Water Quality Changes in an Acid Mine Drainage
Stream Over a 25-Year Period

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Jason Stewart 1
Marshall Miller & Associates
P.O. Box 848
Bluefield, VA 24605, USA
Jeff Skousen
1106 Agricultural Sciences
West Virginia University
Morgantown, WV 26506-6108
Tel.: 304-293-6256 - Fax: 304-293-2960

1Jason Stewart was a graduate research assistant at the time of the research, and Jeff Skousen is Professor of Soil Science, Division of Plant and Soil Sciences, West Virginia University, Morgantown, WV26506-6108, USA.

Keywords: Clean Water Act (CWA), coal mining, Deckers Creek, fecal coliforms, land reclamation, Surface Mining Control and Reclamation Act (SMCRA), water pollution, watershed


Abstract

    The Deckers Creek watershed in northern West Virginia, containing a land area of 166 km2 (63 mi2) has a long history of industrial development and its attendant environmental abuses from both land and water pollution practices. The passage of laws regulating discharges into the waters of the United States, enacted during the 1970s, has had a measureable impact on streams and rivers water quality, and is demonstrated in Deckers Creek. The water in Deckers Creek was sampled in 1974 and re-sampled in 1999 to determine water quality changes over this 25-year period. Twenty-nine sampling points were located along the main stem of the creek and water samples were analyzed for pH, acidity, alkalinity, iron, and calcium at both times. Aluminum, manganese and fecal coliform (FC) densities were measured only in 1999. Water at all sampling points showed lower acidity and metal contents in 1999 compared to 1974. Water pH increased at the mouth from 4.8 in 1974 to 6.3 in 1999. Acidity was reduced an average of 62% across all sites and iron concentrations were decreased 53%. However, one major untreated point source of water from an abandoned underground mining complex continues to degrade the quality of the creek in its lower stretches. In the upper stretches, the water quality in Deckers Creek has improved due to decreased coal mining activities, reclamation of abandoned and recently-permitted mined sites, and healing over time of past land use scars (timbering and mining) due to natural processes. More time and additional reclamation projects will continue to enhance the water quality in the creek. Improved water chemistry in the majority of the creek, however, allows detection of biological contamination from sewage inputs and presents a new water quality challenge in the watershed.

Introduction

    The Clean Water Act (CWA) was passed in 1977, which included amendments of the previously passed Federal Water Pollution Control Act of 1972 (Arbuckle et al. 1993). The purpose of the CWA was "to restore and maintain the chemical, physical, and biological integrity of the nation’s waters." To achieve this purpose, the CWA established a permitting system (National Pollutant Discharge Elimination System, NPDES) which regulates companies or individuals discharging water from point sources into rivers or lakes of the United States. The NPDES program established effluent standards for these discharges and required compliance from those issued these permits. The NPDES program was intended to maintain the quality of our nation’s waterways and to restore water bodies that had been previously degraded. As a result, all chemical, manufacturing, energy, and mineral extraction companies have been required to obtain NPDES permits with effluent standards for discharged water since 1977.

    The Surface Mining Control and Reclamation Act (SMCRA) became law in 1977. SMCRA established mining performance and land reclamation standards, including the assurance that "surface coal mining operations are so conducted as to protect the environment" and to promote the "reclamation of mined areas left without reclamation prior to" the establishment of SMCRA. It also established a permitting system where companies must comply with those mining and reclamation standards listed in the permit. However, SMCRA recognized the CWA, and water discharge points from coal mines were regulated under the CWA. Therefore, coal mining companies must get surface mining permits under SMCRA and also NPDES water discharge permits under CWA.

    The effects of these two laws on water quality improvements often have not been recognized because knowledge and memory of changes in land and water resources over decades of time are forgotten or not passed on to succeeding generations. The Deckers Creek watershed has a long history of industrial development and its attendant environmental abuses from both land and water pollution practices, and is used as a case study to evaluate the effects of these two federal laws on improvements in water quality over time.

Description, History, and Pollution of Deckers Creek

    The Deckers Creek watershed lies within the drainage basin of the Monongahela River in western Preston and eastern Monongalia Counties in northern West Virginia (Figure 1). The stream is approximately 38.1 km (23.6 miles) in length, originating in Preston County at an elevation of 737 m (2,427 ft). The creek flows southeast for a short distance, then it loops to the north receiving water from Kanes and Dillan Creek tributaries. Relief is very gradual from the headwaters to Masontown before becoming steep for a long stretch flowing northwest from Masontown to Dellslow. After Dellslow, the creek again flows over gently sloping terrain until reaching the Monongahela River at an elevation of 237 m (793 ft) (Teti 1974).

            Figure 1

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    Most of the exposed geology is part of the Pennsylvanian Period, namely the Monongahela, Conemaugh, and Pottsville Groups and the Allegheny Formation (Natural Resources Conservation Service (NRCS) 2000). The dominant rock types include sandstone, siltstone, shale, limestone, and coal. Major soils in the area include the Gilpin (fine-loamy, mixed, semiactive, mesic, Typic Hapludults) and Dekalb (loamy-skeletal, silicious, active, mesic Typic Dystrochrepts) series on the uplands and the Atkins (fine-loamy, mixed, active, acid, mesic Fluvaquentic Endoaquepts) and Pope (coarse-loamy, mixed, active, mesic Fluventic Dystrochrepts) series in the bottomlands (NRCS 2000).

