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Summary ofExperience
Mr. Fink is a recent graduate of the University of New Hampshire. He graduated with a
Bachelor’s of Science Degree in Civil Engineering with a focus in the geotechnical field.
Upon completion of the Fundamentals of Engineering exam, he became a certified
Engineer in Training. Mr. Fink began working for GZA at the end of May, 2016, and has
specialized in construction compliance monitoring and environmental oversight for a
variety of Eversource projects.
Relevant Project Experience
ENERGY
Environmental Engineer, Eversource Berlin Eastside Substation, Berlin, New
Hampshire. GZA organized a plan to monitor the excavation of contaminated soils
within the Eversource Berlin Eastside Substation. Mr. Fink put together a health and
safety plan to ensure proper protective measures were set in place to avoid exposure
to contaminated materials. It had been decided that Level C personal protective
equipment (PPE) would be used until air monitoring data could be used to determine
whether lower level PPE would be adequate.
The air monitoring portion of the project involved tracking airborne dust and mercury
vapor concentrations using a dust meter and Jerome meter, respectively. Industrial
hygiene monitoring samples were equipped by Mr. Fink and two laborers, in order to
track mercury dust and lead dust concentrations within personnel breathing spaces.
All airborne contaminate concentrations were surpassed by OSHA and NIOSH
recommended personal exposure limits, therefore the decision to use Level D PPE was
made.
In addition to air monitoring, multiple soil samples were taken from the excavations.
Mr. Fink took samples from stockpiled contaminated soil to be analyzed for metals,
PAHs, TPHs, VOCs and a Toxicity Characteristic Leaching Procedure (TCLP) analysis
for each metal concentration equaling or exceeding 20-times its respective hazardous
waste toxicity characteristic regulatory level. The results of these laboratory results
were then used to assess and select the disposal/recycling options for waste disposal.
Environmental/Geotechnical Engineer II, Eversource Q166 Distribution Line,
Troy/Fitzwilliam, New Hampshire. GZA prepared all pertinent permit applications
and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice
of Intent for coverage under the United States Environmental Protection Agency
(EPA) Construction General Permit to construct a new distribution line through the
wetlands area in Troy and Fitzwilliam, NH. As required by the SWPPP, weekly
construction monitoring inspections were conducted by Mr. Fink, and reports were
distributed to all pertinent parties. Stormwater Best Management Practices (BMPs)
were inspected periodically and after significant rain events.
Mr. Fink also conducted a subsurface exploration near the Fitzwilliam substation to
determine soil and bedrock conditions underlying the proposed transmission line
structures. These findings were used to determined design criteria for the structures
which tie to Q166 line into the Fitzwilliam substation.
Russell Fink, EIT
Engineer II
Education
B.S., 2016, Civil Engineering
University of New Hampshire
Registrations & Certificates
OSHA-10 Construction Safety (2015)
OSHA-40 Hazardous Waste Operations
and Emergency Response Training (2016)
OSHA-8 Hazardous Waste Operations and
Emergency Response Supervisor Training
(2017)
Troxler Certification (2016)
GeoSeal Inspector Certification (2016)
Engineer inTraining (2016)
Affiliations
 AmericanSociety of Civil Engineers
Areas of Specialization
 Construction Compliance Monitoring
 Stormwater BMP Monitoring
 Wetlands Construction Monitoring
 Geotechnical Construction Quality
Control and Assurance
 Geotechnical Subsurface Explorations
© 2015 GZA GeoEnvironmental, Inc. Page | 2
Russell Fink, EIT
Engineer II
Environmental Engineer II,Eversource 313 Distribution
Line, Peterborough, New Hampshire. GZAprepared all
pertinent permit applications and prepared a Stormwater
Pollution Prevention Plan (SWPPP) in support of a Notice of
Intent for coverage under the United States Environmental
Protection Agency (EPA) Construction General Permit to
construct a new distribution line through the wetlands area in
Peterborough, NH. As required by the SWPPP, weekly
construction monitoring inspections were conducted by Mr.
Fink, and reports were distributed to all pertinent parties.
Stormwater Best Management Practices (BMPs) were
inspected periodically and after significant rain events.
