PUBLIC HEALTH ASSESSMENT
FAIRFIELD COAL GASIFICATION PLANT
FAIRFIELD, JEFFERSON COUNTY, IOWA
ENVIRONMENTAL CONTAMINATION AND OTHER HAZARDS
The tables in this section list the contaminants selected for further evaluation. These contaminants are evaluated in subsequent sections of the public health assessment to determine if exposures are of public health significance. The following criteria are used for selecting contaminants:
In the following sections, On-Site Contamination and Off-Site Contamination, the listing of a contaminant does not mean that it will cause adverse health effects. Instead, the list indicates contaminants that were further evaluated for plausible health impact.
The data tables include the following acronyms:
EMEG | = | Environmental Media Evaluation Guide (ATSDR) |
CREG | = | Cancer Risk Evaluation Guide (ATSDR) |
RMEG | = | Reference Dose Media Evaluation Guide (ATSDR) |
LTHA | = | Long Term Health Advisory (EPA) |
MCLG | = | Maximum Contaminant Level Goal (EPA) |
MCL | = | Maximum Contaminant Level (EPA) |
ppm | = | parts per million for soil and sediment samples (equivalent to milligram per kilogram, mg/kg) |
ppb | = | parts per billion for water samples (equivalent to microgram per liter, µg/L) |
Comparison values (CVs) are contaminant concentrations in specific media that are used to select contaminants for further evaluation. EMEGs are media-specific values derived from ATSDR's Minimal Risk Levels (MRLs). RMEGs are derived from EPA's Reference Doses (RfDs). CREGs are media-specific values derived from EPA's Cancer Slope Factors to serve as an aid in selecting contaminants for follow-up that are potential carcinogens. Cancer Slope Factors provide an indication of the relative carcinogenic potency of a particular chemical.
MCLGs include safety factors and represent levels of contaminants at which no known or anticipated adverse health effects should occur upon exposure. Maximum Contaminant Levels (MCLs) are contaminant concentrations set for public drinking water supplies that EPA or the Iowa Department of Natural Resources (IDNR) deem protective of public health (considering the availability and economics of water treatment technology) over a lifetime (70 years) at an exposure rate of 2 liters of water per day. While MCLs are regulatory concentrations, EMEGs, CREGs, RMEGs, and MCLGs are not.
Tables in this section list selected contaminants at the Fairfield Coal Gasification site. Exposure to these contaminants is evaluated in subsequent sections of this document.
INTRODUCTION
Samples of environmental media were collected and analyzed during the Preliminary Investigation, the Expanded Site Investigation, and during the RI/FS conducted from July 1986-January 1990. Samples were collected from waste material, subsurface soil, sediment, surface water, and groundwater. On-site and off-site sampling locations are shown in Figures 4A and 4B of the Appendices. Groundwater flow directions and groundwater elevations are shown on Figure 3A.
Groundwater beneath the site is contained in a localized perched water system which is overlain by fill material (3 to 5 feet deep) in an unconfined drift aquifer composed of sand lenses within the glacial till. Beneath the surficial water table are three deep aquifers: Mississippian aquifer at depths of 180 to 480 feet; Devonian aquifer at depths of 780 to 1,000 feet; and the Cambrian-Ordovician aquifer (Jordan Aquifer) at depths of 1,300 to 2,100 feet. These deep aquifers are separated by limestone and dolomite aquicludes. The RI/FS reported that groundwater flow at the site is generally south-southeast and south-southwest (Figure 3A). Groundwater data in the RI/FS indicate that contaminants have leached or migrated from the gas holder pit, the former tar separator tank, and the relief gas holder tank. As a result, the on-site perched water system and in the on-site and off-site drift glacial aquifer have been contaminated (Figures 5A-5C).21,22
Precipitation filtrating through the waste material and soil has dissolved contaminants from the coal-tar and formed a leachate that has migrated into the groundwater. These contaminants have leached from the coal-tar and contaminated the soil located below the groundwater table. VOCs have leached into the groundwater at a greater rate than PAHs. VOC concentration in the groundwater is much higher than PAHs (Table II). This variation in concentration is possibly caused by the higher water solubility of VOCs in groundwater and the greater affinity of PAHs to absorb to coal-tar and organic matter in soil. A downward vertical gradient is present between monitoring wells FI-3 and FI-3D, indicating that the site overlies a groundwater recharge area for the glacial till aquifer. Migration of contaminants to the upper bedrock is minimal. The single groundwater sample and single soil sample from monitoring well FI-3D (a depth of 75 feet) contained only trace concentrations of PAHs.
