWA WPS
100 mgd WWTP
Value Engineering: Mr. Evans participated in Value Engineering Studies for the following
projects-
WPLIENV
Martin R. Richardson SED Associates Corp.
Principal, Mechanical Engineer Consulting MEP and I&C Engineers
EDUCATION
Northeastern University, B.E.T., Mechanical Engineering, 1977
Northeastern University, B.Sc., Mechanical Engineering, 1980
PROFESSIONAL REGISTRATION
PE - Massachusetts (Mechanical - 31197 & Fire Protection - 39152), New Hampshire, Maine,
Rhode Island, Connecticut, New Jersey, Pennsylvania, Ohio, District of Columbia, Kentucky
PROFESSIONAL AFFILIATIONS
American Society of Mechanical Engineers (ASME)
American Society of Heating, Refrigeration Air Conditioning, Engineers (ASHRAE)
National Fire Protection Association (NFPA)
American Society of Plumbing Engineer (ASPE)
PROFESSIONAL EXPERIENCE
Mr. Richardson is principal in charge of the engineering, designing and specifying mechanical
building systems. He has over 20 years experience and has worked for several major consulting
firms, responsible for directing the HVAC, plumbing and fire protection design of the projects.
Environmental, wastewater and water treatment experience includes:
MDC WWTP Pumping Stations, West Boylston, MA -town wide upgrade of the pumping
stations and treatment systems.
Sutton Advanced Wastewater Treatment Plant, Sutton, MA- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for a brand
new facility. Process utilized SBR's wastewater technology.
Douglas Advanced Wastewater Treatment Plant, Douglas, MA- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for an
upgraded/expanded facility.
Warwick Wastewater Treatment Plant, Warwick, Rl- Design and construction administration of
the electrical, instrumentation/control and mechanical systems for an upgraded / expanded
wastewater treatment plant. Work included the installation of a radio SCADA control system
for 35 existing remote pumping stations. The project is being completed under four different
construction contracts.
Shelton Wastewater Treatment Facility, Shelton, CT- Design and construction administration of
the electrical, instrumentation/control and mechanical systems for an upgraded/expanded
wastewater facility. Work includes a networked 1&C SCADA system, 1.0 MW standby
power engine/generator system, energy efficient HVAC system, etc.
Barrington Wastewater Pumping Stations, Barrington, R/- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for upgrade
Of six pumping stations. Work includes new town wastewater system I&C SCADA control
system with radio telemetry. In addition, new computerized (PLC/OIT) pump controls and
energy efficient new HVAC equipment and ATC controls were included.
MRRENV
Martin R. Richardson SED Associates Corp.
Principal, Mechanical Engineer Consulting MEP and I&C Engineers
%CWA Clinton Ave. Water Booster Pumping Station, Scituate, RI- Design and construction
administration of the electrical, instrumentation/control and mechanical systems for upgrade
of a major water pumping station (i.e. 69% of water supply for five towns). Work included
automatic "CLOSED TRANSITION" electrical switchgear, redundant pump I&C
computerized control system, electronic "SOFT START" 200 HP pump motor starters,
"GREEN" 0.8 MW engine/generator and energy efficient HVAC equipment and ATC
controls.
Contract IIC, Primary Clarifter Rehabilitation, Field's Point WWF, Providence, RI- Chief
Mechanical Engineer for shop drawing review, technical advice, start up and operation and
maintenance manual preparation for HVAC and plumbing systems at the 123 mgd combined
sewer overflow treatment complex.
Contract IIB, Grit Facilities Upgrade, Field's Point WWTF, Providence, RI -
Chief Mechanical Engineer for shop drawings review, technical advice, start up, and operation
and maintenance manual preparation of HVAC and plumbing systems for the 200 mgd grit
removal facilities at the Field's Point Wastewater Treatment Facility.
Contract IIA, Ernest Street Pumping Station Improvements, Providence, RI- Chief
Mechanical Engineer for shop drawings review, technical advice, start up, and operation and
maintenance manual preparation of HVAC and plumbing systems at the 200 mgd combined
sewage pumping facility.
Wastewater Treatment Plant, Manchester, CT-. Project Engineer responsible for the design of
the HVAC of the operations building and various other site buildings. Reviewed project
shop drawings submittals provided periodic site review during construction.
Water Pollution Control Plant, Warren, RI- Project Engineer responsible for the design,
drafting and specifications of the HVAC and odor abatement systems. Provided construction
services, shop drawing review and site inspection of system installation.
Gulf Pond Pump Station, Milford, CT- Engineer responsible for the design, drafting and
specification on the HVAC, plumbing and odor abatement system. Performed noise
abatement review and implemented corrective design measures.
Water Pollution Control Plant, Newport, RI- Project Engineer responsible for the design,
drafting and specifications of the HVAC systems. In addition provided engineering design
on the aeration blower system and several system pumps.
Middleborough Water Pumping Stations, Middleborough, MA- Upgrades of eight municipal
drinking water wells for the application of disinfection and standby power systems_
East Providence WWTP Secondary Treatment Process, E. Providence, RI -Standby power
system replacement, new engine generator and fuel systems.
Li1ja School Ground Water Treatment System, Natick, MA- on-site extraction process for the
removal of fuel oil from the ground water.
MKNF.NV
Martin R. Richardson SED Associates Corp.
Principal, Mechanical Engineer Consulting MEP and I&C Engineers
MDC WWTP Pumping Stations, West Boylston, MA -town wide upgrade of the pumping
stations and treatment systems.
Cranston Pump Stations Upgrades, Cranston, RI- upgrades of the existing sewage pumping
stations to extend their service life.
Webster Water Pumping Stations, Webster, MA- Disinfection & Standby Power- Upgrades of
four municipal drinking water wells for the application of disinfection and standby power
systems.
Weymouth Sewage Pumping Stations, Healy & Seaver Roads, Weymouth, MA- modernization
and renovation of two existing sewage pumping facility. Upgrade work included new pumps,
instrumentation, monitoring and wetwell.
Martha's Vineyard Regional High School, Oaks Bluff, MA- school expansion project included
on-site wastewater treatment plant system.
West Tisbury Elementary School, W. Tisbury, MA- school expansion project included on-site
sewage system.
Additional Prior Experience: Mr. Richardson has also designed mechanical building systems on
over 20 wastewater and water pumping and treatment facilities including the following major
projects:
-Washington, DC
400 mgd Blue Plains WWTP
-Des Moines, IA
100 mgd WWTP
-Manchester, CT.
30 mgd WWTP
-Marlboro, MA
4 mgd WTP
-Chicago, IL
100 mgd WWTP
MRK NV