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The following case studies highlight Geo-Solutions expansive experience with specialty construction technologies in various key industries. Use the navigation bar on the right of this page to quickly find case studies by technology and industry. If you need additional case studies or would like more information on one of these case study projects, please contact us.

Slurry Walls

Rochester Hills, MI

Rochester Hills, MI – Slurry Barrier Wall

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Miami, FL – Cutoff Wall

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Oelwein, IA: Slag Cement, Cement-Bentonite Slurry-Supported Excavation

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<img width="367" height="367" alt="services-soil-bentonite-slurry-wall-Cheyenne-wy" data-src="https://www.geo-solutions.com/wp-content/uploads/2020/12/14-163-Cheyenne-WY-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2020/12/14-163-Cheyenne-WY-367x367.jpg" alt="services-soil-bentonite-slurry-wall-Cheyenne-wy" />

Cheyenne, WY: Containment Wall and Groundwater Extraction Trench

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Hunter’s Point, CA: Upland Slurry Wall

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Fort McMurray, Alberta, Canada

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Coushatta, LA: Oxbow Mine Dewatering Cell #6

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Brilliant, OH: Cardinal Plant – Fly Ash Reservoir II

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Oologah, OK: Northeastern 3 & 4 Station Fly Ash Landfill

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Smithland, KY: Slurry Wall Construction Hydroelectric Power Plant

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Ogden, UT: Slurry Wall Installation and Bio-Polymer Drain A.V. Watkins Dam

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Brisbane, Australia: Slurry Wall Construction and Vacuum Trial Area

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<img width="367" height="367" alt="slurry-soil-cement-bentonite-marysville2-ca-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/slurry-soil-cement-bentonite-marysville2-ca-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/slurry-soil-cement-bentonite-marysville2-ca-feature-367x367.jpg" alt="slurry-soil-cement-bentonite-marysville2-ca-feature" />

Marysville, CA: Yuba River Levee Repairs – Phase IV

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Buffalo, NY: Area A – Buffalo Color Brownfield Cleanup Site

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Aiken, SC: Groundwater Barrier Extension at the F-Area Seepage Basin

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Foster, KY: Meldahl Hydroelectric Project Slurry Wall

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East Hartford, CT: FEMA Accreditation Project

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Sacramento, CA: Mayhew Levee and Drain

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Metaline Falls, WA: Lehigh Cement Company CKD

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Santa Clara, CA: Gateway Composite Barrier Wall-Phase 1

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Bartonville, IL: Pond Embankment Improvements

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Wellsville, NY: Sinclair Refinery Superfund Site

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Empire, CO: Guanella Reservoir Dam

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Georgetown, SC: Slurry Wall Construction, Winyah Generating Station

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Philadelphia, PA: Slurry Wall Construction of Philadelphia Refinery

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Westlake, LA: New Landfill Slurry Wall

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Coushatta, LA: Oxbow Mine Dewatering Cell #7

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Alpine, UT: Tibble Fork Dam Reconstruction

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Festus, MO: Ameren Rush Island Energy Center Ash Pond Slurry Wall

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Kingston, TN: Kingston Ash Recovery Project Perimeter Wall Stabilization

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Hartsel, CO: Antero Dam Rehabilitation Phase III

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Cuney, TX: Cherokee Tree Farm South Lake Dam

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Naples, FL: Picayune Strand Restoration Project – Miller Pump Station

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Louisville, MS: Slurry Wall Installation, American Creosote Works Superfund Site

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Macon, GA: Containment Embankment Rehabilitation, South Ash Pond

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Bloomsburg, PA: Allan Myers, Bloomsburg Flood Protection Project

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Ogden, UT: Bitters Pond #2

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Miami, FL: L-31N Canal Seepage Barrier Phase 2

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Coronach, SK, Canada: Installation of Jet Grout Cutoff Wall

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Yuba City, CA: Feather River West Levee (FRWL) Improvements Program

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<img width="367" height="367" alt="services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature.jpg" data-src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature-367x367.jpg" alt="services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature.jpg" />

Sao Paulo, Brazil: Permeable Absorptive Barrier, Gravel Collection Trench

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Longview, TX: Lake Cherokee Spillway Improvements

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Labadie, MO: Labadie Slurry Cutoff Wall