Tables I and II list on-site contaminants found in subsurface soil and groundwater at levels above comparison values. Tables III and IV list off-site contaminants found in subsurface soil and groundwater at levels above comparison values.
On-site samples were collected from waste material, subsurface soil, sediment, and groundwater.
Subsurface and Surface Soils
Table I lists contaminanted subsurface soils found during EPA sampling events. Soil borings, representing subsurface soils from 0 to12.5 feet deep and below 12.5 feet were collected and analyzed during the RI/FS. Subsurface soil samples were analyzed for total metals, cyanide, VOCs (of which benzene, ethylbenzene, toluene, and xylene are collectively referred to as BETX), base-neutral-acids (BNAs), and PAHs. Soil boring locations are shown in Figure 4A.
Maximum concentrations of carcinogenic and noncarcinogenic PAHs in subsurface soils were found in boring B-21 and B-22, located near the relief gas holder tank. Subsurface soil collected at a depth of 22 to 24 feet from boring B-21, contained 1,800 mg/kg benzene and 58.6 mg/kg carcinogenic PAHs. Soil collected at 4.5 to 5.5 feet from boring B-22 contained 40.9 mg/kg carcinogenic PAHs. Subsurface soil collected at depths of 35.5 to 36.5 feet from boring FI-8, located on the northern edge of the relief gas holder tank, contained trace concentrations of 0.119 mg/kg carcinogenic PAHs and 0.069 mg/kg toluene. A subsurface soil sample from boring B-29, collected at 26 to 27 feet, contained 6.6 mg/kg benzene, 27 mg/kg ethylbenzene, 170 mg/kg toluene, and 210 mg/kg xylene.
A surface soil sample collected next to the east side of the gas holder pit during the 1987 Expanded Site Investigation contained higher levels than the soil comparison values for carcinogenic and noncarcinogenic PAHs and arsenic. During additional surface soil sampling in 1992, a sample was collected next to the southeast end of the operations building which contained 11.2 mg/kg arsenic, 4.5 mg/kg beryllium, and 4,910 mg/kg manganese.18 The soil comparison values for arsenic, beryllium, and manganese are 20 EMEG, 0.2 CREG, and 300 RMEG, respectively.
EPA's surface soil sampling is conducted from 0 - 6 inches in depth. ATSDR uses 0 - 3 inches to define surface soils because we feel that people are more likely to come into contact with 0 -3 inches of soil rather than to a depth of 6 inches.
On-Site Subsurface Soil (mg/kg)
Contaminant | Concentration | Location | Comparison Value |
Arsenic | 18 | B-23 | 0.4 CREG |
Beryllium | 3 | B-25 | 0.2 CREG |
Manganese | 1,500 | B-20 | 300 RMEG |
Benzene |
1,800 |
B-21 |
20 CREG |
Benz(a)anthracene |
1.9 |
FI-7 |
nc |
Benzo(a)pyrene | 6.1J | B-22 | 0.1 CREG |
Benzo(b)fluoranthene | 13J | B-22 | nc |
Benzo(g,h,i)perylene | 3.3J | B-22 | none |
Benzo(k)fluoranthene | 16J | B-21 | nc |
Chrysene | 40J | B-21 | nc |
Dibenz(a,h)anthracene | 0.76J | B-26 | nc |
Indeno(1,2,3-cd)pyrene | 2.9J | B-22 | nc |
Naphthalene | 250J | B-21 | none |
Phenanthrene | 37J | B-22 | none |
Groundwater
On-site groundwater samples were collected during the RI/FS from nine permanent monitoring wells, two temporary monitoring wells, two extraction wells, and one private well (FI-3). Samples were taken from monitoring wells at depths ranging from 9 to 49 feet and from the extraction wells at depths ranging from 20 to 40 feet. Monitoring well water samples were analyzed for total metals, cyanide, pesticides, polychlorinated biphenyls (PCBs), BETX and other VOCs, BNAs, and PAHs. Water samples from extraction wells EX-1 and EX-2 were analyzed for total metals, VOCs, and BNAs. Residential well (FI-3) was analyzed for total metals, BETX, and PAHs. Table II lists on-site groundwater contaminants found above comparison values and also lists those contaminants for which no comparison values are available.
