Rick Smith has over 30 years of experience in environmental site characterization and remediation projects. He has worked on both private and public projects, including those overseen by EPA, DOE, DOD, and state agencies. Mr. Smith has expertise in hydrogeology, well installation, sampling, and developing remediation plans to address contaminated soil and groundwater. He is skilled at project management, developing work plans, and preparing technical reports for a wide range of projects.
This resume is for Andrew Stone, who has 14 years of experience in environmental field investigations, geologic mapping, construction oversight, data analysis, and reporting. He has a B.A. in Geology and Environmental Studies from Wittenberg University and various health and safety certifications. Some of his major projects include performing geologic mapping and construction oversight for dam projects, field investigations for levee and pipeline projects, and serving as quality control manager for slurry wall construction. He has experience conducting Phase I environmental site assessments, subsurface investigations, monitoring well installation, and remediation projects.
Stephanie Romano is a staff assistant scientist with over one year of experience in remedial construction and soil excavation oversight, waste characterization and removal, and environmental site assessments focusing on soil, groundwater, and soil vapor investigations. She has a B.S. in Geology from SUNY Binghamton and relevant safety certifications. Some of her key projects include overseeing daily construction activities at a railroad reconstruction site, subcontractor drilling and sampling at residential and commercial redevelopment sites, and groundwater monitoring and reporting at a contaminated shopping center site.
Eric Peterson is a staff scientist at Acuity Environmental Solutions with over 10 years of experience in environmental remediation and investigation. He has extensive experience in site characterization, remediation techniques including bioremediation and chemical oxidation, and monitoring programs. He is proficient in various sampling techniques, report preparation, and use of software such as AutoCAD and geospatial programs. He has worked on projects involving contaminants such as heavy metals, chlorinated hydrocarbons, and petroleum at sites including former industrial facilities, dry cleaners, and gas stations.
Adrienne M. Sims has over 14 years of experience in environmental consulting, including project management, field work, and report preparation. She specializes in hydrogeology, environmental assessments, and subsurface investigations. Ms. Sims has extensive experience overseeing drilling projects, collecting field samples, installing monitoring wells, and managing projects from start to finish. She is skilled in project management, field work, regulatory compliance, and using various analysis software. Currently she is a Principal Geologist and Project Manager at URS Corporation, where she oversees projects and staff.
This document provides a summary of Eric E. Wetzstein's project experience, including over 15 years of experience managing environmental investigation and remediation projects in Hawaii and the Pacific region. Some of the key projects mentioned include managing assessments of PFAS contamination at over 100 Navy sites, brownfield redevelopment projects in Honolulu, and military munitions cleanup projects in Hawaii and Guam. The document lists his role and responsibilities for each project.
Letšeng Diamonds operates an open-pit mine in Lesotho known for producing large, high-quality white diamonds. The mine employs conventional open-pit mining and uses various geotechnical methods to allow for steeper pit slopes, including improved blasting, monitoring, and slope design practices. These methods have enabled a 6 Mt/a reduction in waste mining while increasing the mine's value and life. Careful geotechnical data collection and analysis informs the slope design and risk management to maintain safe operations at the steep pit slopes.
Morris Maccagno is a Principal Hydrogeologist and Groundwater Department Manager at Advisian with over 24 years of experience. He received his Master's degree in Geology from the University of Alberta in 1991. Since then, he has managed numerous projects involving site assessment and remediation, groundwater modeling, and legal support. He has specialized expertise in hydrogeology, contaminated sites, regional groundwater flow, and risk management. Maccagno has provided expert witness testimony in several hydrogeology-related court cases.
This resume is for Andrew Stone, who has 14 years of experience in environmental field investigations, geologic mapping, construction oversight, data analysis, and reporting. He has a B.A. in Geology and Environmental Studies from Wittenberg University and various health and safety certifications. Some of his major projects include performing geologic mapping and construction oversight for dam projects, field investigations for levee and pipeline projects, and serving as quality control manager for slurry wall construction. He has experience conducting Phase I environmental site assessments, subsurface investigations, monitoring well installation, and remediation projects.
Stephanie Romano is a staff assistant scientist with over one year of experience in remedial construction and soil excavation oversight, waste characterization and removal, and environmental site assessments focusing on soil, groundwater, and soil vapor investigations. She has a B.S. in Geology from SUNY Binghamton and relevant safety certifications. Some of her key projects include overseeing daily construction activities at a railroad reconstruction site, subcontractor drilling and sampling at residential and commercial redevelopment sites, and groundwater monitoring and reporting at a contaminated shopping center site.
Eric Peterson is a staff scientist at Acuity Environmental Solutions with over 10 years of experience in environmental remediation and investigation. He has extensive experience in site characterization, remediation techniques including bioremediation and chemical oxidation, and monitoring programs. He is proficient in various sampling techniques, report preparation, and use of software such as AutoCAD and geospatial programs. He has worked on projects involving contaminants such as heavy metals, chlorinated hydrocarbons, and petroleum at sites including former industrial facilities, dry cleaners, and gas stations.
Adrienne M. Sims has over 14 years of experience in environmental consulting, including project management, field work, and report preparation. She specializes in hydrogeology, environmental assessments, and subsurface investigations. Ms. Sims has extensive experience overseeing drilling projects, collecting field samples, installing monitoring wells, and managing projects from start to finish. She is skilled in project management, field work, regulatory compliance, and using various analysis software. Currently she is a Principal Geologist and Project Manager at URS Corporation, where she oversees projects and staff.
This document provides a summary of Eric E. Wetzstein's project experience, including over 15 years of experience managing environmental investigation and remediation projects in Hawaii and the Pacific region. Some of the key projects mentioned include managing assessments of PFAS contamination at over 100 Navy sites, brownfield redevelopment projects in Honolulu, and military munitions cleanup projects in Hawaii and Guam. The document lists his role and responsibilities for each project.
Letšeng Diamonds operates an open-pit mine in Lesotho known for producing large, high-quality white diamonds. The mine employs conventional open-pit mining and uses various geotechnical methods to allow for steeper pit slopes, including improved blasting, monitoring, and slope design practices. These methods have enabled a 6 Mt/a reduction in waste mining while increasing the mine's value and life. Careful geotechnical data collection and analysis informs the slope design and risk management to maintain safe operations at the steep pit slopes.
Morris Maccagno is a Principal Hydrogeologist and Groundwater Department Manager at Advisian with over 24 years of experience. He received his Master's degree in Geology from the University of Alberta in 1991. Since then, he has managed numerous projects involving site assessment and remediation, groundwater modeling, and legal support. He has specialized expertise in hydrogeology, contaminated sites, regional groundwater flow, and risk management. Maccagno has provided expert witness testimony in several hydrogeology-related court cases.
Rosemont Copper gave this presentation on the Rosemont Reclamation Plan dated July 2007. The presentation was given to the Forest Service and their contractors during a meeting in May 2010.
This document discusses key aspects of engineering geology and its importance in modern development. It provides examples of how poor subsurface conditions, lack of safety measures, and lack of studies can lead to infrastructure failures. It emphasizes the role of engineering geology in properly studying soil and subsurface conditions before construction to select the best design and safety remedies. Methods discussed include field and laboratory investigations to understand rock quality and recommend appropriate structural support.
Amiya Kumar Ghosh has over 16 years of experience in geotechnical engineering, soil science, and construction quality assurance. He has worked on numerous transportation projects in Ohio, including highway, bridge, and tunnel projects. Currently, he is a senior consultant providing quality oversight for the $331 million Cleveland Opportunity Corridor project.
