MEC&F Expert Engineers

Tuesday, November 8, 2016

Allocation of future remediation costs among various parties with respect to environmental contribution claims





allocation of FUTURE remediation costS among various parties with respect to environmental CONTRIBUTION claims


 Important New Jersey Supreme Court Decision Regarding the Right to Sue for Contribution

On July 28, 2014, the New Jersey Supreme Court issued a very important decision regarding the right to sue for contribution in Superior Court and the assignment of liability for environmental contribution claims without prior approval of the remediation plans by the New Jersey Department of Environmental Conservation (NJDEP or Department).  The case is Magic Petroleum Corporation v. Exxon Mobil Corporation, et al., A-46-12 (069083)(N.J. 2014). 

Magic Petroleum is the owner and operator of a gasoline refueling and service station in the Clarksburg area of Millstone Township which contained several underground storage tanks that were alleged to have leaked petroleum hydrocarbons into the soil and groundwater. Magic Petroleum was designated a Spill Act discharger by the DEP and agreed to remediate the property under NJDEP oversight.  The lower courts reasoned that only the NJDEP could identify the contamination, analyze the extent of the discharge, and devise a cleanup strategy – findings that needed to be made prior to an allocation of liability. Moreover, such findings were deemed to be within NJDEP’s expertise and would not be determined until after completion of cleanup. The Appellate Division also declared that under the Spill Act, a party seeking contribution must first obtain the NJDEP’s written approval of the remediation plan.

The Supreme Court reversed the lower courts and held that Plaintiff property owners or other responsible parties may file contribution claims in Superior Court, and a court may allocate liability before the final resolution of a site remediation plan by the NJDEP.  The trial court may assign liability based on evidence presented at trial, but may not be able to issue a final damages award.  In addition, a party need not obtain written approval of the remediation plan prior to filing a claim for contribution.  This right to pursue contribution lawsuits grows out of the express language of New Jersey Spill Compensation and Control Act (Spill Act), as well as common law (as codified in the Joint Tortfeasors Contribution Law, N.J.S.A. 2A:53A-1, as modified by the Comparative Negligence Act, N.J.S.A. 2A:15-5.1.

This decision is in agreement with decisions reached by other courts in CERCLA (or Superfund as is commonly known)) contribution claims to determine liability and/or cost allocation among the responsible parties.  See for example, New York v. Solvent Chemical Co., Inc., 664 F.3d 22, 27 (2d Cir. 2011) where the Second Circuit Court reversed the Trial Court's refusal to issue a declaratory judgment for future costs.  The Circuit Court noted that the Trial Court found that DuPont and Olin were liable for contribution for past remediation costs and that it provided no good reason why those parties should not be liable for ongoing, future costs.  The Circuit Court reasoned that a declaratory judgment with respect to liability saves litigants and courts substantial time and money, leaving for the future only the need to fix the amount of contribution and affording the court flexibility with respect to the time and manner for doing so. 

See also Ashley II of Charleston, LLC v. PCS Nitrogen, Inc., et al, 2010 U.S. Dist., Eastern District of SC, Charleston Division LEXIS 104772 (Docket No. 2:05-cv-2782-MBS), May 27, 2011.  In Ashley II the court noted that with regard to future response costs there is no final remediation plan for the site that has been approved by the U.S. EPA.  However, the court ruled that a government-approved remediation plan is not a prerequisite for the court’s entry of “an order allocating liability allocation”.  Dent v.Beazer, 993 F. Supp., (D.S.C. 1995) at 949.  To the extent that it later becomes disputed whether the final remediation plan for the site is consistent with the NCP, the court will retain jurisdiction over the case to decide this issue.

The implications of Magic Petroleum decision are particularly significant because it will foster greater cooperation between the responsible parties, leading into an expedited site remediation and restoration.  Responsible parties will no longer be able to sit on the sideline and avoid paying their fair share until after remediation is complete which could take many years.

