How did Langan implement a successful sulfate delivery system for remediation at 3093 Broadway?

Remediation is a critical component for brownfield redevelopment and this project at 3093 Broadway in Oakland, California is no exceptioAdditional boreholes 2n. A former car dealership operated at this 3.4-acre site, which is located along the historical Auto Row. During the dealership’s operations, underground storage tanks released petroleum hydrocarbons into the groundwater.

Langan was tasked with mitigating the petroleum hydrocarbons and associated compounds in soil and groundwater. The challenge was to implement a remediation system before construction without endangering the project’s construction schedule or financial viability.

To meet these constraints, Langan designed and implemented a sulfate delivery system within the building foundation. This system introduced a continuous supply of sulfate into the groundwater. The sulfate stimulated native microorganisms to degrade the petroleum hydrocarbons.

Our team drilled 42 remediation borings within the areas of greatest groundwater impacts and backfilled with a mixture of gypsum (calcium sulfate) and other materials. We placed the gypsum below the groundwater table to slowly dissolve and provide an ongoing source of sulfate to the groundwater.

IMG_0751We completed the installation of the bioremediation system prior to construction’s start date. In fact, the process was well underway before the site became inaccessible during site’s earthwork and building construction. We also re-installed monitoring wells at the new ground level for post-remediation monitoring. The approach placed the necessary remediation reagent prior to building construction to avoid the difficulty of placement during or after building construction.

Langan’s environmental and geotechnical teams coordinated closely during remediation design to address potential geotechnical implications. We carefully located remediation borings within the building footprint where they would not compromise the building’s foundation. We also carefully coordinated the gypsum backfill mixture to achieve both the environmental and geotechnical requirements for the project — demonstrating the value of our team’s integrated services for land development.

Langan is proud to work with the developer, CityView, on this well-planned and thoughtful redevelopment. It is a key component in achieving the City of Oakland’s vision under the Broadway-Valdez District Specific Plan to revitalize the neighborhood into a vibrant retail and mixed-use district. Once built, 3093 Broadway will contribute socially and financially to the neighborhood and overall East Bay community for years to come.

Answer provided by Christopher Glenn, PE, LEED GA, Senior Project Engineer
Christopher has 18 years of experience as an environmental engineer and project manager for investigation, mitigation, and remediation sites. He has a broad base of experience with numerous remediation technologies, including biological remediation (reductive dechlorination, aerobic bioremediation, bioaugmentation, bioventing, and natural attenuation), chemical remediation (Fenton’s reagent, permanganate, and zero-valent iron), and physical remediation (soil vapor extraction, air sparging, dual-phase extraction, groundwater extraction, and surfactant-enhanced extraction). Chris is a leader on sustainable engineering and is actively involved in Langan’s corporate sustainability initiative.

What are some of the challenges for new capital projects at existing refineries?

Challenges for new capital projects at existing refineries usually include permitting, below-ground constructability, waste soil management, and health and safety.refinery

Permitting can be a critical path issue, and should be initiated as early as possible in the project design, during pre-permitting meetings with the regulators.  Identification of regulatory jurisdictions early in the planning stages can provide valuable information in siting new facilities. Shoehorning in a new piece of equipment at the refinery requires an in-depth understanding of the subsurface conditions.  This includes identifying utilities and environmental hazards and taking appropriate safety considerations.  The geo-environmental approach works best where the geotechnical and the environmental borings are combined, meaning the holistic solution to the installation of the foundation involves both geotechnical and environmental considerations.

Understanding the constraints of utilities, the potential shoring of utilities, and the handling of the waste soils during construction is critical at the early stages of design development, and may influence selection of foundation type.  The requirements for dewatering, the treatment of the water (whether it can be discharged under the existing permit to the refinery wastewater treatment system), potential migration of existing plumes, and the health and safety issues are all items that require consideration during design.  Ultimately, the design requires a detailed constructability review to confirm that all safety, environmental, risk and engineering issues are covered prior to the completion of the final design.

Answer provided by Rory Johnston, PE, BCEE, Principal
Rory’s consulting career spans almost 30 years, ranging from geotechnical engineering on large industrial projects to environmental investigation and remediation. At Langan, a key part of his role as a Principal is to lead major projects in various market sectors, with an emphasis on oil and gas projects.

What are your top tips to best manage the risks of contaminated fill during construction projects?

Tip #1: Know that there are risks and liabilities for the owner, developer, contractor and consultants.

Management of known or potentially contaminated fill (and recycled material/debris) poses risks and liabilities to all involved: owners, developers, contractors, and consultants.  There are federal, state, and often local regulations and requirements that apply to managing fill and recycled materials. The site owner, developer,  contractor, and even the consultant who were involved in generating and arranging for the management of exported fill/materials could be liable for its handling and management under federal and state law.

Tip #2: Assess the likelihood of contaminated fill on your project at the outset in the concept development stage.