The Applied Anthropology Laboratories (AAL) provides geoarchaeological services to help resolve archaeological questions. Geoarchaeology incorporates aspects of geology, geomorphology, soil science, and archaeology. AAL's services include landscape analysis, soil description, micromorphology, coring, dating, geophysics, flotation, and geochemistry. These techniques help identify buried sites, features, and deposits to enhance understanding of archaeological sites. AAL staff have experience in all phases of investigation and can assist with projects through consultation, field work, analysis, and reporting.
Site investigation plays a crucial role in identifying adverse ground conditions that can jeopardize tunnel projects and cause delays or accidents during construction. Key aspects of site investigation include desk studies, walkover surveys, subsurface exploration techniques like drilling and cone penetration tests, and geophysical methods. Case studies of past tunneling accidents demonstrate how lack of knowledge about geological conditions from inadequate site investigation can lead to failures like collapses from groundwater ingress or unstable rock masses. A multistage site investigation employing various techniques can best acquire information to reduce risks from unexpected ground conditions during tunnel excavation.
1892 soil investigation for foundationsChandra Mouli
This document provides the code of practice for subsurface investigation for foundations in India. It outlines the importance of subsurface exploration to understand soil and groundwater conditions at construction sites. The document discusses site reconnaissance, previous land use history, suitable investigation methods like trial pits, boreholes, geophysical tests. It provides guidance on number and spacing of exploration points based on site size and geology. Exploration depth should be 1.5 times the width of foundation below foundation level. The code aims to help engineers obtain complete subsurface information for foundation design and construction.
IRJET- Index And Engineering Properties of Residual Tropical Soils of Sou...IRJET Journal
This document summarizes a study that investigated the engineering properties of soils in Konso town, Ethiopia. Eight test pits were dug and soil samples were collected and tested in the lab to determine their physical, index, shear strength, and consolidation properties. The dominant soil type was found to be silty clay (MH) based on grain size analysis and Atterberg limits tests. Properties tested included moisture content, plasticity index, clay fraction, free swell, specific gravity, shear strength parameters, and unconfined compression strength. The results showed that the soils generally had moderate to high expansiveness based on free swell tests. Proper handling and testing methods are needed when evaluating properties of residual tropical soils.
Dr. Malek Smadi, Ph.D. thesis lateral deformation and associated settlement r...Dr. Malek Smadi
Settlement of structures on soft clay deposits results from flow and consolidation of soil. In the latter case, water squeezes out from under the structure, whereas in the former case soil squeezes out. Settlement resulting from flow of soil depends on the factor of safety against undrained instability.
In construction situations where the factor of safety is small, an accurate prediction of settlement reSUlting from flow of soil is required. Field measurements of horizontal deformation of soft clays during and after construction of embankments and storage facilities have been collected from throughout the world, covering 180 case histories, to relate lateral deformation to the factor of safety and to develop a practical procedure for computing settlements resulting from flow of soil.
Evidence of Geological Control on Reservoir Petrophysical Properties of “Beta...Premier Publishers
Geological controls on the reservoir petrophysical properties of “BETA Field” have been carried out using suites of wireline logs. Stratigraphic relationship among the reservoir sand bodies including their geometrical architectures, and their stacking patterns were also established. Exponential regression analysis of some of the petrophysical parameters were carried out to establish any relationship with depositional processes as well as depositional environments of the reservoir sand bodies in the field. The main factor controlling petrophysical properties and thickness for these reservoirs is the type of sandstone facies. The petrophysical evaluation of both reservoirs (K and Q) depicts porosity range from fair to very good across wells (i.e 11% to 25%). From the evaluated reservoirs porosity, there is no significant reduction of porosity with depth increase. The values obtained for the permeability of both reservoirs (K and Q) varied widely and inconsistent across the wells in the study field. The various depositional environments established in BETA field include fluvial, tidal channel, mouth bars, delta front, and the reservoir sands occurring in different depositional settings, resulting from different depositional processes, which had a wide range of petrophysical properties.
Hydrocarbon Trapping mechanism and petrophysical analysis of Afam field, offs...David Oyeyemi
This document discusses the structural trapping mechanism and petrophysical analysis of reservoirs in the Afam oil field, located offshore Nigeria in the Niger Delta. Seismic reflection data and well logs from three wells were used to map four hydrocarbon-bearing reservoirs and identify structural and stratigraphic traps. The main structural trap is an anticlinal structure at the center of the field, assisted by faults. Additional traps include fault-related closures. Petrophysical analysis of the reservoirs in two wells revealed porosity ranging from 21-31% and 1050-11,777 mD, indicating productive reservoirs. Water saturation was generally low at 3-20% with corresponding high hydrocarbon saturation of 80-97%, proving the reservoirs to
This document discusses engineering geology, including its history, applications, and scope. It provides information on 5 group members and 3 topics related to engineering geology. The history section outlines important publications and programs from the 1880s to the 1920s. Applications of engineering geology are described in civil engineering, mining, petroleum engineering, and other disciplines. The scope of engineering geology includes residential/commercial developments, government/military installations, mining works, public works projects, flood control, understanding earth's structure and evolution, and assisting with civil engineering tasks like dam and foundation design.
The document discusses site investigation for civil engineering projects. It explains that site investigations are needed to understand ground conditions and enable safe and cost-effective project design, construction and operation. The objectives of site investigations are to assess suitability, enable design, plan construction, consider environmental impacts, and identify alternative sites. Site investigations involve desk studies, site reconnaissance, subsurface exploration including boreholes, and laboratory and in-situ testing to characterize soil and rock properties.
This document provides an overview of site investigation planning and procurement. It discusses the objectives of site investigation, which include site selection, foundation and earthworks design, temporary works design, assessing environmental impacts, investigating existing construction, designing remedial works, and conducting safety checks. The document also outlines the history and development of site investigation techniques from ancient times through the 20th century, noting important contributions from Terzaghi, Casagrande, and others to establishing modern soil mechanics principles and standardized investigation methods.
The Parkersburg Site in West Virginia contains an engineered disposal cell for radioactive waste from a former uranium mill. Major long-term stewardship activities include monitoring the disposal cell, restricting access, inspecting fencing and signs, and monitoring groundwater. The 6-hectare site has been monitored since 1983, with disposal of approximately 15,300 cubic meters of waste in the cell. Annual costs average around $16,400, with higher costs every 5 years for groundwater monitoring. The site will remain under long-term stewardship by the DOE indefinitely to ensure the integrity of the disposal cell.
Brian Neil Shaffer is a licensed professional geologist with over 25 years of experience managing geology projects and providing geological services to mining companies. He has expertise in project management, exploration drilling, reserve evaluations, mapping, and using various technical tools. His experience includes supervising geology staff and managing all phases of drilling and geology projects from planning through completion for several mining companies.
The document discusses the three stages of site investigation: 1) a desk study involving collecting existing information about the site, 2) a walk-over survey to confirm and further investigate information from the desk study, and 3) a ground investigation using techniques like boreholes and trial pits to obtain detailed soil information. The walk-over survey involves inspecting six areas of the site, while the ground investigation provides soil classification, profiles, and parameters needed for foundation design. Understanding the groundwater conditions is also important, as a high water table can increase construction costs and risks.