As you all know, the real argument between the Potentially Responsible Parties (PRPs) is always about the amount money they think they are liable for.  During these contribution suits, the party that presents the most credible cost analysis wins the battle.  Based on our experience with contribution lawsuits, we believe that the most effective methods are the probabilistic methods that use Monte Carlo simulations or equivalent approaches.  Now we will be able to use our experience with the federal contribution program to determine the future remediation costs in the New Jersey litigation using the EPA-approved Monte Carlo and decision tree methods. 






Monte Carlo Simulation and Decision Trees to Determine the Future Remediation Costs

Traditionally, remediation cost estimates have been point-in-time estimates that represent a single value for the cost of the project and a +/- range of 10 to 30 percent, depending on the stage of the estimate.  These estimates, especially the ones prepared early on in the project impart a false sense of accuracy because they are not capable of describing the wide variability that can occur as risks or uncertainties unfold.

Monte Carlo is a simulation technique that uses random numbers to measure the probabilistic effects of uncertainty.  It permits the calculation of probability distributions of outcomes for complex decision trees.  The technique employs a computer to repeatedly and rapidly simulate the outcome of a series of probable events.  A decision tree is prepared following the initial assessment of the all of the available information.  The decision tree visually portrays the structure of a decision problem, thus displaying the alternative courses of action, all possible outcomes and the probability values of each decision.

The decision tree is a model representing pertinent alternative future events, their costs, timing, and the probabilities of their occurrence. It lays out the most reasonable, possible cleanup responses, sequentially over time (i.e., one “branch” of the tree).  It breaks down these responses into their elements, such as studies, soil responses, groundwater responses, etc.

Each response element is represented by a “box” on a branch of the decision tree, and those boxes are then assigned costs, timing, and probabilities. Cost information is derived from project information when possible, such as agency planning documents or from internal budgets.








The decision tree is then statistically analyzed using Monte Carlo simulation.  Metropolitan has applied Monte Carlo simulation to the problem of comparing the possible costs of alternative environmental remediation options.  Using Monte Carlo random sampling from an option’s cost probability distribution, the probability that one option will cost more than another can be estimated and the most likely costs of each operation can be compared.  Probabilities (i.e., confidence levels) can be assigned to a range of possible costs, leading to more credible and defensible comparisons.

Monte Carlo simulation assigns a probability distribution to environmental risk.  That risk can increase or decrease depending on changes to environmental legislation.  Once probability distributions are established for all inputs required for a Net Present Value (NPV) analysis, the Monte Carlo simulation begins.  A computer program implementing the algebraic formula for NPV is written.  When the simulation calls for the dollar value of future liabilities or interest rates, these amounts are replaced by random numbers drawn from the appropriate probability distributions.  The model then applies the input values to the model and records the output.  We use @Risk, Crystal Ball, or similar software in conjunction with MS-Project software to do the simulations and present the results.

The computer works through the decision tree, drawing a sample from the relevant probability distributions at each point where an event occurs and then applying simple logic to determine how to proceed through the tree.  When alternative technologies are available, the computer model will determine the probability distributions of the possible costs of the technologies and then choose the least costly option.  If different possible events exist in the decision tree, the computer will model each event and the possible outcomes.  This process is repeated until meaningful probability distributions can be established.  The output of the simulation is a quantification of the ranges of outcomes, such as probability of cost overrun, probability of exceeding a deadline, and so on.  The simulation allows us to perform a sensitivity analysis to identify the primary variation drivers..  The results of the modeling include the mean, standard deviation and other statistics for the variable we model.






As an example, we would define as input to the simulation the environmental remediation costs for the future months as any value between $3.0 million and $6.0 million.  We would then identify a key output that we desire, such as the total project cost.  The Monte Carlo program then would perform thousands of simulations by repeatedly sampling random combinations of the input costs (all the cost items we provide, such as: permit costs, labor, material, oversight and other costs) to determine a distribution for the output, i.e., the total project cost.

The primary result of the analysis is a distribution of predicted costs derived from pertinent reasonable response alternatives allowing clients to select a single cost estimate according to their risk tolerance.  Monte Carlo estimates both capital and operating costs, so it also provides a cash flow prediction and a Net Present Value (NPV) for a given discount rate.