Geotechnical Engineer II,Eversource Fitzwilliam 345/115kV
Sound Wall, Fitzwilliam, New Hampshire. GZAconducted a
subsurface exploration program consisting of two test borings
to evaluate subsurface soil and bedrock conditions, as well as
vacuum excavation to expose underground conduit in the
vicinity of the proposed sound wall. GZA performed a
foundation type evaluation and recommended a deep
foundation utilizing drilled shafts. GZA prepared a report
summarizing the explorations, our findings and provided
preliminary drilled shaft design recommendations, estimated
construction costs and construction considerations. Mr. Fink
was involved with the exploration program during which GZA
observed and inspected the test borings and vacuum
excavations in the 345/115kV substation yard.
Environmental Engineer II,Eversource 3818 Distribution
Line, Kingston, New Hampshire. GZA prepared all pertinent
permit applications and prepared a Stormwater Pollution
Prevention Plan (SWPPP) in support of a Notice of Intent for
coverage under the United States Environmental Protection
Agency (EPA) Construction General Permit to construct a new
distribution line through the wetlands area in Kingston, NH.
As required by the SWPPP, weekly construction monitoring
inspections were conducted by Mr. Fink, and reports were
distributed to all pertinent parties. Stormwater Best
Management Practices (BMPs) were inspected periodically
and after significant rain events.
Environmental Engineer II,Eversource 340 & 386
Distribution Line, Rochester, New Hampshire. GZA
prepared all pertinent permit applications and prepared a
Stormwater Pollution Prevention Plan (SWPPP) in support of
a Notice of Intent for coverage under the United States
Environmental Protection Agency (EPA) Construction General
Permit to construct a new distribution line through the
wetlands area in Rochester, NH. As required by the SWPPP,
weekly construction monitoring inspections were conducted
by Mr. Fink, and reports were distributed to all pertinent
parties. Stormwater BMPs were inspected periodically and
after significant rain events.
Environmental Engineer II,Eversource 346X2 Distribution
Line, Tuftenborough, New Hampshire. GZA prepared all
pertinent permit applications and prepared a Stormwater
Pollution Prevention Plan (SWPPP) in support of a Notice of
Intent for coverage under the United States Environmental
Protection Agency (EPA) Construction General Permit to
construct a new distribution line through the wetlands area in
Tuftenborough, NH. As required by the SWPPP, weekly
construction monitoring inspections were conducted by Mr.
Fink, and reports were distributed to all pertinent parties.
Stormwater BMPs were inspected periodically and after
significant rain events.
Environmental Engineer II,Eversource Peaslee Tap,
Danville, New Hampshire. GZA prepared all pertinent
permit applications and prepared a Stormwater Pollution
Prevention Plan (SWPPP) in support of a Notice of Intent for
coverage under the United States Environmental Protection
Agency (EPA) Construction General Permit to construct a new
Tap Yard in Danville, NH. As required by the SWPPP, weekly
construction monitoring inspections were conducted by Mr.
Fink, and reports were distributed to all pertinent parties.
Stormwater BMPs were inspected periodically and after
significant rain events.
Environmental Engineer II,Eversource Eagle Substation &
345kV Distribution Line, Merrimack,New Hampshire. GZA
prepared all pertinent permit applications and prepared a
Stormwater Pollution Prevention Plan (SWPPP) in support of
a Notice of Intent for coverage under the United States
Environmental Protection Agency (EPA) Construction General
Permit to construct a new Substation in Merrimack, NH. As
required by the SWPPP, weekly construction monitoring
inspections were conducted by Mr. Fink, and reports were
distributed to all pertinent parties. Stormwater BMPs were
inspected periodically and after significant rain events.
Environmental/Geotechnical Engineer II, Eversource 380
Line Split, Litchfield, New Hampshire. GZA prepared all
pertinent permit applications and prepared a Stormwater
Pollution Prevention Plan (SWPPP) in support of a Notice of
Intent for coverage under the United States Environmental
Protection Agency (EPA) Construction General Permit to
construct a new Tap Yard in Danville, NH. As required by the
SWPPP, weekly construction monitoring inspections were
© 2015 GZA GeoEnvironmental, Inc. Page | 3
Russell Fink, EIT
Engineer II
conducted by Mr. Fink, and reports were distributed to all
pertinent parties. Stormwater BMPs were inspected
periodically and after significant rain events.
Mr. Fink also observed installation of the 240-foot direct
embedded structure which carries the 380 line over the
Merrimack River. Mr. Fink observed a design specification
flaw where geotechnical specifications contradicted structural
specifications. Mr. Fink was able to work with Eversource
construction representatives and design engineers to find a
solution to the problem.