1. Local soil conditions significantly impact the seismic response of soil-structure systems. Soils exhibit complex non-linear behavior under seismic loading ranging from cyclic mobility to liquefaction and large displacements.
2. Building codes incorporate soil effects on seismic demand through site classifications and amplification factors, but these do not account for liquefaction, topography, or soil-structure interaction.
3. Estimating soil displacements is important for performance-based design, with recent codes prescribing allowances for total and differential displacements on foundations.
The document discusses entrepreneurship and small businesses. It quotes Muhammad Yunus saying that in ancient times, all humans were entrepreneurs by finding their own food, and civilization has suppressed this natural entrepreneurial spirit. It then provides statistics showing that most US businesses are small businesses and over half of small business owners work over 50 hours per week. It introduces Lift Your Business as helping small business owners improve their revenue growth systems over time. It mentions developing an apprenticeship program as a B-Corp and lists reasons to serve small business owners with big visions.
Cesar G. Diaz Jr. has over 25 years of experience at Verizon in various roles such as Senior Analyst, Supervisor, Local Manager, and Technician. He currently manages Verizon's relationship with external partners for international call centers, supervising 500 agents and decreasing monthly costs by $38,000. Previously he reduced costs by $4M as a Supervisor and set performance goals as a Local Manager for 24 technicians. He has a BA in Business Management from Eckerd College.
The document provides a user guide for an after sales management system for a telecom company. It describes the various modules for different user departments including administration, call center, dispatch, orders, accounts, technical and system admin. It provides details on the various forms and functionality available to users in each department for activities like product management, customer registration, complaint registration and processing, order processing and dispatch management.
Rosemont Copper gave this presentation on the Rosemont Reclamation Plan dated July 2007. The presentation was given to the Forest Service and their contractors during a meeting in May 2010.
This document discusses key aspects of engineering geology and its importance in modern development. It provides examples of how poor subsurface conditions, lack of safety measures, and lack of studies can lead to infrastructure failures. It emphasizes the role of engineering geology in properly studying soil and subsurface conditions before construction to select the best design and safety remedies. Methods discussed include field and laboratory investigations to understand rock quality and recommend appropriate structural support.
Amiya Kumar Ghosh has over 16 years of experience in geotechnical engineering, soil science, and construction quality assurance. He has worked on numerous transportation projects in Ohio, including highway, bridge, and tunnel projects. Currently, he is a senior consultant providing quality oversight for the $331 million Cleveland Opportunity Corridor project.
The Applied Anthropology Laboratories (AAL) provides geoarchaeological services to help resolve archaeological questions. Geoarchaeology incorporates aspects of geology, geomorphology, soil science, and archaeology. AAL's services include landscape analysis, soil description, micromorphology, coring, dating, geophysics, flotation, and geochemistry. These techniques help identify buried sites, features, and deposits to enhance understanding of archaeological sites. AAL staff have experience in all phases of investigation and can assist with projects through consultation, field work, analysis, and reporting.
Site investigation plays a crucial role in identifying adverse ground conditions that can jeopardize tunnel projects and cause delays or accidents during construction. Key aspects of site investigation include desk studies, walkover surveys, subsurface exploration techniques like drilling and cone penetration tests, and geophysical methods. Case studies of past tunneling accidents demonstrate how lack of knowledge about geological conditions from inadequate site investigation can lead to failures like collapses from groundwater ingress or unstable rock masses. A multistage site investigation employing various techniques can best acquire information to reduce risks from unexpected ground conditions during tunnel excavation.
1892 soil investigation for foundationsChandra Mouli
This document provides the code of practice for subsurface investigation for foundations in India. It outlines the importance of subsurface exploration to understand soil and groundwater conditions at construction sites. The document discusses site reconnaissance, previous land use history, suitable investigation methods like trial pits, boreholes, geophysical tests. It provides guidance on number and spacing of exploration points based on site size and geology. Exploration depth should be 1.5 times the width of foundation below foundation level. The code aims to help engineers obtain complete subsurface information for foundation design and construction.
IRJET- Index And Engineering Properties of Residual Tropical Soils of Sou...IRJET Journal
This document summarizes a study that investigated the engineering properties of soils in Konso town, Ethiopia. Eight test pits were dug and soil samples were collected and tested in the lab to determine their physical, index, shear strength, and consolidation properties. The dominant soil type was found to be silty clay (MH) based on grain size analysis and Atterberg limits tests. Properties tested included moisture content, plasticity index, clay fraction, free swell, specific gravity, shear strength parameters, and unconfined compression strength. The results showed that the soils generally had moderate to high expansiveness based on free swell tests. Proper handling and testing methods are needed when evaluating properties of residual tropical soils.
Dr. Malek Smadi, Ph.D. thesis lateral deformation and associated settlement r...Dr. Malek Smadi
Settlement of structures on soft clay deposits results from flow and consolidation of soil. In the latter case, water squeezes out from under the structure, whereas in the former case soil squeezes out. Settlement resulting from flow of soil depends on the factor of safety against undrained instability.
In construction situations where the factor of safety is small, an accurate prediction of settlement reSUlting from flow of soil is required. Field measurements of horizontal deformation of soft clays during and after construction of embankments and storage facilities have been collected from throughout the world, covering 180 case histories, to relate lateral deformation to the factor of safety and to develop a practical procedure for computing settlements resulting from flow of soil.
Evidence of Geological Control on Reservoir Petrophysical Properties of “Beta...Premier Publishers
Geological controls on the reservoir petrophysical properties of “BETA Field” have been carried out using suites of wireline logs. Stratigraphic relationship among the reservoir sand bodies including their geometrical architectures, and their stacking patterns were also established. Exponential regression analysis of some of the petrophysical parameters were carried out to establish any relationship with depositional processes as well as depositional environments of the reservoir sand bodies in the field. The main factor controlling petrophysical properties and thickness for these reservoirs is the type of sandstone facies. The petrophysical evaluation of both reservoirs (K and Q) depicts porosity range from fair to very good across wells (i.e 11% to 25%). From the evaluated reservoirs porosity, there is no significant reduction of porosity with depth increase. The values obtained for the permeability of both reservoirs (K and Q) varied widely and inconsistent across the wells in the study field. The various depositional environments established in BETA field include fluvial, tidal channel, mouth bars, delta front, and the reservoir sands occurring in different depositional settings, resulting from different depositional processes, which had a wide range of petrophysical properties.
Hydrocarbon Trapping mechanism and petrophysical analysis of Afam field, offs...David Oyeyemi
This document discusses the structural trapping mechanism and petrophysical analysis of reservoirs in the Afam oil field, located offshore Nigeria in the Niger Delta. Seismic reflection data and well logs from three wells were used to map four hydrocarbon-bearing reservoirs and identify structural and stratigraphic traps. The main structural trap is an anticlinal structure at the center of the field, assisted by faults. Additional traps include fault-related closures. Petrophysical analysis of the reservoirs in two wells revealed porosity ranging from 21-31% and 1050-11,777 mD, indicating productive reservoirs. Water saturation was generally low at 3-20% with corresponding high hydrocarbon saturation of 80-97%, proving the reservoirs to
This document discusses engineering geology, including its history, applications, and scope. It provides information on 5 group members and 3 topics related to engineering geology. The history section outlines important publications and programs from the 1880s to the 1920s. Applications of engineering geology are described in civil engineering, mining, petroleum engineering, and other disciplines. The scope of engineering geology includes residential/commercial developments, government/military installations, mining works, public works projects, flood control, understanding earth's structure and evolution, and assisting with civil engineering tasks like dam and foundation design.