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Tewksbury, MA: Vertical Barrier Installation – Sutton Brook Disposal Area

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Argentia, Newfoundland: Graving Dock Project

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Perth Amboy, NJ: ePort Redevelopment Project

Soil Mixing

Val d'Or, AB

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Val d’Or, QB – Soil Mixing Shear Walls

Jet Grouting - Barrier Wall

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Elizabeth, NJ – Jet Grouting Barrier Wall

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Kirkland Lake, ON: Single Auger Soil Mixing

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Southern US: Deep Soil Mixing

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Oelwein, IA: Slag Cement, Cement-Bentonite Slurry-Supported Excavation

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Buffalo, NY: Operable Unit 2 Remediation

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Fort Wayne, IN: Large Diameter Auger Steam Stripping and ZVI Mixing

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Warrenton, VA: Vint Hill Farms, Site 34

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Whitefish Lake, Alberta, Canada: Former Municipal Wastewater Treatment Lagoon

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Greenfield, MA: Greenfield Remediation Project – Phase I

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Warsaw, VA: Wood Preserver’s Remediation

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Robbinsville, NJ: In Situ Chemical Oxidation and Stabilization using Soil Mixing

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New Bedford, MA: Inner Slip Site Remediation

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Norwich, NY: Equalization Basin Remediation

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Lexington, VA: Ground Improvement and Excavation Support

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East Rutherford, NJ: MW-520 Site Remediation

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Aiken, SC: Groundwater Barrier Extension at the F-Area Seepage Basin

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Vandenberg AFB, CA: Permeable Reactive Barrier Installation at Site 15

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Sag Harbor, NY: Former Manufactured Gas Plant Site

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Irving, TX: Hunter Ferrell Landfill

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Camp Lejeune, NC: Marine Corps Base Camp Lejeune

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Metaline Falls, WA: Lehigh Cement Company CKD

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Plattsburgh, NY: Former Saranac Street Manufactured Gas Plant

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Baltimore, MD: East Chase Street Jet Grouting

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Martinsville, VA: Dupont Martinsville Unite I ISM Remediation

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Wellsville, NY: Sinclair Refinery Superfund Site

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Lima, OH: Soil Mix Barrier Wall

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Flushing, NY: Flushing Combined Sewer Outflow Project

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Yarmouth, ME: Solidification of Fly Ash Material, W.F. Wyman Station

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Needham, MA: Coca-Cola Refreshments, Soil Mixing of Contaminated Soil

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Everett, MA: Phase I Remediation – Wynn Everett Casino Project

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Aberdeen, MD: Maxwell Point Soil Remediation – Cluster 29

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Gillette, WY: Confidential Owner Site

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Jeffrey City, WY: McIntosh Pit Reclamation, Impoundment Sealing Project

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Evansville, IN: Reactive Soil Mixing of CVOC Contaminated Soil

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<img width="367" height="367" alt="industries-coal-combustion-residuals-tuscumbia2-al-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-coal-combustion-residuals-tuscumbia2-al-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img width="367" height="367" alt="industries-coal-combustion-residuals-tuscumbia2-al-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-coal-combustion-residuals-tuscumbia2-al-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-coal-combustion-residuals-tuscumbia2-al-feature-367x367.jpg" alt="industries-coal-combustion-residuals-tuscumbia2-al-feature" />

Tuscumbia, AL: Ash Pond 4 Seismic Improvement Project

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York County, PA: Roadway and Bridge Reconstruction

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<img width="367" height="367" alt="services-soil-mixing-geotechnical-covington2-ky-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-geotechnical-covington2-ky-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-geotechnical-covington2-ky-feature-367x367.jpg" alt="services-soil-mixing-geotechnical-covington2-ky-feature" />

Covington, KY: Ground Improvement Using Deep Soil Mixing Shear Walls

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Louisville, MS: Slurry Wall Installation, American Creosote Works Superfund Site

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Louisville, MS: Deep Soil Mixing (DSM) Containment Wall Remediation, American Creosote Works

Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations.