The clear advantage of this approach is that it uses all data in any possible combination to derive at the full range and probability of potential outcomes in other words, it does use the uncertainty as part of the decision making.  It provides a more realistic result and not one that is based on compounded conservative assumptions.  And it provides a measure of the quality of the data inputs by calculating the statistics of the distribution.  It does allow the decision maker to know how much risk is associated with a certain remediation cost estimate.  We believe that this method reduces the difficulty in estimating the allocation of remediation cost among various parties with respect to environmental claims and provides an early consensus or buy in of the PRPs and their insurers by instilling confidence in the results.



Probabilistic modeling is the generally-recognized standard for evaluating environmental liabilities.

Metropolitan has overseen the investigation and cleanup of more than 600 Superfund, ISRA, Act 2, UST, RCRA, state hazardous waste sites and other impacted sites.  We have estimated total response costs for sites, discounted to net present value, using a decision tree method, combined with Monte Carlo probabilistic analysis.  This kind of probabilistic modeling is the generally-recognized standard for evaluating environmental liabilities.  It is the preferred methodology for estimating environmental obligations in the future according to the ASTM International (formerly the American Society for Testing and Materials) "Standard Guide for Estimating Monetary Costs and Liabilities for Environmental Matters" (ASTM E2137-01 and ASTM E2137-06 (2011).  This method is specifically designed to examine and evaluate a wide range of uncertainty and results in an estimate that takes into account all potential remedial actions that might be required.  We believe this is a key method that will be applied in New Jersey cleanup cases moving forward.

Metropolitan’s analysis appropriately accounts for the distinct possibility that no future remediation of site may ever be required or undertaken.  Metropolitan also considers that, if remediation were required, the property might be remediated in part rather than in whole, and the remediation might take one of several different forms and occur at different times in the future.  As an example, at a cleanup site, Metropolitan analysis assigned an 80 percent probability that no further cleanup of the property (beyond the cleanup of a small parcel) would be necessary.  Then Metropolitan evaluated future costs of further action assessing both a 100 percent cleanup remedy and a 80/20 chain-link fencing and cleanup remedy.  Metropolitan also calculated the net present value of cleanups of various amounts of the remaining 120 acres over the next 20 years; specifically, Metropolitan assigned a 15 percent probability that the remediation would begin in five years; an 75 percent probability that the remediation would begin in 10 years; and a 10 percent probability that the remediation would begin in 20 years.  Metropolitan further assigned a 40 percent probability to the full 120 acres (i.e., 100 percent of the acreage) of right-of-way area being excavated; a 30 percent probability that 60 acres (i.e., 50 percent of the acreage) would be excavated; and a 30 percent probability that 30 acres (i.e., 25 percent of the acreage) would be excavated.

Based on these various probabilities of different outcomes, Metropolitan calculated the net present value (NPV) of the estimated total future response costs using all of these probabilities to be $1,200,000.






Allocation of Liability for Commingled Groundwater Plumes Based on Groundwater Modeling

Quite often we see that the ground water contamination at a site has been caused by a number of on-site and off-site sources.  For example, groundwater beneath two adjacent gas stations is contaminated with releases from the underground storage tanks.  The groundwater may all move in the same general direction, but because the contaminant plumes spread or fan out as they migrate through the soil and groundwater, the plumes blend together and the contaminants mix.  So a certain groundwater monitoring well would represent the impacts from both stations.  This is what we call a commingling plume issue and it is a very common phenomenon in urban settings. 