Construction contracts often presume that excess soil and demolition debris represents only a nominal cost or is viewed as a commodity in the bidding stage of a project. Completing a Phase I Environmental Site Assessment in compliance with the ASTM standard is prudent and can offer some valuable information and liability protection, but is not always adequate to assess potential project impacts related to managing potentially contaminated materials.  Understand the cut/fill balance well in advance of contractor bidding and construction.

Tip #3: Plan ahead to minimize costs and delays.

A fill management plan incorporated into project bid documents, contracts, and construction documents designates responsibility and can be used to allocate costs. Characterizing fill early allows time for practical solutions such as treating material in place or in piles, segregating and routing material to lower cost facilities, consolidating/blending material on-site or re-working the site design. Insuring that your bidders have reviewed the plan and are experienced in the management of fill will get you a price without an “uncertainty premium” (high rates to buffer unknowns) or overly broad exclusions that lead to change orders.

Answer provided by Jeff Smith, PG, Associate
Jeff has over 24 years of experience with property assessments, pre-remedial investigation and strategy, RI/FS, FD/RA, alternative remedial strategies, amended RODs, and exposure pathway and vapor intrusion assessments. His career has required the mitigation of complex technical, regulatory, and legal issues, resulting in development of alternative, cost-effective, practical solutions to environmental problems.

What were the geotechnical challenges of working on the One South Market project?

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One South Market site during construction

One South Market is one of the latest high-rise buildings to fill the skyline of downtown San Jose in the last few years. In the past, the City of San Jose has encountered difficulty attracting developers to bring new tall building projects into downtown.  Due to downtown’s close proximity to the aircraft flight path to Mineta San Jose International Airport, the San Jose 2040 General Plan states that all new tall building heights be subject to maximum building height limitations as mandated by Federal Aviation Administration regulations.

In order to make the project economically feasible with the building height limitations, the developer of One South Market conceived a plan that included a 23-story tower of luxury condominiums and a six-story parking structure located next to the tower.  The tower was constructed at-grade, while the parking structure was constructed with a three-level basement.  Langan worked with the design team to evaluate the settlement compatibility between the two buildings and optimize the foundation system to support both structures.

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One South Market

Challenges for this project included installation of temporary shoring to support the 38-foot excavation for the parking structure. The temporary shoring protected surrounding buildings and city streets and allowed for management of the dewatering of the shallow groundwater during construction. The temporary shoring consisted of soldier-pile and lagging with tieback anchors; however internal steel beam walers and rakers were used for a nearby historic building. Installation of soldier piles included vibrated-in piles and drilled piles near existing structures to reduce vibration impacts.

It was very rewarding to be part of this project team, assist with the design and building’s LEED silver certification and to be a part of the future growth of downtown San Jose.

 

Answer provided by Gabriel Alcantar, PE, Project Engineer
Gabe is experienced in performing geotechnical evaluations and managing construction projects throughout the San Francisco Bay Area.  As a project engineer, he works on projects involving shoring systems, mass grading, installation of deep and shallow foundational systems, and  ground improvement. Additionally, he performs probabilistic hazard seismic analyses for projects within California and internationally.

What specific technical challenges affect successful land development in LATAM?

Water and earthwork! Almost every new site we see (other than urban infill) is pushing the edge of the developed area or is just out there – call it sprawl or starting a whole new remote community. The edge of the developed area is the edge more than likely because it has hilly terrain and needs a lot of earth movement. We get involved at the concept or master plan stage, take the project vision and test out the earthwork costs, and then we steer the project’s vision in a more cost-efficient direction.

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Langan provided site/civil, geotechnical, hydrogeological, and traffic engineering for Serena Del Mar in Cartegena, Colombia.

With the remote sites, city water is usually not there or not practical to bring in from afar, so you need to develop your own water supply. On an island, that’s likely going to be using seawater, but on the mainland areas, we are generally going to be drilling wells. Just make sure to use competent hydrogeology well testing, design, installation, and development for a sustainable well supply or else the simple method of drilling a hole and dropping a pump will lead to starting all over again in a couple of years.

Answer provided by Eric Schwarz, PE, LEED AP
Eric specializes in site/civil land development engineering, hydraulics and hydrology, storm drainage, water distribution and sanitary sewerage conveyance design. During his 20 years at Langan, he has managed dozens of major projects throughout Latin America.

Why is everyone talking about emerging contaminants?

So-called emerging contaminants (ECs) like 1,4-dioxane and per- and poly- fluorinated substances (PFAS) have been receiving much press and public attention lately.  Keeping-up with related news, science and policy developments may seem like an overwhelming challenge, and to some it may be tempting to overlook ECs as a sensational “issue du jour” that will pass with the next news cycle.  However, there are plenty of reasons why everyone is talking and why remediation professionals of all stripes should pay attention.  Here are a few of them.