    The land surface is part of the Allegheny Mountain section, which includes the highest elevations of West Virginia, and is generally composed of mountain ranges oriented in a northeast-southwest direction. The vegetation is classified as the Northern Hardwood cover type, with 70% of the land surface in the watershed covered by the oak-hickory (Quercus - Carya) forest type (Strausbaugh and Core 1977). Farmland comprises 15% of the watershed, with nearly all of the active farming occurring in the upper portions of the watershed in Preston County. Urban land, found in and around the cities of Masontown and Morgantown, makes up roughly 10% of the area. Mined land accounts for the remaining 5% (NRCS 2000).

    The area was first settled in 1772 along Deckers Creek near Morgantown. By 1798 one of the first iron works west of the Blue Ridge Mountains was located at Rock Forge beside a steep portion of the creek, just 4 km east of Morgantown. The population of Morgantown and surrounding areas grew slowly through the 1800s as these small industries gradually developed. Timbering operations clear-cut the northern West Virginia forest in 1870-1880. The second growth forest was again cut in the 1900-1920 period, and again in the 1930s to 1940s (Clarkson 1964; Hicks 1998). During the timber boom, observers wrote "the great mountain slopes and forest had been ruinously detimbered, the soil on the hillsides had eroded and washed down, and the surface mines had been deserted leaving raw scars…" (Eller 1985).

    Numerous coal mines opened throughout both Monongalia and Preston Counties within the watershed in the early 1900s (Moreland 1985). The first commercial coal mine in the Deckers Creek watershed was located at Richard (5 km east of Morgantown) in 1903, when the West Virginia Coal Company opened an underground drift mine into the Upper Freeport coal along the north bank of Deckers Creek. By the end of that first year, 52 miners and laborers had produced enough coal to yield over 6,350 metric tons (7,000 tons) of coke by burning the coal in the 75 original beehive coke ovens (Paul 1904). The operation grew so that by 1919, the mine workers were delivering coal to the surface at a rate of 60,820 metric tons (67,000 tons) per year, yielding 41,200 metric tons (45,377 tons) of coke per year. Mining continued at the Richard Mine until the 1950’s, when production ceased.

    When the mine was abandoned, water accumulated in the underground mine voids and seeps eventually appeared at the land surface at many points, with the major water outflow from the mine coming at the portal and entering Deckers Creek. The reason for poor quality water to drain from the Richard Mine is due to the coal itself. Deckers Creek flows through a high-sulfur coal region in West Virginia, where the coal and associated strata contain high levels of pyrite. When exposed to water and oxygen during mining, pyrite undergoes a series of chemical reactions, ultimately resulting in the release of sulfate, proton acidity, and iron (Geidel and Caruccio 2000). As elevated levels of iron are introduced into natural waters, the iron is oxidized and hydrolyzed, thereby forming iron hydroxides and acidity (Rosseland et al. 1992). The iron hydroxides precipitate out of solution and coat stream rocks and sediments, causing a distinct orange color staining (Skousen et al. 2000a; Younger 1998). Low pH conditions in the water accelerate weathering and the dissolution of silicate and other rock minerals, thereby causing the release of other elements such as aluminum and manganese into the water (Kittrick et al. 1982).

    Acidity and metals, especially aluminum, have detrimental impacts on aquatic organisms (Gray 1995; Neville and Campbell 1988; Sparling and Rowe 1996). In a study of benthic macroinvertebrates in Deckers Creek, Mains et al. (1999) found that most of the stream contains a very low diversity of organisms, and that the total number of organisms is also very low. The most heavily damaged section of the stream was below the Richard Mine discharge, where the creek rated "very poor," and no fish were reported.

    The addition of limestone to acid mine drainage streams neutralizes the acidity and causes metals to precipitate from solution. A large limestone input to Deckers Creek comes from an active limestone quarry, Greer Limestone, which stores alkaline tailings along a 500-m (1640-ft) section of floodplain about halfway between the headwaters and the mouth at Morgantown (Figure 1). The alkaline input at Greer is thought to be responsible for the improved quality of Deckers Creek from Greer down to the inflow of untreated acid mine drainage at the Richard Mine discharge.

    Through the early to mid 1900s, mining became important to the economy in northern West Virginia, bringing more people and other industries to the Deckers Creek watershed. The increased industrial activity led to the addition of higher amounts of acid mine drainage, chemicals, and sediment to the creek. Many residents along the creek used Deckers Creek for trash and sewage disposal. High levels of pollutants from soap, oil, sediment, as well as nitrogen, phosphorus, and pathogens in sewage were introduced to the stream. Eventually the pollution levels exceeded the attenuation capacity of the creek, resulting in widespread deterioration of water quality. By 1935, recreational use of Deckers Creek had stopped and the State Health Department at the time identified the creek as a possible health hazard due to its high levels of sewage contamination. A sewage collection and treatment system was completed in the Morgantown area by 1962, but acid mine drainage and sewage continued to enter the creek at various uncontrolled points along its stretch (NRCS 2000).

    Fecal coliforms (FC) and fecal streptococci (FS) are two of the more commonly isolated organisms for identifying sewage inputs into streams. These organisms are found in the gastrointestinal tract of mammals. So the extent to which natural waters have been impacted by fecal matter in sewage from mammals may be determined through the isolation and enumeration of FS and FC (Howell et al. 1995; Thelin and Gifford 1983; Young and Thackston 1999).