Courts have often imposed joint and several liability on parties that caused indivisible harm because of commingled contaminant plumes.  In a number of Superfund case, the courts apportioned liability for commingled contaminant plumes using computer modeling.  While statutorily only available under CERCLA §107 cost recovery actions, joint and several liability has often worked its way into contribution actions under CERCLA §113 when multiple parties were alleged to have contributed to the contamination.   In such instances, courts have often required defendants to provide evidence apportioning harm pursuant to the principles provided in the Restatement (Second) of Torts (.“Restatement.”) § 43 3A, a difficult burden. See, United States v. Hercules, Inc., 247 F.3d 706, 717 (8th Cir. 2001).  The Restatement provides that two parties can apportion damages for harm they caused by showing the harms are distinct or by offering a reasonable basis to determine the contribution of each party.   Defendants in a CERCLA § 113 contribution action can, in theory, apportion their liability based on the waste’s relative toxicity, migratory potential, extent of migration, distinct geographical area, release chronology (time), contaminant mass, contaminant concentration, and contamination volume. U.S. v. Hercules, at 247 F.3d at 718; U.S. v. Alcan Aluminum, 990 F.2d at 711, 722 (2nd Cir. 1993); U.S. v. Alcan Aluminum, 964 F.2d at 270 n. 29, 271; U.S. v. Broderick, 862 F. Supp. 272, 276-77 (D. Colo. 1994).  The volume of the plume is determined by the extent of groundwater contamination that exceeds a Remedial Action Objective, usually based on the Maximum Contaminant Levels (MCLs) of the contaminants or some multiple thereof or site-specific cleanup levels.



 

The Use of Forensic Methods to Allocate Costs

In quite a few cases we used forensic methodologies to determine the age of the releases and to apportion the liability.  See for example:




Metropolitan personnel have been frequently retained to perform forensic chemical analysis.  Environmental forensics are used to develop a clearer understanding of the source(s) of the chemical contaminants, the time since chemical release, and how chemicals have moved through the environment.  With a clear understanding of hydrogeology, chemistry and physics and how chemicals interact in the environment, forensic analysis is used to support PRP allocations in situations  involving commingled plumes, track the fate and transport of the chemicals in the environment, and determine the extent to which remediation has successfully removed chemical mass from the environment.

Metropolitan staff was chosen to provide expert witness services in a case involving petroleum hydrocarbon contamination of commercial and industrial park from a refinery pipeline used by one oil & gas producer versus contamination from a second oil refinery located adjacent to the commercial and industrial park.

Metropolitan performed an exhaustive forensic analysis using soil, soil vapor, groundwater and free product data to demonstrate the source of soil and groundwater contamination on the property. In addition to the traditional environmental analyses typically performed on these media, a more focused forensic analysis was performed. Using forensic techniques, Metropolitan was able to successfully demonstrate that the contamination was caused by a release of leaded gasoline and aviation fuel which had been produced between 1965 and 1985.  In addition, Metropolitan identified several biomarker chemicals in the groundwater which confirmed the source as the refinery pipeline.




Since our involvement with the Superfund, RCRA and  ECRA sites in the 1980’s, our firm has actively participated in significant environmental litigation throughout the United States.  Today, our practice provides a wide range of consulting engineering, remediation and auditing, forensic engineering, forensic accounting and litigation consulting services to potentially responsible parties (PRPs), insurance companies and various governmental entities.  Specific services provided by our professionals include:

  • Preparation and evaluation of cost recovery claims for environmental cleanups
  • Analysis of historical costs involving one or more financial accounting systems
  • Analysis of claimed internal cost allocations
  • Examination of accounting policies and internal controls with respect to GAAP and industry practices
  • Calculation of lost profits or other business damages resulting from contamination
  • Allocation of environmental response costs and other damages to multiple parties at contaminated sites
  • Apportionment of costs to multiple parties, insurers and/or insurance coverage layers


Metropolitan Engineering, Consulting & Forensics (MECF)

Providing Competent, Expert and Objective Investigative Engineering and Consulting Services

P.O. Box 520

Tenafly, NJ 07670-0520

Tel.: (973) 897-8162

Fax: (973) 810-0440

E-mail: metroforensics@gmail.com

Web pages: https://sites.google.com/site/metropolitanforensics/

https://sites.google.com/site/metropolitanenvironmental/

https://sites.google.com/site/metroforensics3/




We are happy to announce the launch of our twitter account. Please make sure to follow us at @MetropForensics or @metroforensics1

Metropolitan appreciates your business.

Feel free to recommend our services to your friends and colleagues.