<img width="367" height="367" alt="Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations." data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-gowanus-canal-brooklyn1-ny-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-gowanus-canal-brooklyn1-ny-feature-367x367.jpg" alt="Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations." />

Brooklyn, NY: Gowanus Canal Superfund Site

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<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-two-rivers1-wi-feature-367x367.jpg" alt="services-in-situ-soil-stabilization-solidification-two-rivers1-wi-feature" />

Two Rivers, WI: In-Situ Solidification of an MGP Site

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Merced, CA: Former Baltimore Aircoil Facility

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Newark, NJ: Former Market Street Gas Works, PSE&G

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<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-geotechnical-waterloo2-ny-feature-367x367.jpg" alt="services-soil-mixing-geotechnical-waterloo2-ny-feature" />

Waterloo, NY: Seneca Meadows Landfill Stage 8 Ground Improvement

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Milford, MA: Milford Former MGP Site NStar Energy

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<img width="367" height="367" alt="industries-sediments-springfield2-ma-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-sediments-springfield2-ma-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-sediments-springfield2-ma-feature-367x367.jpg" alt="industries-sediments-springfield2-ma-feature" />

Springfield, MA: Technology Demonstration Project

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Milton, PA: Former Manufactured Gas Plant

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Waukegan, IL: TCE Contaminated Soils Using OMC Plant 2 Site Remediation

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Waukegan, IL: In-Situ Solidification of an MGP Site

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Portsmouth, VA: Atlantic Wood Industries Superfund Site

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-mgp-sites-homer1-ny-feature-367x367.jpg" alt="industries-mgp-sites-homer1-ny-feature.jpg" />

Homer, NY: Site Remediation at Former MGP Site

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Macon, GA: In-Situ Solidification of Former MGP Site

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Whiting, IN: Oil Refinery Sludge Pond Closure

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Hammonton, NJ: Former Hammonton Manufactured Gas Plant Remedial Action

Bio-Polymer Trenches

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<img width="367" height="367" alt="services-soil-bentonite-slurry-wall-Cheyenne-wy" data-src="https://www.geo-solutions.com/wp-content/uploads/2020/12/14-163-Cheyenne-WY-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2020/12/14-163-Cheyenne-WY-367x367.jpg" alt="services-soil-bentonite-slurry-wall-Cheyenne-wy" />

Cheyenne, WY: Containment Wall and Groundwater Extraction Trench

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Ashtabula, OH: Bio-Polymer Drain Reserve, Environmental Services, Inc.

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Tifton, GA: Pilot-Scale Groundwater Remediation System

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Elkton, MD: Former Maryland Sand, Gravel and Stone Site

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Selma, VA: Leachate Interceptor Trench Kim-Stan Landfill

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<img width="367" height="367" alt="services-slurry-walls-soil-bentonite-philadelphia1-pa-feature-.jpg" data-src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-soil-bentonite-philadelphia1-pa-feature--367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img width="367" height="367" alt="services-slurry-walls-soil-bentonite-philadelphia1-pa-feature-.jpg" data-src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-soil-bentonite-philadelphia1-pa-feature--367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-soil-bentonite-philadelphia1-pa-feature--367x367.jpg" alt="services-slurry-walls-soil-bentonite-philadelphia1-pa-feature-.jpg" />

Philadelphia, PA: Sun Company – Philadelphia Refinery

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Streator, IL: Former Manufactured Gas Plant Remediation

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Raleigh, NC: North Wake Co. Landfill Gas Collection Trench

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Junction, UT: Bio-Polymer Slurry Drainage Trench at Piute Dam

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<img width="367" height="367" alt="services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature.jpg" data-src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature-367x367.jpg" alt="services-slurry-walls-slag-cement-cement-bentonite-sao-paulo1-br-feature.jpg" />

Sao Paulo, Brazil: Permeable Absorptive Barrier, Gravel Collection Trench

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<img width="367" height="367" alt="services-bio-polymer-trenches-collection-trenches-deep-drains-park-county1-co-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-bio-polymer-trenches-collection-trenches-deep-drains-park-county1-co-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img width="367" height="367" alt="services-bio-polymer-trenches-collection-trenches-deep-drains-park-county1-co-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-bio-polymer-trenches-collection-trenches-deep-drains-park-county1-co-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-bio-polymer-trenches-collection-trenches-deep-drains-park-county1-co-feature-367x367.jpg" alt="services-bio-polymer-trenches-collection-trenches-deep-drains-park-county1-co-feature" />