Objectives

    In 1974, James Teti, a graduate student at West Virginia University, conducted a water quality study of Deckers Creek (Teti 1974) by sampling and analyzing the water at 29 points along the creek during a six-month period. The objectives of this study were to revisit the original sites sampled by Teti, collect water samples over an 18-month period and, after water analyses, evaluate the changes in water quality between 1974 and 1999.

Materials and Methods

1974 Sampling Procedures

    Water samples were collected in plastic, one-liter bags at 29 sample sites along Deckers Creek (Figure 1) on eight occasions between January and June of 1974. Teti (1974) reports withdrawing each sample from a flowing part of the stream, filling the sample containers completely, placing the water samples on ice, and analyzing the water in the laboratory for pH, acidity, alkalinity, iron, calcium, and magnesium. Teti did not measure flow when he collected water samples during the 1974 sampling period.

1999-2000 Sampling Procedures

    Beginning in March 1999, water samples were collected at 29 sites along Deckers Creek, which corresponded to sites originally sampled by Teti. A YSI 3500 Water Quality Meter (Yellow Springs Instrument Co., Yellow Springs, OH) was used to measure temperature, electrical conductivity, and pH in the field. Two water samples were collected at each site. The first sample was collected in a 250-ml plastic bottle and was neither filtered, nor acidified. A second sample of 20 ml was filtered with a 0.45 um filter and acidified to pH 2.0 with 0.5 ml of concentrated hydrochloric acid. Both samples were placed on ice and transported to the laboratory. The first sample was analyzed for pH, acidity, and alkalinity using a TitraLab autotitrator (Radiometer Co., Copenhagen, Denmark), while the second sample was analyzed for total iron, aluminum, manganese, calcium, and several other elements using an Inductively Coupled Spectrophotometer, Plasma 400 (Perkin Elmer, Norwalk, CT). All titrations were performed within 6 hr of sample collection.

    Flow determinations were made at the same time water samples were taken. At the beginning of the study at each sample point, the cross-section of the stream channel was mapped and a reference point was marked for subsequent depth measurements. At later sampling times, the depth of the water was measured at this reference point and used to calculate the vertical area of water flow at the stream cross-section. Water velocity was measured using a Global Water Flow Probe FP101 (Global Water, Gold River, CA), which computed an average velocity over a ten-second period. Multiplying the cross-sectional area of the water in the stream by velocity provided the estimate of flow at that sampling point.

    Another water sample was collected two or three days after chemistry samples were obtained each month and tested for the presence of FC and, for a few months, FS. A membrane filtration technique was used (Greenberg et al. 1985). Most of the 29 sites were sampled monthly from March to June 1999, until it was determined which sites warranted further monitoring. Eight representative sites were then sampled monthly beginning in June 1999. Samples were collected in one-liter plastic sterilized bottles that had been treated with 3 ml of sodium thiosulfate to bind any residual chlorine present in the creek water. Six volumes were analyzed (0.1, 1.0, 5.0, 10.0, 50.0, and 100.0 ml) to produce plates with between 20 and 60 countable colonies. Both the 0.1-ml and the 1.0-ml volumes of sample were combined with 12 ml of peptone buffer in order to pass a sufficient volume of fluid through the filters. The 5.0-ml sample had 8.0 ml of peptone added, the 10-ml sample had 4.0 ml of peptone added, while the 50- and 100-ml volumes had no peptone buffer added. The tests were done with 0.7-um filters instead of 0.45-um filters, as this larger size filter allows for improved recovery of organisms possibly damaged by acidic conditions in the stream (Bissonnette, 2000).

    Samples analyzed for FC were plated onto m-FC agar, and incubated at 44.5ºC ± 0.2°C for 24 hrs. The high incubation temperature and the selective properties of the media helped in restricting growth to FC bacteria. Individual colonies with a bright blue color were counted. Samples analyzed for FS were plated onto m-Enterococcus agar, and incubated at 35°C ± 0.5°C for 48 hours. The selective properties of the media were responsible for limiting plate growth to FS only. Individual colonies with a bright red color were counted. The plates were then examined to determine the number of colony forming units (CFU’s) per 100 ml.

    Statistical software (SAS) was used to perform an analysis of variance (ANOVA) on the 1974 and 1999-2000 flow and chemistry data sets. Since significant differences were found among flow categories, means were calculated for the various water quality parameters for high, medium, and low flow periods. Analysis of variance was also performed on the FC data using SAS statistical software. In order to compensate for the large variations in FC counts normally seen in microbiological studies, geometric means were analyzed. When working with a data set with large variations, geometric means give a better measure of centrality than do arithmetic means (Hunter et al. 1999).

Results and Discussion

Flow Data

    Since no flow data were collected during the 1974 study, we assessed the climatic conditions during 1974 and estimated stream flow by the use of rainfall data. If flows varied greatly between these two sampling times, any differences in water chemistry may be due to dilution or concentration effects rather than changes in baseline conditions. Table 1 lists the monthly rainfall data and the mean measured monthly flow at the mouth of Deckers Creek for several years. Using the monthly rainfall data and measured flows in 1947-1948 and 1999-2000, we estimated the mean monthly stream flow in 1974. The calculated mean annual value was 2.5 m3/sec, which corresponded well with the measured flows of other years and especially correlated well with the year 2000 flow. These estimated flows in 1974 were used to separate flow data into high, medium, and low flow categories. This estimate also indicated that the water quality data gathered by Teti in 1974 was not from an excessively wet or dry year, and that the 1974 data can be compared to our 1999 and 2000 data.