Contaminants | Concentration | Location | Comparison Value |
Arsenic | 77 | B-24 | 0.02 CREG |
Barium | 2,000 | B-24 | 700 RMEG |
Cadmium | 5.6 | B-24 | 5 RMEG |
Lead | 450 | B-24 | 15 MCL |
Mercury | 4.7 | B-24 | 2 LTHA |
Nickel | 200 | B-24 | 100 LTHA |
Vanadium | 230 | B-24 | 20 LTHA |
Cyanide | 910 | B-24 | 200 RMEG |
Benzene |
74,000 |
FI-9 |
1 CREG |
Ethylbenzene | 1,300J | FI-9 | 1,000 RMEG |
Toluene | 24,000 | FI-9 | 2,000 RMEG |
Styrene | 1,700J | FI-9 | 100 LTHA | 2,4-dimethylphenol |
4,100 |
FI-3 |
200 RMEG |
Phenol | 6,300 | FI-3 | 6,000 RMEG |
Benzo(a)anthracene |
36J |
FI-3 |
nc |
Benzo(a)pyrene | 23 | FI-3 | 0.005 CREG |
Benzo(b)fluoranthene | 18J | FI-9 | nc |
Benzo(k)fluoranthene | 18J | FI-9 | nc |
Benzo(g,h,i)perylene | 9J | FI-3 | none |
Chrysene | 36J | FI-3 | nc |
Dibenzo(a,h)anthracene | 2.9J | FI-3 | nc |
Indeno(1,2,3-cd)pyrene | 7.0J | FI-3 | nc |
Naphthalene | 4,500 | FI-9 | 20 LTHA |
Phenanthrene | 320J | FI-3 | none |
The maximum concentration of metals in on-site groundwater was found in temporary monitoring well B-24 at a depth of 9 feet. The maximum concentrations of VOCs, PAHs, and phenolic compounds were found in monitoring wells FI-3 and FI-9 at a depth of approximately 40 feet. A groundwater sample from monitoring well FI-3D, collected at a depth of 78 feet (which is the top of the upper bedrock), contained 0.07 µg/L noncarcinogenic PAHs. Monitoring well FI-2, screened at 70 feet, contained 320 µg/L benzene and 0.9 µg/L noncarcinogenic PAHs.
Air Emissions and Air Monitoring
On March 31, 1993, ATSDR attended a meeting at the request of EPA Region VII concerning soil remedial activities and air monitoring plans at the site. The meeting was held at Region VII Headquarters in Kansas City, Kansas. Representatives from EPA, IE, and the contractor (Black and Veatch) working on the site clean-up were in attendance. ATSDR's recommendations included: obtain monitoring data for air emissions around the site perimeter; use sampling/monitoring equipment capable of reliably and accurately detecting benzene at concentrations as low as 1 ppb; and provide the monitoring data to ATSDR as early as possible for determination of possible health risk to the sorrounding residential population (Appendix B).
Eight air monitoring events were conducted during the removal of the relief gas holder tank (May through November 6, 1993). The initial event established background levels for the components being monitored. Subsequent sampling events were conducted during worst-case scenarios over 24-hour sampling periods. The first five air sampling events were conducted upwind and downwind for particulates (less than 10 microns), PAHs, and VOCs. Sampling events 6 through 8 were conducted for VOCs only.
Excavation of the source material and contaminated soil started in June 1993 with the removal of the relief gas holder tank. The excavation activities generated significant off-site odor emissions. Nearby residents complained of odors, reported health effects, and requested a public meeting with EPA to address these issues.
Air monitoring for VOCs was conducted during on-site remedial activities on July 21 and 22, 1993. Some of the chemicals believed present in the air included benzene, toluene, xylene, cresols, phenols, and PAHs. The downwind monitoring station was located immediately west of the relief gas holder tank, within the fence. The highest concentration of benzene (110 ppb) was obtained from this monitoring station. This level is below the Occupational Safety and Health Administration's (OSHA's) permissible exposure limit (PEL) of 1,000 ppb for benzene. OSHA PELs are time-weighted average (TWA) concentrations that must not be exceeded during any 8-hour work shift in a 40-hour work week. TWAs are established to be protective of healthy adult workers in occupational exposure settings. To allow for variations in sensitivity to any toxic effects of benzene among a more heterogenous population, a 24-hour per day exposure was extrapolated by ATSDR, and results were presented in a health consultation issued on July 9, 1993 (Appendix B). ATSDR recommended that the 24-hour average benzene concentrations in air not exceed 24 ppb, and that the benzene air concentration at no time should exceed 1 ppm. Those levels were exceeded in sampling rounds 2 and 4, but the levels were not exceeded in subsequent sampling events (those conducted after release of the health consultation).
