Published in Soil Sci. Soc. Am. J. 69:463-472 (2005).
© 2005 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
Division S-5Pedology
Mapping and Classification of Southwest Virginia Mine Soils
Kathryn C. Haering,
W. Lee Daniels* and
John M. Galbraith
Dep. of Crop and Soil Environmental Sciences, Virginia Polytechnic Institute and State Univ., Blacksburg, VA, 24061-0404
* Corresponding author (wdaniels{at}vt.edu)
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ABSTRACT
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Mine soils on central Appalachian coal-mined lands are currently classified by the Soil Taxonomy as Typic Udorthents, which does not distinguish these unique anthropogenic soils from other weakly developed natural soils. Our overall objectives were (i) to critically evaluate currently available USDA-NRCS mine soil series for classifying a range of mine soil pedons in southwest Virginia, and (ii) to compare two different approaches for detailed Order 1 soil mapping of these highly altered landscapes. Using established series concepts, we mapped and classified 450 ha of mine soils in an area that had been recently reclaimed, and we used these same series concepts to reclassify mine soils in an older adjacent and overlapping 250-ha mine area that had been mapped using nontaxonomic mine soil classification criteria in 1980. Established mine soil series provided adequate information on particle-size and reaction class, but did not adequately describe drainage class, rock type, or parent materials. Classification differences occurred on well-drained soils primarily at the family level and below. There are no established series that describe mine soils with impeded drainage, densic layers, and shallow or moderately deep depth classes, all of which commonly occurred in this study area, and are important criteria for separating soil series. Cambic horizons were also described, and generate classification issues at the order level. Because reaction class, drainage class, densic contacts, and soil depth directly affect soil management, we feel that it is important to recognize these features by establishing new mine soil series or phases of established series. Detailed Order 1 map scales (
1:12000) are required to adequately resolve and delineate strongly contrasting mine soil landscapes, particularly on older (pre-1977) mined lands.
Abbreviations: SCS, Soil Conservation Service SMCRA, Surface Mining Control and Reclamation Act of 1977
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INTRODUCTION
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U NTIL THE mid-1970s, Appalachian mine soils resulting from coal surface mining were usually identified in published soil surveys as strip mines or mine dumps (e.g., Perry et al., 1954). In later surveys, mine soils were often mapped simply as Udorthents, although some described different types of spoil that might be encountered in land mapped as mine dumps (Patton et al., 1959), or made attempts to differentiate mine soils on the basis of rock type and soil reaction (Wright et al., 1982). During the 1970s and 1980s, the USDA-NRCS in several states began to map mine soils using established soil series concepts. The first soil series on lands mined for coal was the Kamina series in 1972, in Oklahoma (Sencindiver and Ammons, 2000). Alabama established two coal mine soil series in 1974 and 1977; Ohio established three in 1978. The first coal mine soil series in the central Appalachian region were established by West Virginia in 1984. By 2000, there were 30 soil series established in the USA for coal mine soils (Sencindiver and Ammons, 2000). All these series are Entisols, and all mine soil series currently being used in the Appalachian coal mining region are Typic Udorthents. However, the selection of series available is limited (Table 1), and has been developed primarily for application to surface mining conditions in West Virginia. As discussed later, the current series concepts are limited in parent spoil rock type coverage, and do not recognize densic layers, poorly drained soil conditions, or the fact that many mine soils apparently develop cambic horizons within decades after placement (Ciolkosz et al., 1985; Haering et al., 2004). Several researchers have questioned whether current mine soil classification provides enough information on the intrinsic properties and future land use interpretations of these soils, and whether or not other more appropriate taxonomic classes (e.g., Inceptisols) exist (Sencindiver, 1977; Shafer, 1979; Ciolkosz et al., 1985; Indorante et al., 1992; Dunker and Barnhisel, 2000).
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Table 1. Summary of taxonomic classes and properties of established and proposed mine soil series formed in overburden from Central Appalachian coal mining.