  1. Inconsistent and Unclear Policies & Regulations. State and federal policy makers have been unable to agree on how (or even whether) to regulate ECs.  It has been almost 20 years since the USEPA promulgated or modified a Maximum Contaminant Level (MCL) for a synthetic organic contaminant under the Safe Drinking Water Act (SWDA).  In the interim, the USEPA has issued unenforceable “health advisory levels” for numerous ECs (like PFAS), and many states have reacted to public pressure by establishing their own, often divergent, numerical threshold values.  The resulting tangle of unclear and inconsistent policies and regulations has confused the regulated community and the general public about actual risks and legal obligations, which in turn has set the stage for controversy and conflict.
  1. Potential for “Re-Opening” Sites. ECs are sparking renewed interest in sites that were previously approved for “closure”.  Previously approved remedies may not have considered ECs for myriad reasons:  a) they were unregulated or not known to be hazardous at the time, b) standards have become more stringent, and c) suitable analytical techniques were either unavailable or unable to resolve concentrations at the levels now being regulated or considered for regulation, some of which are in the parts per trillion (ppt) range (i.e., < 0.1 µg/L).  Regulators have expressed concerns that historically approved remedies should be revisited to consider ECs, to ensure that those remedies remain adequately protective.
  1. Business Environmental Risk. Beyond the attendant regulatory risks and uncertainties, ECs may pose new and potentially significant business environmental risks.  The specter of EC-related toxic tort claims is raising questions about:  a) whether and how companies should assess exposure to EC-related risks, b) whether and to what extent ECs should be considered in transactional due diligence, and c) whether EC-related risks are adequately insured and eligible for claims.
  1. Treatment/Remediation Challenges. By their physical and chemical nature, many ECs do not respond as favorably (or at all) to common, conventional treatment and remediation technologies.  For example, 1,4-dioxane cannot be effectively removed from water via air stripping, while granular active carbon (GAC) is only mildly effective for removing 1,4-dioxane.  Additionally, PFAS such as perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS) are mobile in the environment and are not known to degrade at meaningful rates by natural chemical or biological process.  Treating to ppt levels also presents technical challenges and limitations.
  1. Prevalence. Occurrence studies by the USEPA, USGS and various state agencies have identified detectable concentrations of ECs in a significant proportion of public water supplies (PWS) and surface water bodies. For example:
    • 1,4-dioxane was detected in 22% of the PWS tested from 2013 through 2015 pursuant to the USEPA’s Unregulated Contaminant Monitoring Rule (UCMR).
    • PFAS have been detected in a relatively smaller proportion of PWS nationally (2%) but occur more frequently in some regions like New Jersey (detected in 67% of PWS sampled from 2006-2010; see Occurrence of Perfluorinated Chemicals in Untreated New Jersey Drinking Water Sources, NJDEP Division of Water Supply and Geoscience, April 2014).

Additionally, many ECs are not rare or unusual; they have been used extensively in manufacturing processes and consumer products and therefore may have entered the environment from a variety of potential sources.

Answered by Adam Hackenberg, PG
Adam has over 20 years of diverse experience investigating and remediating environmentally distressed sites under various state programs, CERCLA/Superfund, and RCRA. He has been recognized for teaming with clients to evaluate project drivers, define goals and objectives, and develop cost-effective exit/management strategies.

How did Langan’s expertise assist with the design of Zuckerberg San Francisco General Hospital and Trauma Center’s base-isolated foundation?

The Zuckerberg San Francisco General Hospital and Trauma Center (ZSFG) is the first hospital in San Francisco to be built with a base-isolated foundation — the latest technology for protecting buildings during seismic activity. ZSFG is the only Level One trauma center in San Francisco, so maintaining operations during a natural disaster is critical.

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Zuckerberg San Francisco General Hospital & Trauma Center
(photo credit: Agnieszka Jakubowicz)

By incorporating a base isolation system at the foundation level, the building can move freely up to 33 inches during the Maximum Considered Earthquake (MCE). This free movement reduces the seismically-induced forces in the structure, resulting in an enhanced seismic performance and lowering the cost of the structure.

To accommodate the movements, Langan recommended a void space (commonly referred to as a moat) be constructed between the structure’s basement wall and the adjacent permanent perimeter retaining wall (moat wall).  The moat wall is a permanently tied-back retaining wall ranging from 25 to 41 feet in height.

As the seismic engineers on this project, Langan also developed earthquake ground motions and estimated ground deformations during and following the MCE shaking for use in the structural evaluations and design of the base isolation system and the superstructure.

In addition, we performed nonlinear time series Soil-Structure Interaction (SSI) analyses to estimate seismic forces and displacements of the moat wall as a result of shaking during an MCE event. We used the results to evaluate the potential of out-of-phase motion between the moat and basement walls during the MCE event.

It was very rewarding to be part of this project team and assist with the design and evaluation of the base-isolated foundation, the most earthquake-resistant design known today.

Answer provided by Haze M. Rodgers, PE, GE, Senior Project Engineer 
Haze has nearly 15 years of experience providing geotechnical consulting services, including subsurface exploration, laboratory testing, and construction observation. During design, he provides soil structure interaction evaluations (static and dynamic), ground improvement evaluations, slope stability, and foundation designs. His projects include commercial and residential structures, deep excavations, infrastructure (roadways and utilities), marine and waterfront developments (piers, wharves, and harbors), seismic strengthening, and landslide stabilizations