Park County, CO: Antero Dam Rehabilitation, Phase I, Filter Trench Installation

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Warner Robins, GA: Soil Vapor Extraction Barrier Trench Construction – DC34 (Horse Pasture)

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Bridgeville, PA: E.R. Shaw Facility

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Bennington, VT: Ground Water Collection Trench Construction Burgess Brothers Superfund Landfill

Grouting

Jet Grouting - Barrier Wall

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Elizabeth, NJ – Jet Grouting Barrier Wall

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Pipe Grouting for Discharge and Intake Tunnel Closure

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Ft. Lauderdale, FL: Panhandle Energy SR 91 Relocation Project

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Buffalo, NY: Area A – Buffalo Color Brownfield Cleanup Site

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Piqua, OH: Lockington Dam Foundation Pressure Grouting

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Cambridge, MA: Former MGP Site Jet Grouting

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Chicago, IL: 22nd Street Station MGP Remedial Action Holder Containment

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Baltimore, MD: East Chase Street Jet Grouting

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Flushing, NY: Flushing Combined Sewer Outflow Project

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Alpine, UT: Tibble Fork Dam Reconstruction

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Spring Grove, PA: Pahagaco Dam Improvements – Grout Curtain Installation

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Stennis Space Center, MS: Refurbish B-Stand Parking Lot Tarmac

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Kingston, NY: Washington Ave. Sink Hole

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Coronach, SK, Canada: Installation of Jet Grout Cutoff Wall

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Columbia, LA: Bayou DeChene Reservoir Dam & Roadway Embankments Project

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Park County, CO: Antero Dam Rehabilitation, Phase I, Filter Trench Installation

Permeable Reactive Barriers

Waycross, GA

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Waycross, GA – Funnel and Gate

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Bellevue, WA, Australia: Sequenced PRB Walls, Former Waste Control Site

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Andrews Air Force Base, MD: Funnel and Gate Groundwater Control System Installation

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Muskegon, MI: Funnel/Gate Project

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Danville, IL: Permeable Reactive Barrier Installation

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Rochester, MI: Former ITT Avon Site

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Toronto, ON, Canada: Rio Tinto Alcan, Sterling Road Site

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Sao Paulo, Brazil: Permeable Absorptive Barrier, Gravel Collection Trench

Geo-Trencher

Waycross, GA

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Waycross, GA – Funnel and Gate

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Willow Springs, IL: Geo-Trencher Dike Repair

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Ramona, NY: Geo-Trencher Cutoff Wall

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Star Lake, NY: Geo-Trencher Installed Interceptor Trench

Coal Combustion Residuals

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Southern US: Deep Soil Mixing

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Bartonville, IL: Pond Embankment Improvements

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Yarmouth, ME: Solidification of Fly Ash Material, W.F. Wyman Station

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Georgetown, SC: Slurry Wall Construction, Winyah Generating Station

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Festus, MO: Ameren Rush Island Energy Center Ash Pond Slurry Wall

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Tuscumbia, AL: Ash Pond 4 Seismic Improvement Project

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Labadie, MO: Labadie Slurry Cutoff Wall

Energy, Oil & Gas

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Southern US: Deep Soil Mixing

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Fort McMurray, Alberta, Canada

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Coushatta, LA: Oxbow Mine Dewatering Cell #6

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Brilliant, OH: Cardinal Plant – Fly Ash Reservoir II

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Greenfield, MA: Greenfield Remediation Project – Phase I

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Oologah, OK: Northeastern 3 & 4 Station Fly Ash Landfill

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Smithland, KY: Slurry Wall Construction Hydroelectric Power Plant

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Aiken, SC: Groundwater Barrier Extension at the F-Area Seepage Basin

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Foster, KY: Meldahl Hydroelectric Project Slurry Wall

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Tifton, GA: Pilot-Scale Groundwater Remediation System

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Philadelphia, PA: Sun Company – Philadelphia Refinery

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Bartonville, IL: Pond Embankment Improvements

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Wellsville, NY: Sinclair Refinery Superfund Site

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Streator, IL: Former Manufactured Gas Plant Remediation

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Lima, OH: Soil Mix Barrier Wall

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Yarmouth, ME: Solidification of Fly Ash Material, W.F. Wyman Station

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Georgetown, SC: Slurry Wall Construction, Winyah Generating Station