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In one of the first major studies of mine soil classification, Sencindiver (1977) examined pedons in six eastern and Midwestern states and used these data to propose that a new suborder, Spolents, be created for mine soils and added to Soil Taxonomy (Soil Survey Staff, 1975). As defined, Spolents would possess at least three of the following properties: disordered rock fragments; color variegation not associated with horizonation or redoximorphic features; splintered or sharp edges on rock fragments; bridging voids (open air pockets) between rock fragments; a thin surface horizon generally higher in fines than other horizons; local pockets of dissimilar material; artifacts; carbolithic (black, high carbon) rock fragments; and irregular distribution of organic matter (not associated with fluvial process) with depth (Smith and Sobek, 1978). At the great group level, Udispolents would represent mine soils in humid climates, which would then be separated by dominant rock type. Proposed families of Udispolents were to be determined by particle-size, mineralogy, reaction, and soil temperature regime. A simplified set of soil reaction classes was proposed in lieu of those used in Soil Taxonomy: extremely acid (pH < 4.0); acid (pH 4.05.5); neutral (pH 5.68.0); and alkaline (pH > 8.0). In follow-up studies, mine soils in West Virginia (Thurman and Sencindiver, 1986) and Missouri (Ammons and Sencindiver, 1990) were mapped and identified to the family level using the proposed Spolent criteria. In both studies, it was concluded that this system provided more information about potential land use than did the established mine soil series used in those areas.
While the research efforts cited above have used the Spolents concept to classify and map mine soils, and the Spolent concept has been incorporated in the 4th Circular Letter for the International Committee for Anthropogenic Soils (available online at http://clic.cses.vt.edu/icomanth; verified 18 Nov. 2004), it has not yet officially been proposed as an amendment to Soil Taxonomy. However, a proposal to add the Spolent concept to Soil Taxonomy will be made pending favorable responses to the 4th Circular Letter, which was distributed January 2003. Selected Udispolent subgroup concepts have been used to develop established mine soil series in West Virginia; all of these series are currently classified as Udorthents which is the closest taxonomic grouping currently available in Soil Taxonomy (Sencindiver and Ammons, 2000).
The landforms on which Appalachian mine soils occur are a product of varying mining and reclamation methods, which have changed dramatically with time. Older (pre-1977) Appalachian surface coal mines are primarily contour mines, in which coal was mined from a horizontally bedded seam that outcropped on the side of a ridge or mountain. Overburden materials (blasted rock and soils) are excavated from above the outcrop to expose the coal seam (Ramani and Grim, 1978). Before passage of the 1977 Surface Mining Control and Reclamation (SMCRA), reclamation of these areas was minimal. Overburden materials were bulldozed over, and off the bench created by mining. The resulting landform consisted of an exposed rock highwall, a bench from which the coal had been removed, and a steep and often unstable spoil outslope below the bench (Ramani and Grim, 1978; Daniels and Zipper, 1988). After the passage of SMCRA, mined areas were mandated to be returned as close as possible to approximate original contour, including covering of highwalls and the placement of topsoil or an approved topsoil substitute at the surface of the regraded area. The natural soils of the Appalachians are often thin, rocky, and infertile by agronomic standards, so suitable pretested (and agency approved) blasted rock overburden materials are commonly employed as a topsoil substitute (Daniels and Zipper, 1988).