The document discusses site investigation for civil engineering projects. It explains that site investigations are needed to understand ground conditions and enable safe and cost-effective project design, construction and operation. The objectives of site investigations are to assess suitability, enable design, plan construction, consider environmental impacts, and identify alternative sites. Site investigations involve desk studies, site reconnaissance, subsurface exploration including boreholes, and laboratory and in-situ testing to characterize soil and rock properties.
This document provides an overview of site investigation planning and procurement. It discusses the objectives of site investigation, which include site selection, foundation and earthworks design, temporary works design, assessing environmental impacts, investigating existing construction, designing remedial works, and conducting safety checks. The document also outlines the history and development of site investigation techniques from ancient times through the 20th century, noting important contributions from Terzaghi, Casagrande, and others to establishing modern soil mechanics principles and standardized investigation methods.
The Parkersburg Site in West Virginia contains an engineered disposal cell for radioactive waste from a former uranium mill. Major long-term stewardship activities include monitoring the disposal cell, restricting access, inspecting fencing and signs, and monitoring groundwater. The 6-hectare site has been monitored since 1983, with disposal of approximately 15,300 cubic meters of waste in the cell. Annual costs average around $16,400, with higher costs every 5 years for groundwater monitoring. The site will remain under long-term stewardship by the DOE indefinitely to ensure the integrity of the disposal cell.
Brian Neil Shaffer is a licensed professional geologist with over 25 years of experience managing geology projects and providing geological services to mining companies. He has expertise in project management, exploration drilling, reserve evaluations, mapping, and using various technical tools. His experience includes supervising geology staff and managing all phases of drilling and geology projects from planning through completion for several mining companies.
The document discusses the three stages of site investigation: 1) a desk study involving collecting existing information about the site, 2) a walk-over survey to confirm and further investigate information from the desk study, and 3) a ground investigation using techniques like boreholes and trial pits to obtain detailed soil information. The walk-over survey involves inspecting six areas of the site, while the ground investigation provides soil classification, profiles, and parameters needed for foundation design. Understanding the groundwater conditions is also important, as a high water table can increase construction costs and risks.
1. Local soil conditions significantly impact the seismic response of soil-structure systems. Soils exhibit complex non-linear behavior under seismic loading ranging from cyclic mobility to liquefaction and large displacements.
2. Building codes incorporate soil effects on seismic demand through site classifications and amplification factors, but these do not account for liquefaction, topography, or soil-structure interaction.
3. Estimating soil displacements is important for performance-based design, with recent codes prescribing allowances for total and differential displacements on foundations.
The document discusses entrepreneurship and small businesses. It quotes Muhammad Yunus saying that in ancient times, all humans were entrepreneurs by finding their own food, and civilization has suppressed this natural entrepreneurial spirit. It then provides statistics showing that most US businesses are small businesses and over half of small business owners work over 50 hours per week. It introduces Lift Your Business as helping small business owners improve their revenue growth systems over time. It mentions developing an apprenticeship program as a B-Corp and lists reasons to serve small business owners with big visions.
Cesar G. Diaz Jr. has over 25 years of experience at Verizon in various roles such as Senior Analyst, Supervisor, Local Manager, and Technician. He currently manages Verizon's relationship with external partners for international call centers, supervising 500 agents and decreasing monthly costs by $38,000. Previously he reduced costs by $4M as a Supervisor and set performance goals as a Local Manager for 24 technicians. He has a BA in Business Management from Eckerd College.
The document provides a user guide for an after sales management system for a telecom company. It describes the various modules for different user departments including administration, call center, dispatch, orders, accounts, technical and system admin. It provides details on the various forms and functionality available to users in each department for activities like product management, customer registration, complaint registration and processing, order processing and dispatch management.
Victoria Day has over 20 years of experience in healthcare, with expertise in revenue cycle management and IT systems implementation. She has extensive leadership experience overseeing revenue cycle operations for ambulatory surgery centers and implementing Healthland Centriq software. Her background includes roles in business analysis, revenue cycle process improvement, and medical billing. She currently works as a senior consultant helping clients implement Healthland Centriq revenue cycle modules.
New Tools for an Old Art: Rhetorical Analysis Through Visualization and PlayShannan Butler
Presented to the 2012 Southern States Communication Association, this Slideshare explores the use of data visualization software in the practice of rhetorical criticism.
This document discusses various perspectives on advertising and content consumption. It suggests that people do not actively choose to view advertisements but see them as the cost of accessing free content. Large audiences are not necessarily more important than message quality or storytelling ability. Brands should focus on why people engage rather than just what they offer. Sacrificing some audience size for message and story quality is also discussed.
This curriculum vitae summarizes John Haramut's education and professional experience. He holds a BSc in Geology from the University of South Carolina and an MSc in Geology with a cognate in Mathematics also from USC. Professionally, he has over 25 years of experience as a geologist working on environmental investigation and remediation projects, and has held roles as a department manager and senior technical director. He has extensive field experience in geological mapping, drilling supervision, and environmental sampling.
Michael P. Musso is a senior project engineer with over 20 years of experience in environmental engineering, consulting, and regulatory compliance. He has expertise in managing site investigations, risk assessments, and remedial design projects. Some of his areas of focus include conducting risk assessments and feasibility studies, developing remedial designs, performing exposure assessments, and reviewing and analyzing environmental data. He has worked on numerous projects involving soil, groundwater, and sediment contamination at both industrial and redevelopment sites.
Mr. Stone has over 8 years of experience as an environmental consultant involved with the investigation and remediation of contaminated properties. He has conducted over 1,000 subsurface investigations and installed groundwater monitoring wells. His areas of expertise include contaminated site management, underground storage tank investigation and remediation system design. He holds a B.S. in Geology from Syracuse University and is working towards an M.S. in Physics from SUNY Cortland.
Morris Dirnberger has over 35 years of experience in geotechnical engineering, including 29 years with the U.S. Army Corps of Engineers. He has a Ph.D. in civil engineering and is a licensed professional engineer. At Kiewit, he serves as a geotechnical consultant providing technical reviews and design checks. Some of his project experience includes reviewing reports for desalination plants, transmission lines, and port facilities, and providing recommendations to address issues like liquefiable soils and karst geology. Previously he led geotechnical engineering for dam and levee projects, performed emergency response work, and taught as an adjunct professor.
Lori C. Robison is seeking full-time employment in Alaska and has over 30 years of experience providing hydrogeologic and environmental consulting services. She has expertise in hydrogeologic studies, well testing, environmental site assessments, soil and groundwater investigations, and regulatory compliance. Recent project experience includes emergency response to a diesel spill in Alaska and annual groundwater sampling and reporting in several Alaska communities.
Philip Johnson is an accomplished senior geophysicist with over 50 years of experience in acquisition, processing, interpretation, and reservoir characterization of seismic data. He has extensive experience in the Gulf of Mexico and onshore US, as well as international experience in Trinidad, Bangladesh, and China. Johnson held various roles at Amoco Production Company from 1962 to 1994 and has since worked as an independent consultant.
- Andrew Gorman has over 30 years of experience in environmental remediation, regulatory compliance, construction safety, and cultural resource management.
- He has worked for 14 years on the Hunters Point Naval Shipyard site in San Francisco, filling roles including Field Engineer, Site Safety and Health Officer, and assisting the Quality Control Manager.