MUNICIPAL
Environmental Engineer II,City of Keene Woodland
Cemetery Wetland Restoration, Keene, New Hampshire.
GZA developed stream and wetland restoration plans to
improve wetland functions. Mr. Fink observed excavations of
environmentally impacted soils during wetlands restorations.
Existing soils were tested in-situ for volatile organic
compounds (VOCs), as well as sent to laboratories and tested
for polycyclic aromatic hydrocarbons (PAHs) and metals. Mr.
Fink also observed removal of contaminated soils to ensure
proper disposal. Stormwater BMPs were inspected
periodically and after significant rain events.
TRANSPORTATION
Geotechnical Engineer II,MassDOT Route 128/Interstate-
95 Highway Expansion, Needham, Massachusetts. Mr. Fink
conducted a subsurface exploration program consisting of
four additional test borings to evaluate subsurface soil
conditions in order to determine design criteria for a timber
pile foundation system. GZA performed a foundation type
evaluation and recommended timber piles be driven to
various depths dependent on previously determined soil
conditions. Mr. Fink also observed the installation of timber
piles in order to maintain quality assurance.
Geotechnical Engineer II,VTrans and NHDOT Bridge Signs
for Br. Nos. 044/103 & 044/104 carrying I-89 NB & SB over
Connecticut River, Various Locations, New Hampshire and
Vermont. Mr. Fink conducted a subsurface exploration
program consisting of five additional test borings to evaluate
subsurface soil conditions in order to determine design
criteria proposed traffic signs leading up to the I-89 bridge in
Lebanon, NH/Hartford, VT.
MEDICAL
Geotechnical Engineer II,Murphy McManus Primrose
Street Medical Building, Haverhill, Massachusetts. GZA
performed a foundation type evaluation based on a previous
subsurface exploration and recommended a GeoPier ground
improvement system for a proposed medical building. The
GeoPier system consisted of Rammed Aggregate Piers under
the building slab, and Grouted Aggregate Piers underneath
the continuous and spread footings.
Mr. Fink observed the installation of this GeoPier system to
maintain quality control and assurance. 155 GeoPiers were
installed in the vicinity of the proposed medical building, prior
to excavation and construction of building footings. GeoPier
depths and volume were recorded during installation, in order
to determine the as-built capacities of each GeoPier.
MILITARY FACILITIES
Geotechnical Engineer II,Raytheon S-Band Antenna, New
Boston Air Force Station, New Boston, New Hampshire.
GZA conducted a subsurface exploration program in the
vicinity of a proposed S-Band antenna in the New Boston Air
Force Station. GZA retained the services of Radar Solutions
Internation, Inc. (RSI) to conduct a utility locating survey at
the site to locate and identify existing underground utilities
and/or obstructions.
Mr. Fink conducted the subsurface exploration which
consisted of 10 auger probes to determine bedrock depth, 5
continuous standard penetration tests (SPT) to bedrock to
determine soil conditions, and 10 feet of bedrock core for the
5 borings. GZArecommended shallow footings bearing on
bedrock and a slab-on-grade design for the proposed S-Band
antenna.
COMMERCIAL
Geo-Seal Inspector, Cooper Street Apartments, Waltham,
Massachusetts.