Table 1. Monthly rainfall data (cm) for Morgantown during 1947, 1948, 1974, 1999, and 2000, and measured flows at the mouth of Deckers Creek during these years.

Year

Month

1947

1948

1974

1999

2000

---------------------------------- cm -----------------------------------

Jan

10.9

10.2

13.4

14.8

4.7

Feb

4.1

10.1

5.2

6.4

13.1

Mar

5.3

11

8

11.5

7.3

Apr

4.7

16.8

8.6

7.6

12.2

May

10.8

11.4

16

9.4

11.7

Jun

9.4

15.1

21.2

5.5

15.3

Jul

15

18.4

10

7.8

11.7

Aug

8.4

9.8

11.9

7

10.1

Sep

10.3

9.3

9.8

7.2

8.3

Oct

3.6

4.9

3.9

9.4

9.8

Nov

7.6

10.4

6.3

10.9

7.9

Dec

4.2

13

9.4

7.9

11.2

Total

94.3

140.4

123.7

105.4

123.3

Mean Measured
Flow (m3/sec)

1.7

2.9

NA

2.1

2.4

Chemistry

    Based on estimated and measured flows, the 1974 and the 1999-2000 monthly data were divided into low flow (June-October), medium flow (November-January), and high flow (February-May) categories. We found significant differences in all values among flow conditions, with the lowest pH and alkalinity, and highest acidity and metal concentrations occurring during low flow periods (Table 2). We chose to highlight the high flow values (n=7 in 1999-2000, Table 2) in this paper largely because the sample size for the 1974 high flow conditions was greater than the other flow categories (high flow: n=5; low flow: n=1; and medium flow: n=2).

Table 2. Mean values for five selected parameters across all sampling points at low, medium, and high flow periods for the 1999-2000 data.
Flow Conditions

pH

Acidity

Alkalinity

Iron

Aluminum

s.u.

---- mg/L as CaCO3 ----

-------- mg/L -------

n

High flow (Feb-May)

6.0a1

23.8a

1.8a

3.7a

1.8a

7

Medium flow (Nov-Jan)

6.1a

78.6ab

2.9ab

8.9ab

2.9ab

3

Low flow (Jun-Oct)

5.8b

108.9b

5.2b

11.7b

5.2b

9

1Values within columns with the same letter were not significantly different at p<0.05.

    The use of these high flow values, which show the lowest pollution levels, probably suggests that the improvement in Deckers Creek is better than it actually is. At low flow where little dilution from surface runoff is occurring, the resulting poor water quality may have a very detrimental impact on aquatic life since these organisms must live in the water during the entire year and at all flow conditions. These periods of low flow and high acid and metals often limit or delay stream recovery of acid mine drainage impacted streams, even when the chemistry indicates that stream health should be better than observed (Mains et al. 1999; Skousen et al. 2000a). Short periods of low flow and high acidity (perhaps of only several hours or several days) during the year may eliminate any organisms that may have developed in the stream during high or medium flows and may negate any progress in stream organism recovery.

    Data from eight of the original 29 sites were selected to represent specific sections of the stream (Figure 1). The Headwater sampling location was the most upstream sampling point and represented an area of limited pollution from households and land disturbances. Kanes and Dillan Creek sampling locations were selected to show the effects of two major tributaries draining areas heavily mined in the 1960s to 1980s. The Masontown site is shown because it is just below the town of Masontown where a direct input of sewage from residential homes occurs. Greer is the location of a large limestone quarry. Limestone materials of various sizes are introduced into the stream at this point. By the Dellslow site, the limestone and water have mixed and several good quality tributaries have entered the creek. But most important, this site is upstream from a major acid mine drainage input from the Richard underground mine complex. Tramps is immediately downstream from the Richard Mine acid mine drainage input to Deckers Creek, and the Morgantown site is near the mouth just before Deckers Creek enters the Monongahela River. The high flow averages (February through May data) from both 1974 and 1999-2000 are presented for pH, alkalinity, acidity, and total iron for these eight representative sites (Table 3, Figures 2-5). The data indicate that levels of acidity and total iron have significantly decreased (P<0.05) between 1974 and 1999 throughout the stream, while alkalinity and pH have significantly increased (P<0.05). Figures 2 through 5 show that the majority of the stream has improved significantly (from the Headwaters to Dellslow), but improvements at the Tramps and Morgantown sites, while showing improved values, often are not significant.

Table 3. Means and ranges of four water quality parameters
for eight representative sites along Deckers Creek.
For the 1974 data, n=5. For the 1999-2000 data, n=7.

1974

1999-2000

Site

Mean(range)

Mean(range)

Headwaters
pH

5.1 (4.9 - 5.3)

5.3 (4.9 - 5.7)

Alkalinity

1.0 (1.4 - 0.6)

5.0 (3.1 - 8.4)

Acidity

6.6 (4.4 - 8.2)

3.1 (0 - 6.2)

Total iron

0.2 (0.1 - .04)

0.1 (0 - 0.4)

Kanes Creek
pH

3.7 (3.4 - 3.9)

5.6 (4.7 - 6.7)

Alkalinity

0

8.9 (3.7 - 25.7)

Acidity

45.7 (33.6 - 56.0)

9.3 (4.1 - 21.7)

Total iron

5.4 (2.9 - 12.5)

0.7 (0.2 - 3.1)