- He is currently the Site Safety and Health Officer for the radiological characterization and final status survey at the former Naval Station Treasure Island.
Robert M. Bennett is an environmental scientist with over 7 years of experience in environmental consulting. He has experience
conducting Phase I and II ESAs, asbestos and lead-based paint inspections, air monitoring, and overseeing asbestos abatement
projects. He also has experience with soil sampling, data management, and project management. Mr. Bennett coordinates with clients,
regulators, attorneys, and subcontractors to provide cost-effective solutions for environmental concerns.
Mark T. Egley is seeking full-time employment as a geologist with over 10 years of experience in geology and geotechnical field work. He has a B.S. in Geology and Geophysics from the University of Missouri-Rolla. His experience includes soil and rock sampling and testing, well installation, and hydrogeology investigations. He has worked on various projects involving stone columns, environmental site assessments, landfills, and more.
EMC2 is an engineering and construction management consulting firm with offices in Arizona, Colorado, and Montana. They provide a wide range of environmental services including site investigations, remedial investigations and feasibility studies, program management, engineering design, and construction services. Some of their project experience includes conducting environmental assessments and remedial investigations at contaminated mining, manufacturing, and petroleum sites. They also have expertise in developing cost estimates, cash flow projections, and remediation plans to support brownfield redevelopment and land revitalization projects.
Mr. Khan has extensive experience managing environmental site assessments, remediation projects, and regulatory compliance efforts for various public and private clients. His expertise includes evaluating contamination from petroleum hydrocarbons and managing multi-site portfolios involving soil and groundwater remediation. Some of the clients he has assisted include Shell Oil, Atlantic Richfield, ConocoPhillips, state agencies in Arizona and Michigan, and residential developers.
THE EFFECT OF GEOTECHNICAL PROPERTIES ON THE BEARING CAPACITY OF SELECTED SOI...IAEME Publication
The document summarizes a study on the geotechnical properties and bearing capacity of soils in Al-Najaf Governorate, Iraq. Laboratory and field tests were conducted including standard penetration tests, water level observations, and permeability tests. The soils were found to be predominantly clayey with high plasticity (CH), and groundwater was detected between 0.5-0.9 meters below surface. Bearing capacity was calculated using dynamic and static methods, ranging from 21.45-31.35 tonnes/m2 and 9.82-14.20 tonnes/m2 respectively. The study concluded the soils will require engineering treatments before construction.
This document provides a summary of Rosemary Bloise's professional experience and qualifications. She has over 15 years of experience as a wetland scientist and ecologist, including 8 years conducting graduate research on boreal peatland development and reclamation. She has worked extensively on wetland delineation and monitoring projects, as well as providing expert testimony at regulatory hearings on topics related to wetlands and peatlands. Ms. Bloise has experience working with both private sector consulting firms and academic institutions in Canada, the United States, and Sweden.
More than 25 years of proven environmental consulting leadership through key roles with prominent global EPC companies and through long-term business ownership and operation. Demonstrated versatility leading professional teams on critical and highly visible projects for government agencies (e.g., DOD, EPA, various municipalities) and private sector clients (LADWP, Nextera, Solar Reserve, Aerojet General, Waste Management) – from concept to completion. Diverse background as a hydrogeologist, water resource scientist, solid waste/landfill specialist, and permitting and compliance specialist.
Brian Neil Shaffer is a licensed professional geologist with over 25 years of experience managing geology projects and providing geological services to mining companies. He has expertise in project management, exploration drilling, reserve evaluations, mapping, and using various technical tools. His experience includes supervising geology staff and serving as a senior manager and chief geologist at Alpha Natural Resources, where he developed geological programs and conducted investigations to improve safety, productivity, and compliance. He is a registered professional geologist in Pennsylvania with an MS in geology from West Virginia University and BS from Juniata College.
Brian Neil Shaffer is a licensed professional geologist with over 25 years of experience managing geology projects and providing geological services to mining companies. He has expertise in project management, exploration drilling, reserve evaluations, mapping, and using various technical tools. His experience includes supervising geology staff and managing all phases of drilling and geology projects from planning through completion for several mining companies.
This document provides a resume for D. Michael Chapin Jr. It summarizes his education, including an MS in Geology from New Mexico Institute of Mining and Technology and a BA in History from Virginia Polytechnic Institute and State University. It also outlines his professional experience as a geohydrologist at Sandia National Laboratories from 2002-2013, where he conducted various hydrologic, geologic, and environmental projects. Additional details are provided on relevant skills, awards, publications, and presentations.
Bradly L. Herbert is an engineering geologist with over 35 years of experience in project management, field exploration, geologic mapping, slope stability analysis, foundation design, and construction monitoring across various industries including civil, transportation, mining, dams, water, and environmental projects. He has extensive expertise in geotechnical engineering techniques and software. His professional experience includes senior engineering geology roles with private consulting firms and management positions with the U.S. Bureau of Reclamation, Forest Service, and Corps of Engineers.
Maureen O'Shea-Stone has over 30 years of experience in NEPA and natural resource planning, including managing environmental impact statements and assessments. She has specific expertise in terrestrial plant ecology, endangered species surveys, and natural resource monitoring. She has worked on numerous projects involving resource management, land development, and reclamation across the western United States and Panama.
1. Rick Smith, CPG
AECOM
333 E. Wetmore Rd., Suite 400
Tucson, AZ 85704
Overview
Mr. Smith has technical experience in environmental characterization and
remediation of impacted soils and groundwater. Mr. Smith has experience
with private and public projects including Environmental Protection
Agency (EPA) Superfund, Department of Energy (DOE), Department of
Defense (DOD), and State Voluntary Remediation Programs (VRP). Mr.
Smith’s project work includes site assessment and aquifer characterization,
hydrogeology, source characterization, risk assessment, remedial
investigation/feasibility studies (RI/FS), and remedial action/remedial
design (RA/RD). He has a wide range of experience with deep well
installation, including directional and angle production wells. He possesses
strong teamwork skills in interacting with geologists, engineers, risk
assessors, and regulatory agencies to develop conceptual site models,
corrective action plans, regulatory alternatives, and site closure strategies.
Mr. Smith is responsible for writing proposals, work plans, sampling
plans, and technical reports; and cost and concept estimation, project
scoping, QA/QC document review, coordinating large scale project
activities, procuring and coordinating subcontractors, equipment,
materials and supplies.
Project Specific Experience
Supervising Geologist, Twin Metals Minnesota, Ely, Minnesota,
2015: Responsible for oversight and training of Twin Metals staff during
initial phases of a hydrogeology study. Project objectives included
defining depth to top of bedrock, determining thickness of weathered
bedrock zone, and determining water transmitting properties of bedrock
specifically focusing on along fault and fracture zones. Installed 4 monitor
wells using rotosonic drilling methods. Evaluated geophysical logs,
optical televiewer logs, and acoustic borehole televiewer logs with core
collected from 500 and 1,000 foot coreholes to select intervals for testing.
Provided direction and oversight during constant rate injection and falling
head packer tests and flow tests. Used data from testing to design
grouted piezometers for each corehole; and installed four vibrating wire
pressue transducers in each corehole to evaluate potential water zones.
Field Supervisor/Geologist, Shell Retail, Arizona, 2014: Responsible
for oversight of carbon injection program to remediate impacted soils and
groundwater. Documented injection pressures and loads at discrete
intervals in 25 direct push locations on a 10 foot grid across the site.
