Remedial Investigations, Feasibility Studies, and Remedial Design
  
Most of the experts at SSP&A were involved in groundwater long before it became a focus of environmental compliance programs. However, throughout the development of compliance programs, SSP&A has been actively involved in applying groundwater and environmental science to the resolution of problems within the regulatory framework. In this process, SSP&A has amassed considerable experience in RCRA, CERCLA and state programs, along with experience in negotiating clean-up standards, remedial goals, Consent Decrees and other documents governing remedial activities at particular sites. Regardless of the complexity of technical, administrative and legal issues encountered at regulated sites, SSP&A strives to maintain focus on two critical objectives: site evaluation and remediation via the most practical and cost effective means possible.

Much of SSP&A's current work involves investigation or remediation of groundwater and/or soil contamination at a regulated site. Several projects involving completion of Remedial Investigations and/or Feasibility Studies (RI/FS), or their equivalent, are described below. In all of these projects, SSP&A applied some form of groundwater modeling and participated in negotiations with the regulatory agencies on behalf of the client.

Lone Pine Landfill - Freehold, New Jersey

A remedial investigation and feasibility study was performed for the off-site area surrounding the Lone Pine landfill, a Superfund Site. During the remedial investigation, field investigations were performed, and the data were analyzed to describe the hydrogeologic and chemical systems. Assessments of the extent and magnitude of existing contamination in the off-site area and of the potential for migration of this contamination in the ground and surface-water systems outside the landfill were conducted. In the feasibility study, potential remedial alternatives for the off-site area were evaluated in detail. A three-dimensional groundwater flow model was used to predict the effects of the various potential remedial actions on the hydrogeologic system.

Remedial alternatives that were considered and modeled included a slurry wall with french drain and impermeable cap, combined with various arrays of injection and extraction wells and interceptor trenches. A particle-tracking method was used in conjunction with the flow model to describe the direction and rates of groundwater flow associated with each simulation. A mixed linear-reservoir model was used to estimate the time required to achieve remedial goals for site clean-up. In addition, a study of the nature and volume of fluids at the site was completed to aid in the design of a leachate treatment system. SSP&A prepared all the documents required as part of the RI/FS process and participated in negotiations with the regulatory agencies for selection of the final remedy.  PDF Figure

1990 Bay Road Site - East Palo Alto, California

The Rhone-Poulenc/Sandoz 1990 Bay Road site was used for the formulation of arsenic-based pesticides for over a half-century. As a result of these activities, soils and groundwater in the vicinity of the site contain very high concentrations of arsenic and related inorganic compounds. SSP&A has managed the ongoing RI/FS process for this site since the early 1980s. Since large volumes of contaminated soil and groundwater at this site rendered complete clean-up extremely expensive, SSP&A developed strong technical arguments to support limited removal and containment options. These options were aggressively and successfully defended before the regulatory agencies. The final remedy for the site involved removal and containment of contaminated soils, construction of a slurry wall for containment of the groundwater plume, and construction of an asphalt cap. The remedy has been partially implemented with soil removal and stabilization completed in 1991.  PDF Figure

Hastings Groundwater Contamination Site - Hastings, Nebraska

The Hastings site in Adams County, Nebraska, a grain storage and distribution facility, is underlain by a 100-foot thick sand and gravel aquifer that is contaminated with a variety of chlorinated solvents. SSP&A has completed field investigations and the RI/FS for this site. SSP&A completed groundwater flow and transport modeling as part of the feasibility study to identify the most effective remedial alternative. The modeling involved construction and calibration of a three-dimensional flow model of the site and assessment of groundwater flow and contaminant transport for a number of proposed remedial alternatives. Pumping-well locations and pumping rates were optimized for the preferred alternative remedy. The feasibility study has been submitted to the Environmental Protection Agency and negotiations are pending. SSP&A has also testified in court on behalf of the client and has presented expert testimony on mass transport and groundwater conditions in the site vicinity.  PDF Figure

Kodak Park - Rochester, New York

Kodak Park is a 2,000 acre photographic manufacturing facility that has been in operation since the late 1800's. SSP&A conducted a Corrective Measure Study for a portion of the park which was devoted primarily to chemical manufacturing and silver recovery. The study considered the need for soil and groundwater remediation in the site area and developed remedial alternatives. Groundwater contamination at the site is characterized by dissolved volatile organic compounds and DNAPL in fractured bedrock. Groundwater flow is controlled to a large extent by a network of industrial sewers which drain groundwater from the site, and by a 16-foot diameter tunnel located about 100 feet below land surface which was built by the City of Rochester to provide for storm-water overflow. SSP&A prepared a Corrective Measure Study report for the considered portion of Kodak Park; the report was submitted to the State in late 1994.  PDF Figure

One Briggs Drive, East Greenwich, Rhode Island

SSP&A worked in association with Treadwell and Rollo, Inc. to perform a remedial investigation of a former waste-disposal area located at a Stanley-Bostitch manufacturing facility near East Greenwich, Rhode Island. Waste materials, including VOCs, were disposed of in lagoons located in overburden materials. Field studies were performed and a remedial design developed to contain contamination in the overburden and granitic bedrock underlying the overburden. The remedial design included a 2,300-foot long subdrain completed to the base of the overburden materials with several shallow extraction wells completed in the bedrock. Several remedial designs were evaluated using a calibrated groundwater flow model developed by SSP&A.  PDF Figure

Martin-Marietta Facility - Denver, Colorado

SSP&A developed a linked groundwater and surface water flow model for the shallow alluvial aquifer, the Pierre Shale and other dipping bedrock units to evaluate the fate and transport of VOCs, metals, and other contaminants from onsite manufacturing areas to the downgradient river alluvium and the South Platte River. SSP&A used the model to evaluate the risk to Denver municipal wells located in the river alluvium and to evaluate the effectiveness of existing interim groundwater interception measures. SSP&A also performed modeling and fate and transport evaluations to evaluate alternate groundwater remedial measures and determine optimal well locations in alluvial channels for expediting the clean-up. SSP&A provided these technical services to complement engineering services provided by another consultant retained by the facility in the conduct of the RI/FS.  PDF Figure

Investigation and Remediation of a Gasoline Spill, Virginia

During the construction of a housing subdivision, a 32-inch underground gasoline pipeline was ruptured and over 15,000 gallons of unleaded gasoline spilled. A significant portion of the total was unaccountable and presumed to have infiltrated the surrounding soils. SSP&A conducted both soil-gas and groundwater investigations to determine the extent and distribution of contamination. The majority of the gasoline was found to be held by the materials above the water table. SSP&A designed, installed, and operated three vapor extraction systems with a total of 50 extraction wells to remediate areas affected by the contaminated soil. To monitor potential health risks to residents in surrounding housing units, 66 soil-gas monitoring tubes were also installed and were sampled periodically. The vapor extraction system recovered vapor equivalent to over 5,000 gallons of gasoline before Fairfax County, Virginia, deemed the site fully remediated.  PDF Figure