Dillan Creek
pH

4.2 (4.0 - 4.8)

5.5 (4.8 - 6.4)

Alkalinity

0

10.4 (4.7 - 26.3)

Acidity

30.4 (18 - 37.4)

14.4 (6.5 - 27.8)

Total iron

3.6 (2.4 - 4.8)

0.7 (0.3 - 1.8)

Masontown
pH

3.8 (3.7 - 3.9)

5.4 (4.9 - 6.5)

Alkalinity

0

7.2 (4.4 - 14.5)

Acidity

42.2 (39.9 - 50)

13.0 (7.1 - 26.1)

Total iron

5.0 (3.7 - 6.0)

4.3 (1.8 - 25.2)

Greer
pH

4.3 (4 - 4.7)

6.3 (5.6 - 6.8)

Alkalinity

0.2 (0 - 1.0)

10.4 (5.2 - 21.2)

Acidity

30.8 (26 - 36)

5.0 (1.3 - 9.6)

Total iron

3.3 (2.1 - 4.5)

0.6 (0.1 - 1.3)

Dellslow
pH

5.2 (4.7 - 6.9)

6.4 (587 - 7.2)

Alkalinity

1.9 (0.4 - 6)

14.7 (8.5 - 28.3)

Acidity

15.1 (6 - 19)

3.3 (0.8 - 8.7)

Total iron

1.6 (0.3 - 3)

0.2 (0 - 0.8)

Tramps
pH

4.6 (3.7 - 6.3)

5.7 (4.4 - 6.8)

Alkalinity

1.2 (0 - 5.4)

9.1 (4.3 - 15.6)

Acidity

32.1 (14.2 - 44.2)

25.1 (1.5 - 73.9)

Total iron

6.2 (2.6 -8.8)

4.9 (0 - 16.8)

Morgantown
pH

4.8 (4.3 - 6.1)

6.3 ( 5.8 - 6.8)

Alkalinity

2.5 (0 - 11)

14.2 (4.1 - 20.2)

Acidity

24.4 (9.4 - 33.8)

12.2 ( 1.3 - 38.7)

Total iron

4.9 (2.5 - 7.3)

2.7 (0 - 12.3)

    Water pH at all sites was numerically higher during the present study than in 1974 (Figure 2). The present pH levels are 1 to 2 units greater than in 1974. In 1974, the average pH in Deckers Creek was never above 5.2 (Teti 1974). Prolonged periods of low pH water in a stream are detrimental for several reasons. Metal solubility generally increases as pH declines. When the pH of a sample is below 5.5, aluminum can exist in solution. Dissolved aluminum and free protons interfere with oxygen absorption in benthic macroinvertebrates and fish (Sparling and Rowe 1996). Aluminum also binds phosphorus into less available forms and interferes with the uptake, transport, and use of nutrients and water by aquatic plants. When pH is above 5.5, as during the 1999-2000 sampling period, aluminum will bind with hydroxides and precipitate out of solution, causing less damage to aquatic life.

fig2.gif (18362 bytes)

    Alkalinity levels have increased throughout the entire watershed, with the largest average alkalinity levels coming below Greer (Figure 3). Alkalinity is a measure of the ability to neutralize acidity and dissolved metals. A stream with high alkalinity levels will be able to supply adequate amounts of carbonate, bicarbonate, and hydroxide ions in solution to bind up free protons and metals. A major factor responsible for the increase in alkalinity from 1974 to 1999-2000 in the Kanes and Dillon Creek areas is limestone addition to the water. In the late 1970s due to the enforcement of the NPDES program in West Virginia, an active treatment system was constructed on Kanes Creek. This facility intermittently pumped and treated water from a nearby deep mine using powdered calcium carbonate. The treated water was passed through a series of settling ponds before being discharged into Kanes Creek. When operating, this system added 3780 to 7560 L/min (1000 to 2000 gpm) of high pH, high alkalinity water to the creek. Table 4 shows the effects of this treatment on both Kanes Creek and on the main stem of Deckers Creek after the treated water enters Deckers Creek. Levels of iron, aluminum, manganese, and acidity were all reduced, while pH, alkalinity, and calcium were all increased. Acidity was reduced by 97% in Kanes Creek as a result of this treatment facility.

fig3.gif (16884 bytes)

 

Table 4. Water quality of Kanes Creek and the main stem of Deckers Creek

in summer 2000 when an acid mine drainage treatment system was and

was not operating.

Kanes Creek

Main stem of Deckers Creek

Parameter

Operating

Not Operating

Operating

Not Operating

pH (s.u.)

6.2

3.8

6.4

5.8

Acidity (mg/L)

3.9

143.3

5.3

30.2

Alkalinity (mg/L)

11.1

0

28.7

20.9

Total iron (mg/L)

0.1

27.4

0.1

5.8

Aluminum (mg/L)

0.2

3.7

0.1

0.4

Calcium (mg/L)

211.4

107.7

142.3

78.1

Manganese (mg/L)

0.7

1.9

0.5

1.2

    Acidity levels have declined, averaging a 62% decrease across all sites (Figure 4). However, acidity declines (21% decrease) were not significant below the Richard Mine discharge. The highest acidity levels have changed locations between sampling periods; Kanes Creek had the highest acidity during the 1974 study, while Tramps had the highest values during 1999-2000. This indicates improvements in the upper half of the watershed, and also the continued inputs of untreated mine water in the lower part of Deckers Creek.

fig4.gif (17331 bytes)

    Reducing water acidity has multiple benefits, and is consequently a main goal of all acid mine drainage control and treatment measures. Acid water irritates the gills and eyes of fish and aquatic insects. Elevated acidity levels also lead to accelerated weathering of clay minerals and pyrite (Kittrick et al. 1982). Clay minerals may break down quicker, releasing metals such as aluminum and iron from their crystal lattices, while the weathering of pyrite has been identified by numerous researchers as the source of acid mine drainage (Geidel and Caruccio 2000; Skousen et al., 2000b).