Researchers studying acid mine drainage prediction from differing Appalachian overburden materials have documented the fact that overburden strata located near the surface (612 m) of the geologic column are more highly weathered and oxidized than deeper rock strata (Smith and Sobek, 1978; Grube et al., 1982; Sobek et al., 2000). This oxidized overburden can generally be identified by soil chromas
3. Surface mines constructed before SMCRA tended to be relatively shallow because of equipment and technology limitations. Thus, material from the top of the geologic column was removed preferentially, and the overburden produced from these mines generally contained a relatively high percentage of oxidized and/or partially oxidized spoil materials. Overburden from deeper in the geologic column is much less weathered, unoxidized, and generally has a chroma of
2.5, because the materials are reduced. These materials may also contain higher amounts of alkaline materials such as carbonates, although they may contain significant levels of acid-producing pyritic sulfur (Sobek et al., 2000). Improvements in mining technology since the early 1980s have allowed deeper cuts into these unoxidized materials in both contour and mountaintop removal mines. The current mined landscape in the Central Appalachians consists of a mosaic of older pre-SMCRA mined lands with relatively narrow benches and highwalls intermixed with more recently mined areas that have been returned to their approximate original contour or completely reconfigured by mountaintop removal and valley fill procedures. More specific detail on these mine soil landscapes is provided by Haering et al. (2004).
Our primary research objective was to map, characterize, and classify an area of post-SMCRA mine soils to determine how well existent mine soil series concepts currently being used in the KentuckyWest VirginiaVirginia region described the existent mine soils. An associated objective was to contrast the level of detail and discrimination of contrasting mine soil landscape properties obtainable using modern USDA-NRCS mapping criteria (Soil Survey Staff, 1993) vs. the older methods employed by USDA-SCS (Soil Conservation Service) and our research group in the late 1970s and early 1980s. As a part of this overall effort, we also used current series concepts to attempt to classify the older previously mapped and characterized pre-SMCRA area (now destroyed because of remining) that overlapped the current mapped area.
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MATERIALS AND METHODS
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The study area is located on the Powell River Project Education Center, about 11 km northwest of Norton, VA. The underlying Pennsylvanian aged bedrock is composed of horizontally bedded sandstone, siltstone, and coal beds of the Wise formation (Nolde et al., 1986). The majority of strata are cemented by a complex of carbonate, Fe, and silica intergranular cements (Howard, 1979), and are generally low in pyritic-S, although acid-forming materials are present in some strata below and between coal seams. Dominant native soil series include the deep and very deep colluvial Shelocta (fine-loamy, mixed, active, mesic Typic Hapludults) and moderately deep residual Gilpin (fine-loamy, mixed, active, mesic Typic Hapludults) soils. The climate is humid-temperate with an evenly distributed annual precipitation of 125 cm. The native vegetation is mixed hardwoods. Reclaimed benches are dominated by tall fescue (Festuca arundinacea Schreb.), sericea lespedeza [Lespedeza cuneata (Dum. Cours.) G. Don], and other herbaceous revegetation species along with common woody species such as white pine (Pinus strobus L.), black locust (Robinia pseudoacacia L.), and red maple (Acer rubrum L.).
Approximately 250 ha of mine soils were mapped and studied in 1980 by Daniels and Amos (1981) in an area (Fig. 1) that had been extensively contour mined between the late 1950s and 1977, before the passage of SMCRA. The mapped areas were located on four mining bench levels (Fig. 1), which corresponded to the Phillips, Low Splint, Taggart-Taggart Marker, and Upper Standiford (Wilson)-Lower Standiford coal seams (Brown, 1952). These mine soils were located on the exposed highwall-bench-outslope landform that is typical of pre-SMCRA mined lands. The exposed benches were relatively flat, while outslopes were very steep (
50%).

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Fig. 1. Mine soil study area used in 1980 and 2002 at the head of the Powell River in Wise County, Virginia. The older (1980) mapping study was confined to lands directly affected by mining (highwallbenchoutslopes) and therefore did not develop mapping unit concepts for the relatively undisturbed forested sideslopes occurring between the four mined bench levels shown. The 2002 mapping area outlined above was extensively remined in the 1980s and 1990s, which resulted in drastic disturbance of the vast majority of the landscape.