Toluene was also present at a 24-hour concentration of 130 ppm, which is below the 300 ppm determined by ATSDR to be protective of human health for continuous exposures up to 14 days. Styrene was measured at a concentration of 140 ppm, which is approximately 0.6 milligrams per cubic meter (mg/m3). This level is below EPA's inhalation reference dose concentration of 1 mg/m3 of air. Air measurements for all other organic compounds (at the downwind monitoring station) and all other organic compounds sampled at the other two monitoring stations were below any regulatory standards or health-based guidelines. A total of 18 PAHs were analyzed during air monitoring conducted in May and June 1993. Only seven non-carcinogenic PAHs in the air were detected. ATSDR considered the levels non-threatening to human health (Appendix B). Excavation activities continued until November 1993 at which time the construction contractors demobilized for the 1993 winter season.
Remedial actions for the soils operable unit were completed in May 1995. IE furnishes EPA with monthly status reports. The February 1996 status report indicated that soil removed from the site is currently stored in facilities located in Iowa Falls and Marshalltown, Iowa, awaiting treatment. On February 12, 1996, IE received EPA's response outlining the proposal for disposal of nonhazardous contaminated soil at Heartland Cement in Independence, Kansas. Copies of the monthly status reports are located in the Fairfield Public Library.
Subsurface Soil, Surface Soil, and Sediment
Table III lists contaminants in subsurface soils found during EPA sampling events. Soil borings, representing subsurface soils from 0 to12.5 feet deep and below 12.5 feet were collected and analyzed during the RI/FS. Subsurface soil samples were analyzed for total metals, cyanide, VOCs, including BETX, BNAs, and PAHs. Soil boring locations are shown in Figure 4A.
Maximum concentrations of carcinogenic PAHs, benzene, ethylbenzene, toluene, and xylene were found in samples from soil borings B-29 and B-31 collected at depths ranging from 3 to 4 feet and 26 to 27 feet, respectively. Bore holes B-29 and B-31 are near the former drainage ditch.
Surface soil samples collected near the CRI&P railroad tracks across Burlington Avenue (north of the site) during the 1987 Expanded Site Investigation contained carcinogenic and noncarcinogenic PAHs.
A surface soil sample collected near the corner of 7th street and Washington Avenue during the
Expanded Site Investigation contained 94 mg/kg arsenic, 12,000 mg/kg barium, and 3,800 mg/kg
lead. Soil comparison values for arsenic and barium are 20 mg/kg EMEG and 4,000 mg/kg
RMEG, respectively. No soil comparison value for lead is available. However, surface soil
concentrations exceeding 500 to 1,000 mg/kg are undesirable for residential areas.10 Additional
surface soil sampling activities taken close to the previous sample (conducted by IE in April and
June of 1992) contained 5.6 mg/kg arsenic, 0.79 mg/kg beryllium, and 467 mg/kg manganese.18
Contaminants | Concentration | Location | Comparison Value |
Arsenic | 21 | B-34 | 20 EMEG |
Beryllium | 1.3 | B-29 | 0.2 CREG |
Manganese | 910 | B-34 | 300 RMEG |
Benzene |
66 |
B-29 |
20 CREG |
Benzo(a)anthracene |
8.7 |
B-31 |
nc |
Benzo(a)pyrene | 14 | B-31 | 0.1 CREG |
Benzo(b)fluoranthene | 2.9J | B-29 | nc |
Benzo(g,h,i)perylene | 3 | B-31 | none |
Benzo(k)fluoranthene | 13 | B-31 | nc |
Chrysene | 7.7J | B-29 | nc |
Dibenzo(a,h)anthracene | 0.95J | B-29 | nc |
Indeno(1,2,3-cd)pyrene | 5.2 | B-31 | nc |
Naphthalene | 110J | B-29 | none |
Phenanthrene | 36J | B-31 | none |
Sediment samples were collected near the former drainage ditch in 1987 during the Expanded Site Investigation. The concentration of carcinogenic and noncarcinogenic PAHs in off-site sediment samples at SL1 and SL2 (along the drainage ditch) were found above comparison values. The sample was collected prior to installation of a culvert and soil covering.