    Figure 5 shows a significant decrease (p<0.05) in total iron concentrations over the past 25 years when all sites were taken together. Total iron levels dropped as much as 87% at Kanes Creek, with an average decrease of 53% across the eight sites. Elevated pH and reduced acidity are both partially responsible for this decrease. However, no differences were found at four of our eight locations: Headwaters, Masontown, Tramps and Morgantown. The Headwaters had very low iron levels in 1974 and 1999-2000, while the input of urban runoff and sewage water is probably responsible for the high iron at Masontown. During both studies, Tramps had the highest iron levels due to inputs of untreated mine drainage at Richard. Iron is less toxic than aluminum, but will readily combine with hydroxide ions to form precipitates that coat stream bottoms.

fig5.gif (15872 bytes)

    Aluminum and manganese concentrations in Deckers Creek were not analyzed during the 1974 study. In 1999-2000, average aluminum concentrations in Deckers Creek were lower than the state standard (0.75 mg/L) at all points upstream from the Richard Mine discharge (Table 5). At each sampling site downstream of Richard, average aluminum concentrations in Deckers Creek were 3 to 4 mg/L. Average manganese levels were lower than the state standard of 1.0 mg/L at all sites, except Richard.

Table 5. Aluminum and manganese concentrations
at eight representative sites in Deckers Creek and
at the Richard underground mine discharge.

Site

n

Aluminum

Manganese

-------- mg/L --------

Headwaters

19

0.5

0.1

Kanes Creek

19

0.2

0.4

Dillan Creek

19

0.2

0.5

Masontown

19

0.7

0.7

Greer

19

0.2

0.6

Dellslow

19

0.2

0.2

Richard

16

71.3

3.8

Tramps

19

3.8

0.7

Morgantown

19

3.1

0.6

    The limited degree of improvement and overall poor quality of Deckers Creek below the Richard Mine discharge has several negative impacts on the region. Armoring of the creek channel with metal hydroxides restricts the presence of benthic macroinvertebrates. This affects life throughout the food chain, making larger forms of aquatic life nearly absent. The Monongahela River is also negatively impacted, as Deckers Creek discharges an average of 900 metric tons (1,000 tons) of acid per month into the river at Morgantown.

    In 1991, an abandoned spur of the Baltimore and Ohio Railroad along Deckers Creek was converted into an important and high-use bike and hiking trail. The trail follows Deckers Creek from the mouth in Morgantown upstream to Kanes Creek in Preston County, a distance of about 29 km (18 mi). Instead of being an asset, Deckers Creek is a detriment to the rail trail, due to the unsightly appearance of the creek. Residents living along the creek also feel the negative impacts of having a polluted waterway near their homes. In the recently published Environmental Assessment for the Upper Deckers Creek Watershed (NRCS 2000), 150 pages of the report are devoted to letters of complaint and concern by local residents about the quality of the creek. According to this report, returning this creek to a fishable and swimmable condition would result in almost $1 million in benefits.

    Surface mining activities in the watershed have greatly declined during the past decade due to reduced coal markets and to the reluctance of operators to mine coal where acid mine drainage will result from mining. This reluctance by coal operators has resulted from the enforcement of state and federal laws (SMCRA and CWA) regulating water quality. Roughly 50 coal mines operated in the Deckers Creek watershed in the 1980s, and about 95% of these mines have been completed and reclaimed. Only two surface coal mines currently operate in the watershed and both are mining the Bakerstown coal, which does not produce acid mine drainage.

    Six small refuse piles have been reclaimed in the watershed by the West Virginia Division of Environmental Protection, Office of Abandoned Mine Lands and Reclamation (WVDEP-AML), and this has led to improved land and water quality. The Richard underground mine portals had wet seals installed and the land surface around the portals and coke ovens were reclaimed in 1984. This reclamation decreased the amount of sediment and other pollutants from the land surface, but a concrete channel from the wet seal still conveys the untreated Richard Mine drainage water to Deckers Creek. In addition, two WVDEP-AML projects reclaimed large abandoned areas in Kanes Creek at a combined cost of $600,000 in 1996. Passive treatment systems (wetlands and open limestone channels) were installed at both sites to help treat the water coming from these sites. Three other abandoned mine sites are in the planning stages for reclamation. One site is at Bretz, a 30-ha (75-ac) coal mine and coke oven site on the main stem of the creek, near Masontown. Two other sites in planning are located immediately across from Bretz, which contribute acid mine drainage into Slab Camp Run, another tributary of Deckers Creek.

    The NRCS has proposed a restoration project for the entire Deckers Creek with an expected installation time of six years. The Richard Mine discharge is to be addressed in the second year of the project, and is predicted to cost nearly half of the $9.1 million budget. Treating this discharge will be expensive and complicated because land area is very limited in the immediate vicinity of the portal, with only about 50 m (165 ft) between the discharge point and Deckers Creek. Flow from the mine is extremely high, coupled with the high levels of metals and acidity. These factors combine to make passive treatment impractical with current technologies (Skousen et al. 2000b). Grouting (including filling of some portions of the mine and the installation of grout walls) of the underground mine will isolate sections of the mine to create distinct pools of water and perhaps reduce the amount of water flowing out at the portal. If the flow and acid concentration in the water can be reduced, perhaps a treatment system (either active or passive) could be reliable and cost-effective.