PROPERTY DAMAGE CAUSED BY CORROSION

 

PROPERTY DAMAGE CAUSED BY CORROSION
https://sites.google.com/site/metropolitanforensics/property-damage-caused-by-corrosion
It is common knowledge that corrosion can make bridges fail, foundations collapse, tanks and pipelines leak, and electric systems short-circuit.  According to the National Association of Corrosion Engineers, corrosion damage costs U.S. industry and economy an estimated $300 billion annually. Since corrosion is a slow and predictable (although unavoidable) process, releases caused by corrosion damage are, in general, not considered sudden and accidental.
Many liability insurance policies contain qualified pollution exclusion clauses, under which there is an exception to the exclusion of coverage for liability arising from the discharge of pollutants where the discharge was "sudden and accidental."  Other policies expressly exclude coverage for loss due to specified risks such as corrosion, wear and tear, water damage, etc. When business interruption insurance is attached as an endorsement or rider to a property insurance policy, most courts have concluded that the exclusion of risks as to the property insurance did not apply to the business interruption coverage.

Conflict of Laws
The word sudden is directed at rupture or human error, an explosion, a spill, something which occurs abruptly. The term is used to specifically exclude the situation which happens due to the corrosion over an extended period of time of the pipes or tanks below ground which could cause a leaking situation over several years. There is conflict of laws regarding the meaning and application of the "sudden and accidental" exception to the pollution exclusion clause.
Applying New York law, the term "sudden" as used in such exception has a temporal aspect as referring to the discharge of a pollutant abruptly, precipitantly, or brought about in a short time.  It does not refer to actions which occur gradually over a period of time.
On the other hand, applying New Jersey law, one court held that the "sudden and accidental" language of the pollution exclusion clause does not bar coverage for gradual pollution, construing the term "sudden" as meaning unexpected or unintended, without a temporal aspect. There are several intermediate interpretations as well.
Courts are divided on who bears the burden of proving that any discharge was “sudden and accidental.” Some courts hold that the policyholder has the burden of proving exceptions to an exclusion. In contrast, a number of jurisdictions place the burden of disproving that the discharge was “sudden and accidental” on the insurance company.
Corrosion Fundamentals
Corrosion is the deterioration of a material (such as metal) due to interaction with its environment. Perhaps the best known example of corrosion is steel; as soon as iron ore has been smelted and refined to produce steel, nature begins to reverse the process. The steel reacts with the environment to form oxidation/reduction byproducts such as oxides, sulfates, sulfides, and carbonates.
The metal underground storage tanks (UST) have a finite life as they are subject to corrosion attack once they are placed in a corrosive environment. The average life of a UST (i.e., the time it takes to develop a corrosion leak) is less than 18 years. This average time to corrosion can be shorter or longer depending on the specific environment where the tank has been placed.
Corrosion can have many forms, both wet and dry:
                        General corrosion is the most common type of corrosion. It is defined as the uniform loss of metal from the entire exposed surface of the metal.
                        Pitting is a form of localized corrosion in which a small portion of the metallic structure is corroded at a rate much faster than the bulk of the structure. Although this type of corrosion is faster than the general corrosion, corrosion pitting forms gradually and is a predictable and known event associated with the underground storage tanks placed in contact with an electrolyte; therefore, it cannot be considered a sudden and accidental occurrence.
                        Galvanic Corrosion. This type of corrosion is caused when dissimilar metals are connected in an electrolytic solution under the proper conditions, one metal will experience accelerated corrosion.
                        Crevice Corrosion. Crevice corrosion is another form of localized corrosion. It occurs in crevices on metal structures/equipment.
                        Under-deposit Corrosion. This is a special type of crevice corrosion where the crevice or space is caused by a deposit on the metal surface. Scale, corrosion products or a variety of other debris can cause deposits under which accelerated corrosion occurs

There are several conditions that must be met before these reactions can occur.
1.      The metal must be reactive. It must be inherently unstable in the metallic form, thereby tending to corrode.
2.      The metal must be in contact with an electrolyte. An electrolyte is a solution, usually aqueous (i.e., water), which can conduct electric current and support ionized species.
3.      The electrolyte must contain dissolved species. This can be either dissolved gases, such as oxygen or chlorine, or dissolved ions, such as the hydrogen ion, which acts as an oxidizing agent.
4.      The kinetics of the situation (the rate at which the corrosion reactions can occur) must be rapid enough to be of practical significance.