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Before the 1980 mapping, Daniels and Amos (1981) sampled the soil landscape at 245 randomly distributed points. Subsequently, backhoe pits were excavated in typical locations based on the data from this random sampling and on field observations. Thirty mine soils were described in place during the fall of 1980; the details of the physical, chemical, and morphological properties of these soils are summarized in Daniels and Amos (1981) and Haering et al. (2004). The area was mapped in 1980 with detailed (Order 1) standards at a scale of 1:4800, using mapping criteria that were extensively modified from those employed at the time by SCS in Virginia (USDA-SCS, 1975). The original SCS criteria were modified to support detailed mapping and associated interpretive requirements for establishment of the Powell River Project field research area. The 1975 SCS criteria included pH, slope, surface stoniness, particle-size family, and depth to consolidated rock. In the adapted criteria (Table 2), particle-size family and depth to consolidated rock were retained. However, mine soil pH was so variable across the mapped area that it was found to be difficult to apply as a detailed mapping criterion, and was eliminated. The first SCS slope class (015%) was divided into two (08% and 815%) classes because the original range was so wide that it allowed areas with very different management needs to be grouped into one unit. A rough undulating slope category (0 to 15%) was also added to cover areas where the surface was very uneven. In the SCS mapping criteria, rock type was not a defined criterion. However, rock type was used in our adapted 1980 mapping criteria because it clearly influences mine soil properties in this area (Daniels and Amos, 1981; Haering et al., 1993). For the 1980 mapping, four rock type classes were established: sandstone (>66%); siltstone (>66%); sandstone (>50%) mixed with siltstone; and siltstone (>50%) mixed with sandstone. Spoil rock color (degree of oxidation and weathering) was not used as a mapping criterion because statistical analysis revealed no consistent pattern of variability by coal seam or rock type exposed in the highwall (Daniels and Amos, 1981).
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Table 2. Mine soil class criteria used for design of 1980 mapping units. Particle-size family was also used as a criterion, but is not included here since all mapping units were loamy-skeletal. A total of 22 discrete mapping units were delineated based on various combinations of the four criteria given below.
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Between 1977 and 1994, the Low Splint and the Taggart-Taggart Marker seams were remined using second-cut contour mining techniques. The area was reclaimed in accordance with SMCRA to approximate original contour insofar as possible, but due to shortage of overburden, extensive gently rolling areas were produced that strongly resemble those in a mountaintop removal/valley fill landscape. The final surface layer consisted of topsoil substitute overburden that would provide suitable growth media for plants based on soil test data. To this end, attempts were made to bury any acid-producing materials.
During the fall of 2001, the authors and USDA-NRCS cooperatively sampled and mapped approximately 450 ha of the remined area for this research project (Fig. 1). A detailed (Order 1) working scale of 1:6000 was employed to allow for (i) detailed interpretive value and (ii) direct comparison with the 1980 map described above. The initial mapping legend was based on the legend used in Buchanan County, VA, which was concurrently being mapped by NRCS, and is similar in geology and mined landforms to the Powell River Education Center area. Established mine soil series concepts were used, along with slope and stoniness phases, to establish a mapping legend. Since much of the area that was mapped in 1980 is currently under active mining permit, the area mapped in 2001 was not identical to that mapped in 1980, although relatively large portions of the mapped areas overlapped (Fig. 1 and 2). After field delineation was complete, 20 soil pits were dug in the mapped area at locations chosen cooperatively with NRCS personnel to represent the dominant soils. Pits were excavated by backhoe, described, and sampled between February and May of 2002. Data from soil descriptions and subsequent soil sample analyses were used to develop the final mapping legend.

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Fig. 2. Detailed Order 1 soil surveys of the map comparison box from Fig. 1, mapped using different criteria and methods in 1980 and 2002. This area matches the inset shown in Fig. 1. The 1980 mine soil landscape (A) clearly reflects the dominant narrow highwallbenchoutslope landforms typical of pre-SMCRA (Surface Mining Control and Reclamation Act of 1977) steep slope mining techniques. The unmapped areas above and below the mining benches were relatively undisturbed. The post-SMCRA (B) landscape is comprised almost entirely of mine soils with <10% natural soil remaining. Description of the 1980 mapping criteria is given in Table 1 and the 2002 mapping legend in Table 5.