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Philadelphia, PA: Slurry Wall Construction of Philadelphia Refinery

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Coushatta, LA: Oxbow Mine Dewatering Cell #7

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Festus, MO: Ameren Rush Island Energy Center Ash Pond Slurry Wall

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Kingston, TN: Kingston Ash Recovery Project Perimeter Wall Stabilization

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Tuscumbia, AL: Ash Pond 4 Seismic Improvement Project

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Macon, GA: Containment Embankment Rehabilitation, South Ash Pond

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Labadie, MO: Labadie Slurry Cutoff Wall

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Argentia, Newfoundland: Graving Dock Project

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Whiting, IN: Oil Refinery Sludge Pond Closure

Infrastructure

Waycross, GA

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Waycross, GA – Funnel and Gate

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Oelwein, IA: Slag Cement, Cement-Bentonite Slurry-Supported Excavation

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Cheyenne, WY: Containment Wall and Groundwater Extraction Trench

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Ft. Lauderdale, FL: Panhandle Energy SR 91 Relocation Project

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Ashtabula, OH: Bio-Polymer Drain Reserve, Environmental Services, Inc.

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Ogden, UT: Slurry Wall Installation and Bio-Polymer Drain A.V. Watkins Dam

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Brisbane, Australia: Slurry Wall Construction and Vacuum Trial Area

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Marysville, CA: Yuba River Levee Repairs – Phase IV

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East Hartford, CT: FEMA Accreditation Project

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Piqua, OH: Lockington Dam Foundation Pressure Grouting

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Irving, TX: Hunter Ferrell Landfill

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Sacramento, CA: Mayhew Levee and Drain

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Selma, VA: Leachate Interceptor Trench Kim-Stan Landfill

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Bartonville, IL: Pond Embankment Improvements

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Baltimore, MD: East Chase Street Jet Grouting

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Empire, CO: Guanella Reservoir Dam

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Flushing, NY: Flushing Combined Sewer Outflow Project

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Yarmouth, ME: Solidification of Fly Ash Material, W.F. Wyman Station

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Georgetown, SC: Slurry Wall Construction, Winyah Generating Station

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Raleigh, NC: North Wake Co. Landfill Gas Collection Trench

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Westlake, LA: New Landfill Slurry Wall

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Alpine, UT: Tibble Fork Dam Reconstruction

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Festus, MO: Ameren Rush Island Energy Center Ash Pond Slurry Wall

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Spring Grove, PA: Pahagaco Dam Improvements – Grout Curtain Installation

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Kingston, NY: Washington Ave. Sink Hole

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Tuscumbia, AL: Ash Pond 4 Seismic Improvement Project

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York County, PA: Roadway and Bridge Reconstruction

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Hartsel, CO: Antero Dam Rehabilitation Phase III

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Covington, KY: Ground Improvement Using Deep Soil Mixing Shear Walls

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Naples, FL: Picayune Strand Restoration Project – Miller Pump Station

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Bloomsburg, PA: Allan Myers, Bloomsburg Flood Protection Project

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Coronach, SK, Canada: Installation of Jet Grout Cutoff Wall

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Yuba City, CA: Feather River West Levee (FRWL) Improvements Program

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Columbia, LA: Bayou DeChene Reservoir Dam & Roadway Embankments Project

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Waterloo, NY: Seneca Meadows Landfill Stage 8 Ground Improvement

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Park County, CO: Antero Dam Rehabilitation, Phase I, Filter Trench Installation

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Tewksbury, MA: Vertical Barrier Installation – Sutton Brook Disposal Area

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Bennington, VT: Ground Water Collection Trench Construction Burgess Brothers Superfund Landfill

Levees and Dams

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Miami, FL – Cutoff Wall

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Ogden, UT: Slurry Wall Installation and Bio-Polymer Drain A.V. Watkins Dam

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Marysville, CA: Yuba River Levee Repairs – Phase IV

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Foster, KY: Meldahl Hydroelectric Project Slurry Wall

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East Hartford, CT: FEMA Accreditation Project

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Piqua, OH: Lockington Dam Foundation Pressure Grouting

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Sacramento, CA: Mayhew Levee and Drain

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Santa Clara, CA: Gateway Composite Barrier Wall-Phase 1