The first requirement, that the metal must have sufficient reactivity, is exhibited by metals such as iron, copper and steel. They readily corrode under the proper conditions. It is important to note that without the presence of dissolved gases (such as oxygen) or minerals (such as chlorides) in an electrolyte (such as water) even highly reactive metals do not corrode.
What is Amenable to Corrosion?
All commonly used metals are vulnerable to corrosion. The following are some corrosion areas that have caused significant property damages.
Concrete. The corrosion of reinforcing steel in structures of every kind, including buildings, piers, bridges, roads, etc., is a major problem.  When cracking of the concrete occurs, it can quickly weaken the structure, leading to costly repairs, or even total replacement.  One of the biggest causes of corrosion of steel in concrete is the use of deicing salts on our highways and streets. In the United States, many million tons of salt or deicer is applied on a yearly basis to highways. In addition to contaminating the local groundwater, deicers also can cause additional property damages. Metropolitan witnessed the clogging of drainage systems due to the precipitation of calcium deposits found in the de-icing chemicals that had resulted in property damage.
Pipelines and Tanks. Most pipelines in the United States, are already well beyond their initial design life (averaging 30 years or so), and virtually every one traverses an area that is prone to corrosion. To manage corrosion risk, the oil and gas industries have been making large investments for many years in cathodic protection and other corrosion control systems.
Copper Piping Corrosion. Corrosion can also be found in hot water re-circulating systems in high-rise buildings, especially the ones that use groundwater. The insurance carriers must be aware that many underground waters are aggressive to copper piping. Metropolitan has witnessed such corrosion in geothermal system piping where groundwater drawn from a hard-water area (i.e., lots of calcium is present, as this is a common mineral present in most of the Northeast) is re-circulating.

EXAMPLES OF CORROSION CLAIMS
Copper Pipe Corrosion Claim
Pinhole leaks are unfortunately a common occurrence.  A pinhole leak is the breakthrough of the pipe wall when the pipe is undergoing “pitting corrosion” or simply “pitting”.  When enough pitting occurs in the interior of the pipe, it will break through and water will begin to travel to the exterior of the pipe.  Pitting corrosion (pinholes) are directly related to water chemistry.  High or low pH balance and water softness/hardness (high/low mineral content of the water) will directly affect certain types of copper piping, and can cause accelerated corrosion.  Hot water and heating supply lines are statistically more frequently damaged by pinhole leaks. The high temperature of the water can accelerate corrosion. Certain types of pitting will not occur in low water temperatures.

A typical example was seen in a 4-story school building in Massachusetts that had a copper piping and hot water re-circulating system and drew its potable water supply from a groundwater well system. Pinhole leaks began to appear in the hot water pipes after about one year of use, causing property damage. 

A fact-finding investigation by Metropolitan showed that the groundwater supply was very aggressive (calcium was in excess of 250 ppm), while the velocity in the copper piping was extremely high, at about six feet per second.  Metropolitan opined that the combination of these two factors was the cause of the corrosion. Claim closed.

Tank Corrosion Claim
Two underground storage tanks (one fuel oil and one gasoline storage tank) were removed from the property of the insured. They were rusted and had several small holes (the largest was about one-half inch in diameter). Metropolitan performed a fact-finding investigation that consisted of record review, tank inspection, soil testing, and plume delineation. Metropolitan found that the pollutants escaped through leaks caused by corrosion, and that this corrosion occurred gradually over an extended period of time. Accordingly, the insurer concluded that any coverage otherwise provided by the policy was excluded under the policy's pollution exclusion.

Based on the fact-finding effort of Metropolitan and upon review of the results by the insured’s expert, the insured withdrew the claim for property damages.

Metropolitan Engineering, Consulting & Forensics (MECF)
Providing Competent, Expert and Objective Investigative Engineering and Consulting Services
P.O. Box 520
Tenafly, NJ 07670-0520
Tel.: (973) 897-8162
Fax: (973) 810-0440
E-mail: metroforensics@gmail.com
Web pages: https://sites.google.com/site/metropolitanforensics/
https://sites.google.com/site/metropolitanenvironmental/
https://sites.google.com/site/metroforensics3/
We are happy to announce the launch of our twitter account. Please make sure to follow us at @MetropForensics or @metroforensics1
Metropolitan appreciates your business.
Feel free to recommend our services to your friends and colleagues.
 