Field Supervisor/Geologist, FMI Morenci, Arizona, 2012-14:
Responsible for five exploration test holes to depths of 1,400 feet; the
installation of two 16-inch diameter production wells to depths of 1,400
and 1,600 feet; and two 16-inch diameter directional/angle production
2. wells to 1,300 and 1,500 feet capable of producing 1,700 GPM. Drilling
methods were dual tube reverse circulation and flooded reverse. Mr.
Smith served as field supervisor and on site geologist for all phases of the
field program, which included health and safety tasks, logging cuttings,
field mapping, well construction and development oversight, open hole
air lift testing, aquifer step testing, constant rate aquifer testing, field data
management including setup and download of pressure transducers, and
reporting.
Field Geologist, FMI Safford, Arizona, 2012: Responsible for
installation of piezometers on the leach pad for the Cell 5 response. The
borings were drilled using Sonic methods. Responsible for field
documentation and staff coordination/training for the leach pad work.
Field Geologist, FMI Morenci, Arizona, 2012: Responsible for logging
and sample collection of eight test holes in the Gila Group, nine test holes
on the slopes of Dam 2E and Dam 3E, and two test holes within the
footprint of a proposed pump station foundation. The borings were
drilled using hammer (Odex) and hollow stem rotary auger methods as
part of the supplemental geotechnical and borrow source investigation for
the Morenci Expansion Tailing Storage Feasibility Study project.
Field Geologist, FMI Safford, Arizona, 2011: Responsible for logging,
sample collection, and permeability (packer) testing of three test holes to
approximately 300 feet. This work consisted of condemnation drilling
being conducted to evaluate the feasibility of constructing a tailing storage
facility.
Field Geologist, FMI Morenci, Arizona, 2011: Responsible for
logging, sample collection, and the installation of grouted-in vibrating wire
piezometers in multiple zones to depths of approximately 700 feet. This
work was conducted as part of the Lone Star In-Pit Leach Stockpile
project.
Field Manger/Task Manger, Arizona Department of
Administration, Arizona, 2011: Responsible for excavation and removal
of pesticide-impacted (toxaphene) soils at a former airfield that was leased
to commercial crop dusting businesses from 1969 to 1971. Mr. Smith was
responsible for project coordination, permits, oversight, and profile
sampling for the excavation of 27,845 tons of non-hazardous material and
116 tons of hazardous material. Archaeological monitoring was
conducted during the excavation work in accordance with an Arizona
Antiquities Act project-specific permit issued by Arizona State Museum
(ASM) and an Archaeological Monitoring Plan. Mr. Smith was
responsible for subcontractor oversight, waste characterization sampling
and data review; verification sampling and data review; supervising field
staff, directing overexcavation and subsequent verification sampling;
reviewing and compiling waste manifests, approving and submitting
disposal invoices to the client; and health and safety documentation. Mr.
Smith was responsible for report preparation including writing and
coordination of figures, QA/QC, and appendicies.
Field Geologist, Orphan Mine OU-1, National Park Service, Grand
Canyon, Arizona, 2011: Mr. Smith served as field geologist for the
Orphan Mine soil investigation in Fall 2011. High-grade uranium
deposits were mined at the Orphan Mine in the early 1950s and continued
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3. until 1969. The scope of the Fall 2011, OU-1 task was to perform surface
gamma surveys and soil sampling across 31 acres within the Mining Claim,
Mining Operations, Perimeter and background areas of the site. The
investigation area was divided into grids called “Areas of Concern”
(AOCs) and incremental soil samples were collected. Mr. Smith’s
involvement in the project included surface and subsurface soil sampling,
coordination of sampling teams, and frisking soil samples and coolers
with a Geiger counter before shipping to meet the requirments associated
with radiological contamination and shipping.
Field Team Leader, Confidential Mining Client, Arizona, 2008:
Responsible for implementation of Arizona Department of
Environmental Quality (ADEQ) Voluntary Remediation Program
investigation. Mr. Smith assisted with current and historical aerial
photograph reviews, evaluation of site characterization data, evaluation of
historical reports, and cost development. Mr. Smith assisted with writing
the VRP work plan, Field Sampling Plan (FSP), and Quality Assurance
Project Plan (QAPP). The objective was to characterize soil, sediment,
and groundwater that may have been impacted by historical mining
operations, specifically uranium. Mr. Smith prepared well specifications
(placement, depths, and screens) and Arizona Department of Water
Resources (ADWR) permits, prepared solicitations and procured bids
from subcontractors, and assembled field teams. Mr. Smith provided
technical oversight and served as Field Team Leader for all phases of the
field investigation which included the installation of monitor wells in
alluvial and bedrock aquifers, including rock coring and slug testing; the
installation of temporary wells in shallow alluvium and colluvium; the
installation of borings and temporary piezometers in tailing
impoundments; the collection and analysis of soil, sediment, bedrock,
tailing, and process solution samples; data management, and site-wide
quarterly groundwater sampling. Mr. Smith assisted with the preparation
of soil and groundwater characterization reports.
Field Manager, Confidential Mining Client, Arizona, 2010:
Responsible for assessment of a 30-acre site potentially impacted with
metals from historical smelting operations. Mr. Smith prepared the work
plan and FSP for site characterization, coordinated subcontractors and
conducted field sampling, evaluated laboratory results for target analyte
list (TAL) metals, and prepared characterization reports for submittal to
the client.
Task Manager, El Camino Del Cerro Water Quality Assurance
Revolving Fund (WQARF) Site, Tucson, Arizona, ADEQ, 2006-
2008: Site is located over complex basin fill geology. Prepared
specifications and ADWR notices of intents (NOIs) for monitor wells
screened in various zones of contamination to evaluate a diving volatile
organic compound (VOC) plume, procured bids from subcontractors,
and assembled field teams. Provided technical oversight for the
installation of numerous monitor wells in the basin fill aquifer.
Responsible for preparing a soil removal action workplan, bid solicitations
and contactor selection, and coordinating the excavation and disposal of
1,500 tons of soil impacted with lead and hydrocarbons; coordination and
preparation of a human health risk assessment; and characterization of
former unlined waste oil impoundments. Additional duties included the
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4. site groundwater sampling program, Tucson basin hydrogeology, and
RI/FS report preparation.
Project Manager, Former Ore Mill, Tucson, Arizona, City of Tucson
Environmental Services, 2006: Responsible for assessment of a future
29-acre open space park site impacted with lead, arsenic, and chromium
from tungsten ore crushing operations in the early 1900s. Prepared field
sampling plans for site characterization to meet Voluntary Remediation
Program (VRP) requirements. Conducted site screening and
characterization using field portable X-Ray Fluorescence (XRF)
instrument, collected confirmation samples for metals analyses. Prepared
delineation reports for submittal to client and VRP coordinator.
Project Manager / Site Geologist, Site Characterization, Leaking
Underground Storage Tank Site (LUST), Sonoita, Arizona, ADEQ,
2006, Kleinfelder: A potable water supply well located on-site was
impacted with VOCs. Field work included installation and sampling of
eight groundwater monitoring wells and seven soil borings for delineation
of soil and groundwater plumes. Prepared groundwater flow maps, plume
maps, area water well inventory tables and figures, geologic cross sections,
exposure (human health) analyses, and text for the site characterization
report submitted to ADEQ.