Groundwater
Groundwater samples were collected from seven off-site monitoring wells and 44 off-site residential wells. The monitoring well samples were collected at depths ranging from 28 to 70 feet. Four monitoring well water samples were analyzed for metals, BETX, VOCs, BNAs, and PAHs. Two monitoring well water samples were analyzed for metals, BETX, and PAHs. One monitoring well water sample was analyzed for metals, PAHs, and VOCs. Forty residential well samples were analyzed for total coliform, BETX, nitrates, and PAHs. Three residential well samples were analyzed for BETX and PAHs. One residential well sample was analyzed for metals, BETX, and PAHs. Contaminants that exceeded comparison values are listed in Table IV.
During the Preliminary Site Investigation, Expanded Site Investigation, and RI/FS, 44 off-site private wells were analyzed for selected PAHs. The maximum levels of carcinogenic PAHs were found in water from residential well PW-38. Well depth information is not available for PW-38, but the well is considered to be shallow (not more than 40 feet deep). A groundwater sample collected in July 1985 from PW-38 contained 200 µg/L chrysene. Another sample collected in September 1985 from PW-38 contained 0.6 µg/L benzo(a)pyrene. In 1989, PW-38 was resampled, and an estimated 0.22 µg/L benzo(g,h,i) perylene was detected in the water. The well is believed to be cross-gradient of the site and is not used for domestic purposes.
The maximum concentrations of benzene, lead, and manganese in private well water samples were 38.0 µg/L, 41 µg/L, and 660 µg/L, respectively. These concentrations were found in residential well FI-A. Well FI-A was screened at a depth of 25.3 feet and is located on the southeast corner of Washington Avenue and 7th street.
An off-site groundwater sample collected in June 1985, (during the Preliminary Assessment and Expanded Site Investigation) from a Fairfield Water Works municipal well (depth 2,155 feet) contained 1.4 µg/L xylene and 0.036 µg/L chrysene. Neither xylene nor chrysene were present above comparison values. The municipal well is located more than a mile from the site and is believed to be up-gradient.
Surface water
The off-site drainage ditch was sampled during the Preliminary Assessment prior to filling the ditch.
The surface water sample contained 16.3 µg/L carcinogenic PAHs and 1.3 µg/L xylene. No surface
water samples were collected during the RI/FS from the storm sewer, catch basin, or stream.
Off-Site Groundwater (µg/L)
Contaminant | Concentration | Location | Comparison Value |
Lead | 41 | FI-A | 15 MCL |
Manganese | 660 | FI-A | 50 RMEG |
Benzo(a)pyrene |
0.6 |
PW-38 |
0.005 CREG |
Benzo(g,h,i)perylene | 0.22J | PW-38 | none |
Chrysene | 200 | PW-38 | nc |
Benzene |
38 |
FI-A |
1 CREG |
C. Toxic Chemical Release Inventory Information
To identify facilities that could contribute to the soil, surface water, and groundwater contamination near the site, IDPH searched the Toxic Chemical Release Inventory (TRI) Data Base for the period 1988-1992. EPA developed TRI to provide information about chemical releases to air, water, or soil as provided by certain industries stipulated by Federal Regulations. TRI did not contain information about releases in the Fairfield and Jefferson County areas that could be influencing the site area.
D. Quality Assurance and Quality Control (QA/QC)
RI/FS data and the case narrative state that chemical analyses of the environmental samples were validated in accordance with the EPA Contract Laboratory Program and the consultant's quality assurance guidelines. In preparing this public health assessment, IDPH relied on the information provided in the referenced documents and assumed that adequate QA/QC measures were followed with regard to chain-of-custody, laboratory procedures, and data reporting. The validity of the analyses and conclusions drawn for this public health assessment are determined by the availability and reliability of the referenced information.
In December 1993, site access was completely restricted. Although excavation activities left open
pits, no one, except remediation workers, can access the site.