© 2015 GZA GeoEnvironmental, Inc. Page | 4
Russell Fink, EIT
Engineer II
© 2015 GZA GeoEnvironmental, Inc. Page | 5
Russell Fink, EIT
Engineer II
© 2015 GZA GeoEnvironmental, Inc. Page | 6
Russell Fink, EIT
Engineer II

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Fink_NEW FORMAT resume (General)

  • 1. Summary ofExperience Mr. Fink is a recent graduate of the University of New Hampshire. He graduated with a Bachelor’s of Science Degree in Civil Engineering with a focus in the geotechnical field. Upon completion of the Fundamentals of Engineering exam, he became a certified Engineer in Training. Mr. Fink began working for GZA at the end of May, 2016, and has specialized in construction compliance monitoring and environmental oversight for a variety of Eversource projects. Relevant Project Experience ENERGY Environmental Engineer, Eversource Berlin Eastside Substation, Berlin, New Hampshire. GZA organized a plan to monitor the excavation of contaminated soils within the Eversource Berlin Eastside Substation. Mr. Fink put together a health and safety plan to ensure proper protective measures were set in place to avoid exposure to contaminated materials. It had been decided that Level C personal protective equipment (PPE) would be used until air monitoring data could be used to determine whether lower level PPE would be adequate. The air monitoring portion of the project involved tracking airborne dust and mercury vapor concentrations using a dust meter and Jerome meter, respectively. Industrial hygiene monitoring samples were equipped by Mr. Fink and two laborers, in order to track mercury dust and lead dust concentrations within personnel breathing spaces. All airborne contaminate concentrations were surpassed by OSHA and NIOSH recommended personal exposure limits, therefore the decision to use Level D PPE was made. In addition to air monitoring, multiple soil samples were taken from the excavations. Mr. Fink took samples from stockpiled contaminated soil to be analyzed for metals, PAHs, TPHs, VOCs and a Toxicity Characteristic Leaching Procedure (TCLP) analysis for each metal concentration equaling or exceeding 20-times its respective hazardous waste toxicity characteristic regulatory level. The results of these laboratory results were then used to assess and select the disposal/recycling options for waste disposal. Environmental/Geotechnical Engineer II, Eversource Q166 Distribution Line, Troy/Fitzwilliam, New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new distribution line through the wetlands area in Troy and Fitzwilliam, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater Best Management Practices (BMPs) were inspected periodically and after significant rain events. Mr. Fink also conducted a subsurface exploration near the Fitzwilliam substation to determine soil and bedrock conditions underlying the proposed transmission line structures. These findings were used to determined design criteria for the structures which tie to Q166 line into the Fitzwilliam substation. Russell Fink, EIT Engineer II Education B.S., 2016, Civil Engineering University of New Hampshire Registrations & Certificates OSHA-10 Construction Safety (2015) OSHA-40 Hazardous Waste Operations and Emergency Response Training (2016) OSHA-8 Hazardous Waste Operations and Emergency Response Supervisor Training (2017) Troxler Certification (2016) GeoSeal Inspector Certification (2016) Engineer inTraining (2016) Affiliations  AmericanSociety of Civil Engineers Areas of Specialization  Construction Compliance Monitoring  Stormwater BMP Monitoring  Wetlands Construction Monitoring  Geotechnical Construction Quality Control and Assurance  Geotechnical Subsurface Explorations
  • 2. © 2015 GZA GeoEnvironmental, Inc. Page | 2 Russell Fink, EIT Engineer II Environmental Engineer II,Eversource 313 Distribution Line, Peterborough, New Hampshire. GZAprepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new distribution line through the wetlands area in Peterborough, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater Best Management Practices (BMPs) were inspected periodically and after significant rain events. Geotechnical Engineer II,Eversource Fitzwilliam 345/115kV Sound Wall, Fitzwilliam, New Hampshire. GZAconducted a subsurface exploration program consisting of two test borings to evaluate subsurface soil and bedrock conditions, as well as vacuum excavation to expose underground conduit in the vicinity of the proposed sound wall. GZA performed a foundation type evaluation and recommended a deep foundation utilizing drilled shafts. GZA prepared a report summarizing the explorations, our findings and provided preliminary drilled shaft design recommendations, estimated construction costs and construction considerations. Mr. Fink was involved with the exploration program during which GZA observed and inspected the test borings and vacuum excavations in the 345/115kV substation yard. Environmental Engineer II,Eversource 3818 Distribution Line, Kingston, New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new distribution line through the wetlands area in Kingston, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater Best Management Practices (BMPs) were inspected periodically and after significant rain events. Environmental Engineer II,Eversource 340 & 386 Distribution Line, Rochester, New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new distribution line through the wetlands area in Rochester, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater BMPs were inspected periodically and after significant