Project Geologist-Field Team Leader, Environmental Restoration
Project, Los Alamos National Laboratory (LANL), Los Alamos,
New Mexico, United States Army Corp of Engineers (USACE)
Contract, 2002-2004, Tetra Tech EM Inc: and Tetra Tech Inc:
Responsible for logging and sieve analysis of core and chip samples from
volcanic, sedimentary, and igneous rock units. Additional tasks included
collecting core and water samples for organic, inorganic, and radiological
analyses; conducted oversight of various drilling operations including mud
rotary, air rotary with stiff foam, air rotary casing hammer with stiff foam,
hollow stem auger, and rock coring. Conducted open-hole borehole video
to evaluate important lithologic contacts, perched water zones, and
indications of regional groundwater; conducted open-hole geophysical
logging using LANL-owned equipment and supervised geophysical
logging. Additionally, he supervised the construction of numerous,
stainless steel wells with depths ranging from 370 to 1,365 feet; along with
well development using wireline bailing, swabs, inflatable packers for zone
isolation, and submersible pumps. Involved in the preparation of the
Stormwater Pollution Prevention Plan (SWPPP) for the drilling program,
conducted daily best management practices (BMP) inspections, and health
and safety meetings; prepared data quality control reports, information
management forms, log books, and well installation reports.
Project Geologist, Underground Storage Tanks (UST) Removals
and Investigations, Phoenix, Arizona, Exxon/Mobil Corporation,
National Contract, 2004-2006 Years, Kleinfelder: Assisted with
oversight of UST removals, associated environmental sampling and
closure activities for numerous former Mobil retail station sites in
Arizona, mostly in the Phoenix metropolitan area. Filed NOIs, with
ADWR, supervised drilling contractors; examined cuttings and prepared
lithologic logs; and prepared soil samples for transport to a certified
laboratory. Conducted soil vapor extraction (SVE) pilot tests and high
intensity extraction events at numerous sites, and prepared reports.
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5. Project Manager, Spill Prevention, Containment, and
Countermeasures (SPCC) Plan Revision and Quarterly Opacity
Observations, Tucson, Arizona, Bombardier/Learjet, Lump Sum
Project, 2004, Kleinfelder: Prepared a revised SPCC plan for this
aerospace manufacturing facility within the Tucson International Airport.
Also performed EPA Reference Method 9 visual opacity observations on
17 emissions sources located throughout the facility.
Site Geologist, Remedial Design/Remedial Action, EPA Superfund
Site, Odessa, Texas, EPA, Remedial Action (RAC) Contract, 1999-
2002, Tetra Tech EM Inc: The project was for a 185-acre Superfund
site impacted with chromium in groundwater. Responsible for the
installation of two fully penetrating groundwater recovery wells, two dry
wells, and five monitoring wells using air rotary casing hammer (ARCH)
drilling methods. Additional duties included supervising well development
and conducting aquifer pump tests, borehole permeameter tests, and open
trench percolation tests.
Site Supervisor/ Site Geologist, Remedial Investigation/Feasibility
Study, EPA Superfund Site, Marion, Louisiana, EPA Remedial
Action Contract (RAC) Contract, 1999-2002, Tetra Tech EM Inc:
The project was an 18-acre site impacted with creosote from a wood
treating facility. Responsible for preparation of the geology and
hydrogeology sections of the RI/FS report. This project consisted of 15
field personnel responsible for collecting over 1,000 samples from soil,
plants, animal tissue, waste, and groundwater in accordance with EPA
Contract Laboratory Program (CLP) requirements. Additional duties
included installing monitoring wells to assess dense non-aqueous phase
liquid (DNAPL) plume, conducted aquifer tests, and collected sludge
samples from publicly owned treatment works (POTW) ponds, and
facilitating daily health and safety and planning meetings.
Site Manager, U.S. Department of Defense (DOD) Facility,
Hazardous Waste Treatment, East Texas, Red River Army Depot,
1991, Integral Engineering, Inc: Responsible for on-site chemical
fixation/stabilization of 250,000 pounds of blast media containing
hazardous levels of RCRA metals and hydrocarbons. Additional tasks
included oversight and logging, batch sampling, and staging of 350 drums
of waste during the chemical stabilization process and serving as the
DOD client liaison, evaluated all bench testing and analytical results, and
prepared project completion reports.
Project Manager, Abandoned Printing Facility, Dallas, Texas,
Resolution Trust Corporation, 1992, Integral Engineering Inc:
Responsible for clean up of a 530,000–square– foot abandoned printing
facility. Profiled, labeled, and staged 175 drums containing D, F, and K
wastes for proper disposal. Additional tasks involved included profiling
fluids and sludge in numerous sumps for disposal, supervised vacuuming
and power washing of sumps and pits, and prepared project completion
reports.
Team Leader, Remedial Action, Houston, Texas, SolLynn EPA
Superfund Site, EPA RAC Contract, 1999-2002, Tetra Tech EM Inc:
The project was for a low-flow quarterly sampling program at this
superfund site impacted solvents from a former industrial transformer
facility. The EPA contact laboratory program (CLP) sampling program
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6. consisted of 64 single and nested monitor wells in perched zones and the
highly productive regional aquifer.
Assistant Project Manager, EPA Superfund Site, Liberty County,
Texas, Petro-Chemical Systems, Inc., EPA RAC Contract, 1999-2002
Years, Tetra Tech EM Inc: Responsible for coordinating groundwater
sampling activities in accordance with EPA CLP requirements and
preparing site health and safety plans, multi-media field sampling plans,
and technical reports. Performed an EPA Comprehensive Environmental
Response, Compensation and Liability Act (CERCLA) five year
performance review of the active remedial operations implemented and
maintained by the responsible party in accordance with the record of
decision (ROD), which consisted of soil vapor extraction, focused in-situ
thermal desorption, bio-venting, groundwater extraction, soil washing,
and in-situ bioremediation using triple function well designs.
Project/Field Geologist, Baseline Hydrogeologic Characterization,
China Lake, California, Naval Air Weapons Station (NAWS),
AFCEE Contact, 2000-2002, Tetra Tech EM Inc: Responsible for
logging and sieve analysis of core samples from sedimentary, igneous, and
metamorphic rock units; and supervising the construction of single
completion and nested monitoring wells with depths ranging from 300 to
1,100 feet. Evaluated geophysical logs, conducted daily health and safety
meetings, and prepared daily data quality control reports.
Project/Field Geologist, Hydrogeologic Study of the Hueco-Bolson
Aquifer, El Paso, Texas, Lower Valley Water District, 2002, Tetra
Tech EM Inc: Responsible for a hydrogeologic study of the Hueco-
Bolson aquifer within the Lower Valley Water District. Coordinated and
supervised the drilling of four 700–foot test wells using mud rotary
methods. Evaluated geophysical logs to select four water zones for water
quality testing at each test well. Supervised temporary well construction
and testing of selected water zones using air-lift methods and collected
water samples, completed chain-of-custody documentation, provided
oversight for borehole plugging activities, and maintained client relations.
Other project tasks included evaluating reference materials related to the
structure and paleotectonics of the Hueco-Bolson aquifer for the purpose
of identifying fresh water zones within graben faults.
Technical Assistance Team (TAT), EPA Region 6, TAT Contract,
Dallas, Texas, 1995-1996, Resource Applications Inc: Managed seven
personnel and the execution of 14 EPA Technical Directive Documents
(TDD) issued under the Oil Pollution Act of 1990. Assisted the EPA on-
scene coordinators with regulatory justification and applicability,
enforcement objectives, and prioritization. Completed inspection logistics
and task schedules for over 1,000 SPCC inspections at onshore and
offshore production facilities; provided quality assurance/quality control
(QA/QC) on EPA case files and inspection reports to ensure technical
content and regulatory accuracy; and prepared TDD completion reports
for EPA project officer. Conducted SPCC, Facility Response Plan (FRP),
and Emergency Planning and Community Right to Know Act (EPCRA)
inspections and reviewed Notices of Violation (NOV) responses for
compliance with EPA regulations.