PATHWAYS ANALYSES
A. Completed Exposure Pathways
The pathways analyses section is where health assessment personnel evaluate environmental and human components to determine whether people have been exposed to contaminants from the site in the past, present, or will be in the future. A completed exposure pathway consists of the following elements: a source of contamination, transportation of the contaminant through an environmental medium, a point of exposure, a route of human exposure, and an exposed population.
In a potential exposure pathway at least one element is missing, although risk from exposure may still exist. Potential pathways indicate that exposure from a contaminant may have occurred in the past, may be occurring, or may occur in the future. An eliminated pathway means that data and information from the site indicate that human exposure to site-related contaminants will not occur because an exposure pathway element is missing and will likely never exist. The discussion that follows identifies the completed, potential, and eliminated pathways at this site. Past completed exposure pathways are summarized in Table V.
PATHWAY NAME |
TIME/ STATUS | ||||
MEDIA | POINT OF EXPOSURE |
ROUTE OF EXPOSURE |
PEOPLE EXPOSED |
||
Site |
Groundwater |
Tap |
Ingestion, Inhalation, Skin Contact |
Private Well Owners |
Past/ Completed |
Air |
Air |
On-site and Immediate Surrounding Areas |
Inhalation |
Area Residents |
Past/ Completed |
Groundwater
In the past, one downgradient off-site residential well (FI-A) used for domestic purposes, pumped groundwater from the glacial till aquifer and contained contaminants found at the site (Table IV). The well was found to be contaminated with benzene (38 µg/L), lead (41 µg/L), and manganese (660 µg/L). Although this well is no longer in use, people who used the well, about 3-4 people, were exposed to contaminants in the past through ingestion, inhalation of volatiles, and skin contact. The home is now connected to the municipal water supply system.
Air
People were exposed to contaminants released into the air during remedial activities conducted in 1993. Exposure stopped or was substantially diminished when a containment structure was erected over the excavation area. The total number of people exposed is not known, but we estimate the number exposed is less than 500 people.
B. Potential Exposure Pathways
Source Areas and Surrounding Soils
In the past, on-site workers, and perhaps area residents, may have ingested, inhaled, or contacted contaminants found in soils. Prior to and at closure of the Fairfield Coal Gasification plant in 1950, coal-tar was disposed on site in the gas holder pit. The relief gas holder tank and former tar separator tank containing coal-tar were backfilled with fill material and crushed stone. Reportedly, excess coal-tar was disposed on site in the former drainage ditch south of the site. Also, contaminants migrated from the source areas into the surrounding soils. Site workers and residents in the immediate vicinity may have been exposed to the contaminants through direct skin contact, incidental ingestion of dust and waste materials, and from inhaling contaminants in dust particles. The total number of people possibly exposed is not known but is estimated to be less than 1,000. Removal of the source area material and on-site soils has eliminated the possibility of future exposures, such as those that occurred during excavation activities.
Groundwater
Future exposures could occur if a new well is installed into a plume of goundwater contamination, or if a plume of contamination migrates into an existing well used for domestic purposes. Populations at risk of future exposure to contaminants are residents living near the site that use well water for their drinking water or other purposes.
In this section, health effects in people exposed to specific contaminants are discussed, state and local databases are evaluated, and specific community health concerns are addressed. Chemicals released into the environment do not always result in human exposure. Human exposure to a chemical contaminant can only occur if people come in contact with the contaminant either by ingestion (eating or drinking a substance containing the chemical), inhalation (breathing air containing the chemical), or by dermal absorption (skin contact with a substance containing the chemical).
To understand the type and severity of health effects that may be caused from exposure to a specific chemical contaminant, several factors related to the interaction of the chemical with the individual must be considered. Such factors include the amount or chemical dose to which a person is exposed, the frequency and duration of exposure, the route the chemical enters the body (ingestion, inhalation or dermal absorption), and the multiplicity (combination of chemicals) of exposure.
Health effects are also related to such characteristics as age, sex, nutritional and health status, life style, and family traits. All of these factors influence how a specific chemical is absorbed (taken up by the body); metabolized (broken down by the body); and excreted (eliminated from the body).
In determining possible health effects produced by specific chemicals, ATSDR considers physical and biological factors as well as a variety of other information, such as scientific literature, research reports, and reports from other federal agencies.