rain events. Environmental Engineer II,Eversource 346X2 Distribution Line, Tuftenborough, New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new distribution line through the wetlands area in Tuftenborough, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater BMPs were inspected periodically and after significant rain events. Environmental Engineer II,Eversource Peaslee Tap, Danville, New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new Tap Yard in Danville, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater BMPs were inspected periodically and after significant rain events. Environmental Engineer II,Eversource Eagle Substation & 345kV Distribution Line, Merrimack,New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new Substation in Merrimack, NH. As required by the SWPPP, weekly construction monitoring inspections were conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater BMPs were inspected periodically and after significant rain events. Environmental/Geotechnical Engineer II, Eversource 380 Line Split, Litchfield, New Hampshire. GZA prepared all pertinent permit applications and prepared a Stormwater Pollution Prevention Plan (SWPPP) in support of a Notice of Intent for coverage under the United States Environmental Protection Agency (EPA) Construction General Permit to construct a new Tap Yard in Danville, NH. As required by the SWPPP, weekly construction monitoring inspections were
  • 3. © 2015 GZA GeoEnvironmental, Inc. Page | 3 Russell Fink, EIT Engineer II conducted by Mr. Fink, and reports were distributed to all pertinent parties. Stormwater BMPs were inspected periodically and after significant rain events. Mr. Fink also observed installation of the 240-foot direct embedded structure which carries the 380 line over the Merrimack River. Mr. Fink observed a design specification flaw where geotechnical specifications contradicted structural specifications. Mr. Fink was able to work with Eversource construction representatives and design engineers to find a solution to the problem. MUNICIPAL Environmental Engineer II,City of Keene Woodland Cemetery Wetland Restoration, Keene, New Hampshire. GZA developed stream and wetland restoration plans to improve wetland functions. Mr. Fink observed excavations of environmentally impacted soils during wetlands restorations. Existing soils were tested in-situ for volatile organic compounds (VOCs), as well as sent to laboratories and tested for polycyclic aromatic hydrocarbons (PAHs) and metals. Mr. Fink also observed removal of contaminated soils to ensure proper disposal. Stormwater BMPs were inspected periodically and after significant rain events. TRANSPORTATION Geotechnical Engineer II,MassDOT Route 128/Interstate- 95 Highway Expansion, Needham, Massachusetts. Mr. Fink conducted a subsurface exploration program consisting of four additional test borings to evaluate subsurface soil conditions in order to determine design criteria for a timber pile foundation system. GZA performed a foundation type evaluation and recommended timber piles be driven to various depths dependent on previously determined soil conditions. Mr. Fink also observed the installation of timber piles in order to maintain quality assurance. Geotechnical Engineer II,VTrans and NHDOT Bridge Signs for Br. Nos. 044/103 & 044/104 carrying I-89 NB & SB over Connecticut River, Various Locations, New Hampshire and Vermont. Mr. Fink conducted a subsurface exploration program consisting of five additional test borings to evaluate subsurface soil conditions in order to determine design criteria proposed traffic signs leading up to the I-89 bridge in Lebanon, NH/Hartford, VT. MEDICAL Geotechnical Engineer II,Murphy McManus Primrose Street Medical Building, Haverhill, Massachusetts. GZA performed a foundation type evaluation based on a previous subsurface exploration and recommended a GeoPier ground improvement system for a proposed medical building. The GeoPier system consisted of Rammed Aggregate Piers under the building slab, and Grouted Aggregate Piers underneath the continuous and spread footings. Mr. Fink observed the installation of this GeoPier system to maintain quality control and assurance. 155 GeoPiers were installed in the vicinity of the proposed medical building, prior to excavation and construction of building footings. GeoPier depths and volume were recorded during installation, in order to determine the as-built capacities of each GeoPier. MILITARY FACILITIES Geotechnical Engineer II,Raytheon S-Band Antenna, New Boston Air Force Station, New Boston, New Hampshire. GZA conducted a subsurface exploration program in the vicinity of a proposed S-Band antenna in the New Boston Air Force Station. GZA retained the services of Radar Solutions Internation, Inc. (RSI) to conduct a utility locating survey at the site to locate and identify existing underground utilities and/or obstructions. Mr. Fink conducted the subsurface exploration which consisted of 10 auger probes to determine bedrock depth, 5 continuous standard penetration tests (SPT) to bedrock to determine soil conditions, and 10 feet of bedrock core for the 5 borings. GZArecommended shallow footings bearing on bedrock and a slab-on-grade design for the proposed S-Band antenna. COMMERCIAL Geo-Seal Inspector, Cooper Street Apartments, Waltham, Massachusetts.
  • 4. © 2015 GZA GeoEnvironmental, Inc. Page | 4 Russell Fink, EIT Engineer II
  • 5. © 2015 GZA GeoEnvironmental, Inc. Page | 5 Russell Fink, EIT Engineer II
  • 6. © 2015 GZA GeoEnvironmental, Inc. Page | 6 Russell Fink, EIT Engineer II