Crystalline Silica: A Cancer-Causing Substance in the Workplace and at Home







Cancer-Causing Substances in the Workplace and Home -Crystalline Silica
What is crystalline silica?
Crystalline silica is a basic component of soil, sand, granite, and many other minerals.  It is used extensively in many industrial applications because of its unique physical and chemical properties.  Quartz is the most common form of crystalline silica.  Cristobalite and tridymite are two other forms of crystalline silica.  All three forms may become respirable size particles when workers chip, cut, drill, or grind objects that contain crystalline silica.  During the last few years, thousands of workers have been exposed to crystalline silica during hydraulic fracturing activities because several thousand tons of pure crystalline silica are injected into the subsurface at every single gas well to keep the shale fractures open.
Sand, the most common size fraction of natural crystalline silica, has many applications. For example, it may be used in foundry castings, Portland cement, abrasives and sandblasting materials, and hydraulic fracturing.  It may also be used as a raw material for the production of silicon and ferrosilicon metals, or as a filter for large volumes of water, i.e. in municipal water and sewage treatment plants.  When sand has more than 98% silica and low iron content it can be used for glass and ceramic production.  Flours are formed by the grinding or quartz, quartzite, sand and sandstone. Flours are very fine grades of crystalline silica and are used in the ceramic and pottery industry, in the manufacturing of chrysotile cement, as a filler in rubber and paints and as an abrasive in soaps and cleaners.



What are the hazards of crystalline silica?
Silica exposure remains a serious threat to more than 2 million U.S. workers, including more than 100,000 workers in high risk jobs such as abrasive blasting, hydraulic fracturing, foundry work, stonecutting, rock drilling, quarry work and tunneling.  The seriousness of the health hazards associated with silica exposure is demonstrated by the fatalities and disabling illnesses that continue to occur in sandblasters and rockdrillers.  Crystalline silica has been classified as a human lung carcinogen. Additionally, breathing crystalline silica dust can cause silicosis, which in severe cases can be disabling, or even fatal.  The respirable silica dust enters the lungs and causes the formation of scar tissue, thus reducing the lungs’ ability to take in oxygen.  There is no cure for silicosis.  Since silicosis affects lung function, it makes one more susceptible to lung infections like tuberculosis.  In addition, smoking causes lung damage and adds to the damage caused by breathing silica dust.
What are the symptoms of silicosis?
Silicosis is classified into three types:  chronic /classic, accelerated, and acute.
Chronic/classic silicosis, the most common, occurs after 15–20 years of moderate to low exposures to respirable crystalline silica.  Symptoms associated with chronic silicosis may or may not be obvious; therefore, workers need to have a chest x-ray to determine if there is lung damage.  As the disease progresses, the worker may experience shortness of breath upon exercising and have clinical signs of poor oxygen/carbon dioxide exchange.  In the later stages, the worker may experience fatigue, extreme shortness of breath, chest pain, or respiratory failure.
Accelerated silicosis can occur after 5–10 years of high exposures to respirable crystalline silica.  Symptoms include severe shortness of breath, weakness, and weight loss.  The onset of symptoms takes longer than in acute silicosis.
Acute silicosis occurs after a few months or as long as 2 years following exposures to extremely high concentrations of respirable crystalline silica.  Symptoms of acute silicosis include severe disabling shortness of breath, weakness, and weight loss, which often leads to death.