To evaluate health effects, ATSDR has developed Minimal Risk Levels (MRLs) for contaminants commonly found at hazardous waste sites. The MRL is an estimate of daily human exposure to a contaminant below which noncancerous, adverse health effects are unlikely to occur. MRLs are developed for each exposure route and length of exposure: acute (less than 14 days), intermediate (15 to 364 days), and chronic (greater than 365 days). ATSDR discusses these MRLs in chemical-specific Toxicological Profiles. The chemical-specific profiles provide information on health effects, environmental transport, human exposure, and regulatory status. EPA has developed a Reference Dose (RfD) that also estimates a daily exposure to a contaminant that may result in noncancerous, adverse health effects. The Toxicological Profiles and other references used in the preparation of this Public Health Assessment are listed in the Reference section of this document.
In this subsection, potential health effects are presented that could occur in people exposed to site contaminants. A person must come into contact with contaminants in order for the chemicals to cause illness. Completed exposure pathways and potential exposure pathways have been identified. In the past, people were exposed to contaminants in their well water. In 1993, people were also exposed to contaminants released in the air during site remedial activities.
The public health implications of the completed exposure pathways regarding airborne contaminants through inhalation and incidental ingestion during soil excavation at the site were evaluated in Health Consultations provided by ATSDR on July 9, 1993, August 17, 1993, and October 26, 1993 (Appendix B). These exposures were abated by the installation of the containment structure. Contaminated soils excavated at the site have also been transported to another off-site location for treatment and further disposal. Public health implications regarding the completed exposure pathway of contaminated groundwater are discussed below.
Groundwater
Benzene
Benzene was detected in a private well at a maximum level of 38 µg/L. People who used the well water were exposed to benzene through ingestion, inhalation of volatilized benzene, and direct skin contact. Currently, the private well is no longer used for domestic purposes. The duration of exposure is not known and the exposed individuals have not complained of any adverse health effects.
ATSDR has developed an acute MRL for exposure to benzene through inhalation.2 No MRLs have been developed to help evaluate benzene exposure through ingestion, nor are there any guidelines to evaluate exposure through skin contact.2 Based on the level of benzene detected in the well water, acute ill-effects are not expected to occur from exposures through ingestion, inhalation or dermal contact. However, long-term exposure to the maximum levels of benzene found in private well water may result in a slight increase of cancer risk when multiple routes of exposure (inhalation, ingestion, skin contact) are considered.2
Most data for long-term benzene exposure are from studies of workers employed by industries using benzene. Occupational exposures occur mainly through inhalation and dermal contact. Benzene, through its metabolites, affects the bone marrow. Antecedent lesions lead to leukocytopenia (reduction in the number of white blood cells) and thrombocytopenia (decrease in the number of blood platelets). These conditions serve as diagnostic indicators for hematologic screening tests when benzene exposures are suspected.19
People who breathe benzene over a long period of time may experience harmful effects in tissues that form blood cells, especially in the bone marrow. Anemia or excessive bleeding can result if damage is severe.2 Exposure to benzene can be harmful to the immune system, may cause damage to reproductive organs, and may affect the fetus of pregnant women. Leukemia is a type of blood disorder associated with benzene exposure.2 However, adverse health effects that might occur in humans following long-term exposure to low levels of benzene found in food or water are not known.2
Several factors may predispose an individual's sensitivity to benzene. Individuals who have nutritionally poor diets, compromised immune systems, and genetic disorders are more sensitive to adverse health effects. Fetuses are at risk since benzene can cross the placenta. Also, drug and alcohol consumption contribute to an individual's sensitivity to benzene.2
Lead
Lead was detected in a private well at 41 µg/L. People who used the well water were exposed by ingesting the lead in the groundwater. Inhalation and skin contact with lead in groundwater at this level are not considered significant routes of exposure.
ATSDR has no MRLs for lead, and EPA has no RfDs for lead at the present time. Recent lead exposure is measured through blood tests in units of micrograms of lead/deciliters of blood (µg/dL). No studies are available to indicate conclusively how much lead must be present in an environmental medium on exposure before increased lead levels in blood can be expected.10 The extent of past exposures is difficult to assess because blood lead information is not available for people who were exposed to lead in their well water. Extensive studies of various health end points resulting from lead exposures do not depend specifically on a water and blood lead relationship. Lead in drinking water is probably absorbed more completely than lead in food. Adults absorb 5 to 15% of ingested lead and usually retain 5% of what is absorbed. On the average, the absorption rate for children may be greater than 41%, with 31.8% net retention in infants.19 Once absorbed into the body, excretion of lead is relatively less for children than adults. The net retention of lead is about 30 times greater in children than in adults.27 Hence, ingestion of lead in water may contribute to some increase in blood lead levels.