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Empire, CO: Guanella Reservoir Dam

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Junction, UT: Bio-Polymer Slurry Drainage Trench at Piute Dam

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Alpine, UT: Tibble Fork Dam Reconstruction

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Spring Grove, PA: Pahagaco Dam Improvements – Grout Curtain Installation

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Kingston, TN: Kingston Ash Recovery Project Perimeter Wall Stabilization

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Hartsel, CO: Antero Dam Rehabilitation Phase III

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Covington, KY: Ground Improvement Using Deep Soil Mixing Shear Walls

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Cuney, TX: Cherokee Tree Farm South Lake Dam

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Naples, FL: Picayune Strand Restoration Project – Miller Pump Station

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Macon, GA: Containment Embankment Rehabilitation, South Ash Pond

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Bloomsburg, PA: Allan Myers, Bloomsburg Flood Protection Project

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Ogden, UT: Bitters Pond #2

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Miami, FL: L-31N Canal Seepage Barrier Phase 2

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Coronach, SK, Canada: Installation of Jet Grout Cutoff Wall

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Yuba City, CA: Feather River West Levee (FRWL) Improvements Program

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Columbia, LA: Bayou DeChene Reservoir Dam & Roadway Embankments Project

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Longview, TX: Lake Cherokee Spillway Improvements

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Park County, CO: Antero Dam Rehabilitation, Phase I, Filter Trench Installation

Mining

Val d'Or, AB

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Val d’Or, QB – Soil Mixing Shear Walls

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Kirkland Lake, ON: Single Auger Soil Mixing

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Fort McMurray, Alberta, Canada

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Coushatta, LA: Oxbow Mine Dewatering Cell #6

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<img width="367" height="367" alt="services-slurry-soil-bentonite-coushatta2-la-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-slurry-soil-bentonite-coushatta2-la-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-slurry-soil-bentonite-coushatta2-la-feature-367x367.jpg" alt="services-slurry-soil-bentonite-coushatta2-la-feature" />

Coushatta, LA: Oxbow Mine Dewatering Cell #7

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Jeffrey City, WY: McIntosh Pit Reclamation, Impoundment Sealing Project

Manufactured Gas Plants (MPG)

Jet Grouting - Barrier Wall

<img width="367" height="367" alt="Jet Grouting - Barrier Wall" data-src="https://www.geo-solutions.com/wp-content/uploads/2022/06/services-jet-grouting-elizabeth-nj-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2022/06/services-jet-grouting-elizabeth-nj-feature-367x367.jpg" alt="Jet Grouting - Barrier Wall" />

Elizabeth, NJ – Jet Grouting Barrier Wall

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<img width="367" height="367" alt="services-soil-mixing-barrier-walls-greenfield1-ma-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-barrier-walls-greenfield1-ma-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-barrier-walls-greenfield1-ma-feature-367x367.jpg" alt="services-soil-mixing-barrier-walls-greenfield1-ma-feature" />

Greenfield, MA: Greenfield Remediation Project – Phase I

industries-sediments-new-bedford2-ma-feature

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New Bedford, MA: Inner Slip Site Remediation

services-soil-mixing-excavation-support-sag-harbor2-ny-feature

<img width="367" height="367" alt="services-soil-mixing-excavation-support-sag-harbor2-ny-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavation-support-sag-harbor2-ny-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavation-support-sag-harbor2-ny-feature-367x367.jpg" alt="services-soil-mixing-excavation-support-sag-harbor2-ny-feature" />

Sag Harbor, NY: Former Manufactured Gas Plant Site

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<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-grouting-jet-grouting-cambridge1-ma-feature-367x367.jpg" alt="services-grouting-jet-grouting-cambridge1-ma-feature" />

Cambridge, MA: Former MGP Site Jet Grouting

services-grouting-jet-grouting-chicago1-il-feature

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-grouting-jet-grouting-chicago1-il-feature-367x367.jpg" alt="services-grouting-jet-grouting-chicago1-il-feature" />

Chicago, IL: 22nd Street Station MGP Remedial Action Holder Containment

services-soil-mixing-excavation-structural-support-plattsburgh1-ny-feature.jpg

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2019/09/services-soil-mixing-excavation-structural-support-plattsburgh1-ny-feature-367x367.jpg" alt="services-soil-mixing-excavation-structural-support-plattsburgh1-ny-feature.jpg" />

Plattsburgh, NY: Former Saranac Street Manufactured Gas Plant

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<img width="367" height="367" alt="industries-energy-streator1-il-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-energy-streator1-il-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-energy-streator1-il-feature-367x367.jpg" alt="industries-energy-streator1-il-feature" />

Streator, IL: Former Manufactured Gas Plant Remediation

Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations.