Where are construction workers exposed to crystalline silica?
Exposure occurs during many different construction activities.  The most severe exposures generally occur during abrasive blasting with sand to remove paint and rust from bridges, tanks, concrete structures, and other surfaces.  Other construction activities that may result in severe exposure include: jack hammering, rock/well drilling, hydraulic fracturing, frac sand mining and loading and unloading, concrete mixing, concrete drilling, brick and concrete block cutting and sawing, tuck pointing, tunneling operations.
Where are general industry employees exposed to crystalline silica dust?
The most severe exposures to crystalline silica result from abrasive blasting, which is done to clean and smooth irregularities from molds, jewelry, and foundry castings, finish tombstones, etch or frost glass, or remove paint, oils, rust, or dirt form objects needing to be repainted or treated.  Other exposures to silica dust occur in cement and brick manufacturing, asphalt pavement manufacturing, china and ceramic manufacturing and the tool and die, steel and foundry industries.  Crystalline silica is used in manufacturing, household abrasives, adhesives, paints, soaps, and glass.  Additionally, crystalline silica exposures occur in the maintenance, repair and replacement of refractory brick furnace linings.
In the maritime industry, shipyard employees are exposed to silica primarily in abrasive blasting operations to remove paint and clean and prepare steel hulls, bulkheads, decks, and tanks for paints and coatings.



How is OSHA addressing exposure to crystalline silica?
OSHA has an established Permissible Exposure Limit, or PEL, which is the maximum amount of crystalline silica to which workers may be exposed during an 8-hour work shift (29 CFR 1926.55, 1910.1000). OSHA also requires hazard communication training for workers exposed to crystalline silica, and requires a respirator protection program until engineering controls are implemented.  Additionally, OSHA has a National Emphasis Program (NEP) for Crystalline Silica exposure to identify, reduce, and eliminate health hazards associated with occupational exposures.
What can employers/employees do to protect against exposures to crystalline silica?
Replace crystalline silica materials with safer substitutes, whenever possible.
Provide engineering or administrative controls, where feasible, such as local exhaust ventilation, and blasting cabinets.  Where necessary to reduce exposures below the PEL, use protective equipment or other protective measures.
Use all available work practices to control dust exposures, such as water sprays.
Wear only a N95 NIOSH certified respirator, if respirator protection is required.  Do not alter the respirator. Do not wear a tight-fitting respirator with a beard or mustache that prevents a good seal between the respirator and the face.
Wear only a Type CE abrasive-blast supplied-air respirator for abrasive blasting.
Wear disposable or washable work clothes and shower if facilities are available. Vacuum the dust from your clothes or change into clean clothing before leaving the work site.
Participate in training, exposure monitoring, and health screening and surveillance programs to monitor any adverse health effects caused by crystalline silica exposures.
Be aware of the operations and job tasks creating crystalline silica exposures in your workplace environment and know how to protect yourself.
Be aware of the health hazards related to exposures to crystalline silica.  Smoking adds to the lung damage caused by silica exposures.
Do not eat, drink, smoke, or apply cosmetics in areas where crystalline silica dust is present.  Wash your hands and face outside of dusty areas before performing any of these activities.
Remember: If it’s silica, it’s not just dust.



How can I get more information on safety and health?
OSHA has various publications, standards, technical assistance, and compliance tools to help you, and offers extensive assistance through workplace consultation, voluntary protection programs, strategic partnerships, alliances, state plans, grants, training, and education.  OSHA’s Safety and Health Program Management Guidelines (Federal Register 54:3904-3916, January 26, 1989) detail elements critical to the development of a successful safety and health management system. This and other information are available on OSHA’s website.
For one free copy of OSHA publications, send a self-addressed mailing label to OSHA Publications Office, 200 Constitution Avenue N.W., N-3101, Washington, DC 20210; or send a request to our fax at (202) 693–2498, or call us toll-free at (800) 321–OSHA.
To order OSHA publications online at www.osha.gov, go to Publications and follow the instructions for ordering.
To file a complaint by phone, report an emergency, or get OSHA advice, assistance, or products, contact your nearest OSHA office under the U.S. Department of Labor listing in your phone book, or call toll-free at (800) 321OSHA (6742). The teletypewriter (TTY) number is (877) 889–5627.
To file a complaint online or obtain more information on OSHA federal and state programs, visit OSHA’s website.
This is one in a series of informational fact sheets highlighting OSHA programs, policies, or standards. It does not impose any new compliance requirements. For a comprehensive list of compliance requirements of OSHA standards or regulations, refer to Title 29 of the Code of Federal Regulations. This information will be made available to sensory-impaired individuals upon request. The voice phone is (202) 693–1999. See also OSHA’s website at www.osha.gov.