Project Manager/ Site Geologist, Remediation, Houston, Texas,
Commercial Retail Center, Time and Materials Contract, 1997,
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7. Nova Environmental Services: Responsibilities included performing
delineation and remediation of a trichloroethylene (TCE) release. Worked
with voluntary cleanup program (VCP) coordinator and prepared scope
of work, bid documents, and waste characterization for excavation and
disposal of 500 cubic yards of soil to meet Risk Reduction Standard
No. 2. Additional tasks included collecting samples from 14 groundwater
monitoring wells and collected influent and effluent samples from an
active groundwater remediation system.
Project Manager, Site Characterization, Metal Smelter, El Paso,
Texas, Confidential Client, Lump Sum Contact, 1997, Nova
Environmental Services: Directed assessment activities at a property
historically operated as a metal smelter. Site contaminants included RCRA
metals and diesel fuel. Provided VCP guidance and recommendations for
corrective action to the client.
Project Manager – Site Geologist, Site and Aquifer Characterization,
Leaking Underground Storage Tank Site (LUST), Diana, Texas,
Texas Natural Resource Conservation Commission, Time and
Material Contract, 1991-1994, Integral Engineering Inc: A potable
water supply well located off-site was impacted with VOCs. Performed
site characterization with 22 monitor wells and a 72-hour aquifer pump
test. Designed a remedial action plan (RAP) consisting of a 1,000'
interceptor trench, 2 recovery sumps, and treatment system.
Project Manager - Site Geologist, Emergency Response, LUST
Sites, Fort Worth and Laredo, Texas, Hicks Oil and Butane, Time
and Materials Contract, 1994, Integral Engineering Inc: Sites were
State Priority 1.1 with vapor impacts to a child day care center and
numerous residences. Worked with city officials, and the state fire marshal
to install explosion-proof fans on the sanitary sewer to mitigate the
explosion hazard. Set up vapor monitoring program and delineated off-
site free-product plumes in groundwater.
Project Manager / Site Geologist, Site Characterization and
Remediation, Abandoned Trucking Terminal, Greensboro, North
Carolina, Resolution Trust Corporation (RTC), RTC General
Services Contact, 1992-1995, Integral Engineering Inc:
Environmental activities included asbestos sampling and abatement,
abandoned drum sampling and disposal, UST and above ground tank
(AST) cleaning and removal, and soil disposal / treatment. Additional
tasks included installation of 21 monitor wells and 20 soil borings,
conducted a 48-hour aquifer pump test using Hermit 16-Channel data
logger, pressure transducers, Grundfos Redi-flow submersible pump and
generator, and 5,000 gallon transport trailer.
Project Geologist, Site Characterization, Natural Gas Processing
Plant, South Texas, Union Pacific Resources Co (UPRC), Lump
Sum Project, 1998, Nova Environmental Services: The project
included Phase I and II ESA activities at an abandoned natural gas
processing plant in central Texas. Delineated ethylene glycol and amine
impacts with soil borings and prepared reports.
Project Manager, Site Assessment, 2,000 Acre Oil and Production
Field, Central Texas, Texas Utility (TU) Electric, Lump Sum
Project, 1998, Nova Environmental Services: Project included
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8. performing an Environmental Site Assessment and a Texas Railroad
Commission (RRC) oil and gas production operations audit. Abandoned
oil wells, unauthorized disposal pits, surface contamination, improper spill
containment, and vegetative stress were addressed according to State and
Federal guidelines.
Project Manager, Phase I Site Assessments, Oil and Gas Production
Facilities and Compressor Stations, Texas, Union Pacific Resources
Railroad Company (UPRC), Lump Sum Projects, 1993-1995,
Integral Engineering Inc: Responsible for conducting a Phase I
Environmental Site Assessments at numerous facilities. This involved
expanding the standard ESA protocol to incorporate relevant
environmental compliance established by the RRC for oil and gas
production operations.
Site Manager, Tank Demolition and Cleanup, Midland Texas,
Halliburton, Time and Materials, 1999, Tetra Tech EM Inc: Project
entailed demolition of 13, 21,000-gallon ASTs containing oil-based drilling
fluids and sludge. Other tasks included supervision of the excavation of
site soils containing elevated concentrations of hydrocarbons, RCRA
metals, and barium. Coordinated and supervised subcontractors; collected
all samples for disposal characterization, prepared disposal manifests, and
completion reports.
Site Manager/Project Manager/ Site Geologist, Site
Characterization-Aquifer Remediation, Former Trucking Terminal,
Dallas Texas, Lend Lease, Time and Materials, 1999, Tetra Tech
EM Inc: Project was a leaking petroleum storage tank site formerly
operated as a trucking terminal. Duties included performing operation,
maintenance, and performance (OMP) on five pneumatic recovery pumps
installed to recover an estimated 7,000 gallons of diesel fuel. Managed fuel
recovery and storage system, prepared waste profiles for proper disposal,
and quarterly reports.
Professional Societies/Affiliates
American Institute of Professional Geologists
Southern Arizona Environmental Management Society
Arizona Hydrological Society
Specialized Training
1998 / Texas Risk Reduction Program, Modules 1-3 / University of
Houston
1993 / Ground-Water Hydrology and Contamination / Oklahoma State
University
1993 / Risk-based Corrective Action / Oklahoma State University
2015 / 40-Hour HAZWOPER Training / OSHA
1996 / Assessment of Petroleum Spills for Risk-based Corrective
Action / The Nielsen Environmental Field School
1991 / Supervision of Hazardous Materials in Transit / Central State
University
1992 / Industrial Hygiene and Safety Technology, Compliance / OSHA’s
Lead Standard
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9. 2003 / RAD Worker II Training/ Los Alamos National Laboratory
2015 / Mine Safety and Health Administration (MSHA) Training
2015 / First Aid and CPR Training
Chronology
01/07 – Present: URS Corporation, Tucson, Arizona
02/04 – 01/07: Kleinfelder Inc, Tucson, Arizona
02/02 – 01/04: Tetra Tech Inc, Pasadena, California
11/99 – 02/02: Tetra Tech EMI, Dallas, Texas
05/96 – 11/99: Nova Environmental Services, Irvine, Texas
04/95 – 05/96: Resource Applications Inc, Dallas, Texas
02/91 – 04/95: Integral Engineering Corporation, Dallas, Texas
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10. 2003 / RAD Worker II Training/ Los Alamos National Laboratory
2015 / Mine Safety and Health Administration (MSHA) Training
2015 / First Aid and CPR Training
Chronology
01/07 – Present: URS Corporation, Tucson, Arizona
02/04 – 01/07: Kleinfelder Inc, Tucson, Arizona
02/02 – 01/04: Tetra Tech Inc, Pasadena, California
11/99 – 02/02: Tetra Tech EMI, Dallas, Texas
05/96 – 11/99: Nova Environmental Services, Irvine, Texas
04/95 – 05/96: Resource Applications Inc, Dallas, Texas
02/91 – 04/95: Integral Engineering Corporation, Dallas, Texas
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