    Overall, decreased mining activity, addition of alkaline materials at active treatment stations, and reclamation of active and abandoned mines in the Dillan and Kanes Creek areas have led to improved water chemistry of Deckers Creek. These activities would not have occurred without the passage of reclamation and water quality laws in the 1970s. Another important factor behind the water quality improvements in Deckers Creek is natural healing of land with time. Wood et al. (1999) indicate that mine water pollution is most severe in the first few decades after mining and reclamation, and that water, even from large mining complexes, improves in quality after 40 years. As reactive pyrite supplies diminish, the overall quality of mine drainage improves, contributing to improvements in receiving streams. Natural reclamation and reclamation projects conducted by the WVDEP on abandoned sites, and better treatment and control of water on active sites also has enhanced this improvement.

Fecal Coliforms

    In contrast to improved water chemistry in Deckers Creek, a new water pollution problem is becoming apparent. Populations of FC bacteria are very high in some parts of the watershed due to inadequate sewage treatment (Table 6). No FC data were available from the 1974 study, but it is hypothesized that the harsh chemical conditions in the creek during 1974 would have masked any FC problems by limiting survival rates.

    Of the eight sites shown, two had mean FC counts higher than the West Virginia standard for secondary use waters of 200 colony forming units (cfu) per 100 ml (Table 6). Masontown was by far the most heavily impacted site in the watershed. During the summer months of 1999, low stream flow, sustained sewage flow, and elevated temperatures led to FC levels as high as 9.0 x 106 cfu/100 ml. Coyne and Howell (1994) made similar observations, noting that warm, shallow streams, high in organic carbon, permit FC re-growth. At the sampling point in Masontown, a large pipe discharges untreated wastewater directly into Deckers Creek. An old rock bridge causes the stream to form a shallow lagoon in the creek, similar to the physical parameters necessary for re-growth as set forth by Coyne and Howell (1994).

Table 6. Statistics of FC bacteria populations (colony forming units/100ml)

at eight representative sites in Deckers Creek.

Arithmetic

Geometric

Site

Min

Max

Median

Mean

Mean

St Dev

n

Headwaters

1

380

27

82

26

111

13

Kanes Creek

39

5800

900

1535

720

1729

14

Dillan Creek

1

3100

25

337

40

782

16

Masontown

130

970000

23000

137473

16024

268324

18

Greer

1

820

12.5

127

15

258

12

Dellslow

7

590

97

163

82

175

14

Tramps

1

420

6

71

11

137

11

Morgantown

4

1280

56

254

68

427

17

    Not surprisingly, statistical analysis indicates that FC levels were significantly different among sites (P< 0.01) and that a significant difference also existed among seasons (P<0.01) at each site (data not shown). The differences among sites are likely due to different land uses, population densities, and access to adequate sewage systems throughout the watershed. Seasonal FC differences have been detected by numerous researchers (Baudart et al. 2000; Davenport et al. 1976; Edwards et al. 1997; Farrell-Poe et al. 1997; Thelin and Gifford 1983; Young and Thackston 1999). During summer months, higher temperatures facilitate the survival of fecal bacteria outside their host. Also, stream flow is normally lower during the hotter and drier summer months, reducing the effect of dilution on point sources of sewage pollution. During winter months, survival times are greatly diminished due to cold water temperatures, and higher stream flows allow for greater dilution of point source inputs.

    The City of Masontown is currently constructing a wastewater treatment plant that will collect sewage and household water from Masontown and surrounding towns, all of which are situated along Deckers Creek. The completion of this treatment plant should greatly decrease the large flow of sewage that enters Deckers Creek in its upper stretches, and decrease the hazard from FC bacteria in the stream.

FC : FS ratio

    In an attempt to determine the origin of fecal bacteria found in Deckers Creek, FS bacteria were monitored from February 2000 to May 2000, in addition to the regular FC monitoring. Watersheds usually contain three sources of fecal bacteria: humans, domestic animals, and wild animals (Howell et al. 1995). Microbes exist in different and predictable amounts in the feces of humans and animals and the ratio of FC to FS in a water sample may indicate the origin of the organisms. It has been hypothesized that a FC : FS ratio of <0.1 represents fecal bacteria pollution from wild animals, between 0.1 and 0.7 represents pollution from domestic animals, and >4 represents pollution from primarily humans (Howell et al. 1995). A ratio of >0.7 and <4 shows a mixture of sources.

    The ratio of FC to FS bacteria was determined in water from Deckers Creek (Table 7). Land use data were used to develop an expected FC : FS ratio at each site. The Headwaters (Figure 1) is an undisturbed section of the creek where fecal input should be from only wild animals, so ratios should be <0.1. Runoff from crop fields and pastureland is collected near Kanes and Dillan Creeks, where the creek has meandered through bottomland farms, and FC : FS ratios should reflect domestic animal contributions (0.1-0.7). The city of Masontown lacks a municipal sewage treatment system and a large discharge of untreated domestic wastewater enters the stream here, so the ratio should be >4. Between Masontown and Dellslow, the creek passes through a mixture of land uses, including a limestone quarry and forestland, before entering the city of Morgantown. In Morgantown, the largest urbanized area in the watershed, long stretches of sewage lines and storm overflow pipes provide numerous opportunities for sewage input to the creek. This site should show ratios >4, indicative of human waste input.