Young children and fetuses are especially sensitive to the toxic properties of lead. Factors accounting for this susceptibility include: the immaturity of the blood-brain barrier which allows the entry of lead into the immature nervous system; enhanced gastrointestinal absorption of lead which is also affected by the nutritional status of the child; low body weight; and the easy transfer of lead across the placenta to the developing fetus.10
Exposure to women during pregnancy results in uptake by the fetus. For infants and young children, lead exposure can cause a decrease in intelligence quotient (IQ) scores, slow growth, and may cause hearing problems. These effects can persist as children get older and can interfere with successful performance in school.10 A prospective study of newborns in Boston not only supports concern for blood lead levels in the 10 to 15 µg/dL range, but suggests that deficits in mental development may occur at even lower blood lead levels (6 to 7 µg/dL).18
Some people with lead poisoning may not be overly symptomatic. Because of the differences in individual susceptibility, symptoms of lead intoxication and their onset may vary. With increasing exposure, the severity of symptoms can be expected to increase. Mild toxicity may result in muscle pain and irritability. Moderate toxicity may result in bone pain, general fatigue, difficulty concentrating, headache, diffuse abdominal pain, and weight loss. Severe lead toxicity may result in encephalopathy which may lead to seizures. A purplish line on the gums, known as a lead line, is rarely seen today, but if present, usually indicates severe and prolonged lead poisoning.10
Manganese
Manganese has been detected in on-site and off-site subsurface soils at maximum levels of 1,500 mg/kg and 910 mg/kg, respectively. However, since the levels of manganese are contained in subsurface soils, direct exposure is unlikely to occur, except during excavation activities at the site.
Manganese was also detected in one private well at 660 µg/L. This private well is no longer used for domestic purposes. People who previously used this well were exposed to relatively low levels of manganese in the water through ingestion. Inhalation and skin contact at this level of manganese are not considered significant routes of exposure.
Manganese is a natural element in the environment. It is found in most food and water. It is also a normal component of living things, including plants and animals. Ingestion of manganese in moderate excess of the normal dietary level of 3 to 7 mg/day (3,000 to 7,000 µ;g/day) is not considered harmful to humans.11 Because manganese is normally found in the human body, the body normally controls the amount that is taken up and kept. If large amounts are ingested, the body only absorbs what is needed, and the excess is removed in the feces.11
The estimated dose for a person exposed to 660 µg/L of manganese is less than the level associated with adverse health effects. Animal data suggest that the potential for carcinogenic effects in humans upon exposure to manganese is relatively small.11
Noncarcinogenic PAHs
Total noncarcinogenic PAHs were found in two private wells at 0.81 µg/L. Those wells are used to irrigate vegetable gardens, but they are not used for drinking. The levels in the well water are far below any levels associated with adverse health effects.15
Carcinogenic PAHs
Total carcinogenic PAHs were found in two private wells at an estimated maximum of 0.22 µg/L. Those wells are used to irrigate vegetable gardens and are not used for drinking. Although studies have indicated that fruits and vegetables may take up some PAHs, low levels are not expected to result in any increased cancer risk from ingestion of these food items.5,15
B. Health Outcome Data Evaluation
Review of data from the Iowa Cancer Registry from 1973 through 1992 (on all cancer tissue sites) indicates no significant increases in any of the cancer tissue sites reviewed for residents of Fairfield (age groups 0 to 4 years and 85+), when compared to Jefferson County and the state. This review was conducted prior to the start of this Public Health Assessment to determine the potential public health impact of site contaminants.
C. Community Health Concerns Evaluation
The following discussion is in response to public health concerns posed during the November 1993 and December 1993 EPA/ATSDR/IDPH public meetings held in Fairfield, Iowa:
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The address for ATSDR's Division of Toxicology is:
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EPA will decide what modifications need to be made in light of the community concerns expressed during excavation at the site in 1993. ATSDR and IDPH are available to review any modifications EPA may consider to determine if those plans are protective of public health.
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