<img width="367" height="367" alt="Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations." data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-gowanus-canal-brooklyn1-ny-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-gowanus-canal-brooklyn1-ny-feature-367x367.jpg" alt="Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations." />

Brooklyn, NY: Gowanus Canal Superfund Site

services-in-situ-soil-stabilization-solidification-two-rivers1-wi-feature

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-two-rivers1-wi-feature-367x367.jpg" alt="services-in-situ-soil-stabilization-solidification-two-rivers1-wi-feature" />

Two Rivers, WI: In-Situ Solidification of an MGP Site

services-soil-mixing-excavator-mixing-newark1-nj-feature

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavator-mixing-newark1-nj-feature-367x367.jpg" alt="services-soil-mixing-excavator-mixing-newark1-nj-feature" />

Newark, NJ: Former Market Street Gas Works, PSE&G

services-soil-mixing-excavator-mixing-milford1-ma-feature

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavator-mixing-milford1-ma-feature-367x367.jpg" alt="services-soil-mixing-excavator-mixing-milford1-ma-feature" />

Milford, MA: Milford Former MGP Site NStar Energy

industries-sediments-springfield2-ma-feature

<img width="367" height="367" alt="industries-sediments-springfield2-ma-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-sediments-springfield2-ma-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-sediments-springfield2-ma-feature-367x367.jpg" alt="industries-sediments-springfield2-ma-feature" />

Springfield, MA: Technology Demonstration Project

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<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavator-mixing-milton1-pa-feature-367x367.jpg" alt="services-soil-mixing-excavator-mixing-milton1-pa-feature" />

Milton, PA: Former Manufactured Gas Plant

industries-mgp-sites-waukegan1-il-feature

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Waukegan, IL: In-Situ Solidification of an MGP Site

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-mgp-sites-homer1-ny-feature-367x367.jpg" alt="industries-mgp-sites-homer1-ny-feature.jpg" />

Homer, NY: Site Remediation at Former MGP Site

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<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-mgp-sites-macon1-ga-feature-367x367.jpg" alt="industries-mgp-sites-macon1-ga-feature" />

Macon, GA: In-Situ Solidification of Former MGP Site

industries-mgp-sites-hammonton1-nj-feature

<img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-mgp-sites-hammonton1-nj-feature-367x367.jpg" alt="industries-mgp-sites-hammonton1-nj-feature" />

Hammonton, NJ: Former Hammonton Manufactured Gas Plant Remedial Action

Sediments

services-soil-mixing-excavation-support-sag-harbor2-ny-feature

<img width="367" height="367" alt="services-soil-mixing-excavation-support-sag-harbor2-ny-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavation-support-sag-harbor2-ny-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-soil-mixing-excavation-support-sag-harbor2-ny-feature-367x367.jpg" alt="services-soil-mixing-excavation-support-sag-harbor2-ny-feature" />

Sag Harbor, NY: Former Manufactured Gas Plant Site

Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations.