Table 7.  Fecal coliform (FC) and fecal streptococci (FS) bacteria and FC:FS rations at five sites in Deckers Creek.

Site

Date (2000)

FC

FS

FC:FS ratio

---cfu/ 100 mL---

Headwaters

18 Feb

NA

NA

NA

20 Mar

6.0

12.0

0.5

26 Apr

1.0

1.0

1.0

31 May

14.0

34.0

0.4

Kanes Creek

18 Feb

145.0

700.0

0.2

20 Mar

100.0

21.0

4.8

26 Apr

3.9

3.2

1.2

31 May

980.0

230.0

4.3

Masontown

18 Feb

166.0

130.0

1.3

20 Mar

130.0

250.0

0.5

26 Apr

5800.0

63.0

92.1

31 May

1200.0

740.0

1.6

Dellslow

18 Feb

NA

NA

NA

20 Mar

82.0

110.0

0.7

26 Apr

8.0

2.8

2.9

31 May

74.0

98.0

0.8

Morgantown

18 Feb

16.0

48.0

0.3

20 Mar

140.0

88.0

1.6

26 Apr

38.0

6.8

5.6

31 May

68.0

48.0

1.4

                                            NA=Not available.

    Table 7 shows the results of the monthly FC and FS counts, as well as the FC : FS ratios for February through May 2000. The FC : FS ratio should be >4 at Masontown and Morgantown, since these sampling sites are near municipalities. But only two of the possible eight dates showed values >4. The only other two dates with >4 FC : FS ratios were at Kanes Creek, but the values were just slightly over 4. One possible explanation for the low FC : FS ratios at these sites may be that higher creek flows during February to May sampling periods had a dilution effect on the sewage input, which flowed at a more steady rate. Cold temperatures also may have decreased fecal bacteria survival. Surface runoff is likely a chief factor in the introduction of domestic animal waste into the creek. The Headwaters should have the lowest ratio, as it was most likely to contain fecal matter from wild animals. A ratio of 0.5 suggests the presence of domestic animals, which were either absent or present only in very low numbers above the Headwaters sample point. A high FS level occurred at Kanes Creek in February. This sample site is located under a bridge where numerous raccoon, dog, and bird tracks were observed. A high level of animal traffic might account for the elevated levels of fecal bacteria.

    A larger data set may give numbers that more closely match the observed land uses and high inputs of observed sewage at specific locations. Sampling for FS was discontinued after four months due to limited success and wide variability when computing the FC : FS ratio. In the summer, the ratios would likely be higher (Edwards et al. 1997). During summer months, less rainfall would lead to less runoff from agricultural fields. Also, lower stream flow would mean less dilution of point source sewage discharges.

    From this study, it appears that the FC : FS ratio is not an absolute means of differentiating between human and animal sources of fecal pollution. Howell et al. (1996) and Jawson et al. (1982) reported similar findings. Problems occurred due to the varying die-off rates between the two bacterial groups, elevated stream flows, and varying degrees of surface runoff (Wiggins 1996).

Summary and Conclusions

    Water chemistry in Deckers Creek has significantly improved between 1974 and 1999. Water pH is generally 1 to 2 units higher, and acidity has declined by more than 50% between these two dates across all sampling locations. The present data help highlight some environmental laws and regulations enacted and enforced in the state, which have led to the improvement of water quality in Deckers Creek. In 1977, refinements of the CWA were promulgated to aid in cleaning up streams and rivers in the United States. In 1977, SMCRA was passed to enhance already existing state efforts to reclaim abandoned mine sites and to control the quality of the drainage coming from active mining sites. The present study illustrates the long-term benefits that have been realized by enforcement and compliance with these laws. Natural reclamation and time passage also have beneficial effects on improving stream quality. Water quality has greatly improved because of reduced mining disturbances, better reclamation and water control techniques on active mines, reclamation of abandoned lands, and treatment of mine discharges. This study also showed that as the chemistry of Deckers Creek returns to pre-mining ranges, sewage inputs are becoming an increasingly noticeable problem. Sewage treatment at wastewater treatment plants will be needed in the upper stretches of the watershed to limit the direct input of sewage into the creek and to restore the quality of Deckers Creek. The FC : FS ratio did not adequately identify the sources of fecal matter pollution in Deckers Creek.

Acknowledgments

    The authors thank Jim Gorman for initial help in the design of the study, Gary Bissonnette and John Sencindiver for suggestions in data collection and manuscript review, Katrina Klugh and William Thayne for statistical analyses, and Jen Demchak, Kelly Flemming, and Joan Wright for help in sample preparation and water quality analyses.

References

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Picture 1. Headwaters of Deckers Creek.


Picture 2. Kanes Creek inflow to Deckers Creek.


Picture 3. Dillan Creek inflow to Deckers Creek.


Picture 4. Masontown site and location of major sewage input.


Picture 5. Greer site is below the Greer limestone quarry.


Picture 6. Dellslow site.


Picture 7. Richard Mine discharges very poor water into Deckers Creek.


Picture 8. Tramps site is downstream from Richard Mine discharge.


Picture 9.Morgantown site is under the High Street Bridge.