<img width="367" height="367" alt="Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations." data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-gowanus-canal-brooklyn1-ny-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/services-in-situ-soil-stabilization-solidification-gowanus-canal-brooklyn1-ny-feature-367x367.jpg" alt="Significant Project Features: • Field and Laboratory evaluation of mix design and development for the project • In Situ Solidification (ISS) of 1,850 CY sediments in a marine environment • Work completed from a modular barge system • Reagent batching from a modular barge system • Logistics and unforeseen marine variables • Sediment Surface was 18-22 feet from the top of the waterline • Native Sediment thickness solidified was 5-8 feet • NAPL and Turbidity engineering controls • Marine traffic within the canal • Multiple reagent mix designs Background: The Gowanus Canal is a 1.8 mile long canal constructed in the 1860’s located in Brooklyn, New York. The canal is bordered by three former Manufactured Gas Plant (MGP) sites and various historic waterfront industries. The canal was designated a United States Environmental Protection Agency (USEPA) Superfund Site in March 2010. Bench scale testing was performed in 2011-2013 to determine potentially applicable mix designs for the pilot study. Geo-Solutions provided the experience necessary through a similar ISS Sediment pilot project previously performed. In 2015, the 7th street turning basin, which is attached to the Gowanus canal, was decided to be the location of the program. Project Objectives: • Solidify MGP NAPL-containing sediments under marine conditions and generate sufficient performance data to evaluate the application of the technology under typical conditions. • Provide accurate details within the QC/QA reporting. • Maximum productivity throughout the test demonstration. • Create one continuous monolith of all 9 mix designs. • Minimize environmental disruption to surface sediments and canal water quality. Complete 9 mix designs within the allotted 18 day test program. • Document special health and safety considerations, additional costs and logistical and permitting challenges associated with on-water operation of ISS equipment. • Provide detailed summary report. Description of Work: For this unique ISS demonstration project, Geo-Solutions set up ISS equipment on two modular barge floats. The first of which included: a batch plant (cement/slag silos, pumps, high shear mixer and water tank) and two debris removal containers. On the second barge, an 180,000 lb. hydraulic drill rig, a CAT324 excavator (debris removal) and three conex containers used for an office and tool storage. After construction of the support and ISS barges, Geo-Solutions relocated the barges to the drilling site in the Gowanus Canal, located in Brooklyn, New York. The mobilization of the barges was a logistically challenging venture as Geo-Solutions was required to coordinate multiple draw/lift bridges for time sensitive access points while navigating the narrow canal. Upon arrival, Geo-Solutions immediately strung oil booms and turbidity curtains around the ISS test program location. During operations, Geo-Solutions performed an initial sweep for debris contained within the sediment. Following debris removal ISS activities commenced and 226 ISS columns were installed over the 18 days of soil mixing. These columns were installed at various depths within the transitional phase of the soft and native sediments. Operational parameters for the ISS of sediments were varied to create optimal homogenous mixing while creating minimal environmental impacts to the canal turbidity and sheens. Bulkhead stability was monitoring continuously utilizing multiple inclinometer stations, and GPS targets. A total of nine (9) different mix designs and three (3) reagents were utilized. Both 6 foot diameter and 8 foot diameter auger sizes were evaluated. Varying results were achieved with the different mix designs as anticipated. The native sediment was solidified discretely through in-place soft sediments to achieve a 5-8 foot thick monolith which will later support a reactive cap system. The local barge mounted turbidity curtains were sufficient to control sheens, NAPL, and turbidity. The Pilot Study data was summarized for the client to provide to the EPA and stakeholders for full scale design considerations." />

Brooklyn, NY: Gowanus Canal Superfund Site

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<img width="367" height="367" alt="industries-sediments-springfield2-ma-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-sediments-springfield2-ma-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/industries-sediments-springfield2-ma-feature-367x367.jpg" alt="industries-sediments-springfield2-ma-feature" />

Springfield, MA: Technology Demonstration Project

Wetlands

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Moonachie, NJ: Wetlands Construction and Restoration

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<img width="367" height="367" alt="slurry-soil-cement-bentonite-metaline-falls1-wa-feature" data-src="https://www.geo-solutions.com/wp-content/uploads/2017/04/slurry-soil-cement-bentonite-metaline-falls1-wa-feature-367x367.jpg" class="img-responsive lazyload" src="data:image/gif;base64,R0lGODlhAQABAAAAACH5BAEKAAEALAAAAAABAAEAAAICTAEAOw==" /><noscript><img class="img-responsive" width="367" height="367" src="https://www.geo-solutions.com/wp-content/uploads/2017/04/slurry-soil-cement-bentonite-metaline-falls1-wa-feature-367x367.jpg" alt="slurry-soil-cement-bentonite-metaline-falls1-wa-feature" />

Metaline Falls, WA: Lehigh Cement Company CKD

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Wilmington, DE: Peterson Marsh Restoration

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Heislerville, NJ: Maurice River Township Salt Hay Farm Construction

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Baltimore, MD: Hart-Miller Island Wetlands Construction

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Manakin-Sabot, VA: James River Wetland Mitigation Landbank Phase II

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