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In both 1980 and 2002, large samples (310 kg) of each horizon were taken for analysis. The soil was air-dried, gently crushed, and sieved through a 2-mm (10 mesh) sieve. In 1980, large samples (310 kg) of each horizon were sieved in the field to determine the approximate weight percentage of rock fragments
75 mm. Mass content of fragments < 75 mm was also determined in the lab. In 2002, total rock fragment content and relative percentages of gravels, cobbles, stones, and boulders were visually estimated in the field (Soil Survey Staff, 1993). Field rock fragment volume estimates were converted to weight estimates using Method 3B1 (USDA-NRCS-NSSC, 1996). Percentage of small gravel (
20 mm) content was also quantified in the laboratory by sieving. However, very large (approximately 60 kg) samples are required to accurately measure the percentage of rock fragments between 25 and 75 mm, and visual estimates are recommended for determining percentage of rock fragments > 75 mm (Soil Survey Staff, 1993; USDA-NRCS-NSSC, 1996). Therefore, we did not attempt to statistically compare the values for 1980 vs. 2002 whole soil coarse fragment contents due to differences in their determination, and due to the uncertainties in accurate estimation.
Particle-size analysis of soil samples taken in both 1980 and 2002 was performed by pipette using air-dry samples via Method 3A1 (USDA-NRCS-NSSC, 1996). Organic material was removed from A horizons by pretreatment with H2O2 before particle-size analysis. Soil pH was determined in a 1:1 water slurry (Thomas, 1996). For statistical comparison across pedons and sampling dates, weighted averages for whole-profile pH, and percentage sand, silt, and clay in the assumed particle-size control section (25100 cm) were calculated. The particle-size control section for Inceptisols and Entisols was chosen because it is used for established mine soil series in southwest Virginia. For the purposes of this study, densic materials were included in the analyses of the 25-to 100-cm section, but four shallow (depth to rock
50 cm) mine soils described in 1980 were excluded from statistical comparisons. Soil property comparison parameters were weighted by horizon thickness. The mean weighted averages of various parameters were compared using both a Mann-Whitney test and an approximate two-sample t test for different sampling years, and a paired t test for depth contrasts within the same year (Minitab, 2000). The Mann-Whitney nonparametric contrast compares median values of test parameters, and was used initially for comparing data from sampling years due to small and unequal sample sizes (n = 2026). The approximate two-sample t test was also used to compare parameter means, and we found the results were identical to the results of the nonparametric test at P
0.05.
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RESULTS AND DISCUSSION
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Mine Soils and Mapping Concepts2002
The four established mine soil series currently mapped in Southwest Virginia are Sewell, Fiveblock, Kaymine, and Cedarcreek (Soil Survey Division, 2003). All are classified as Typic Udorthents, and are separated primarily by reaction class and spoil rock type (Table 1). In all series, the percentage of rock fragments range from 15 to 80% by volume, but average 35% or more in the particle-size control section (25100 cm). Most of these soils have red, brown, yellow, or gray lithochromic color variegations in at least some horizons, caused by contrasting rock fragment colors in the soil profile rather than by redoximorphic processes (Hurt et al., 2002). All are typically mapped on both pre- and post-SMCRA mined lands, on slopes ranging from nearly level (<5%) to very steep (>50%). None of the established series include densic materials (highly compacted; bulk density
1.80 Mg m3) or the depth to the contact with these materials (Soil Survey Staff, 1999). It is logical to expect that topsoil substitutes emplaced by post-SMCRA reclamation activities would be compacted during grading. Daniels and Amos (1981) also observed highly compacted subsoil layers in pre-SMCRA mine soils which appeared to be primarily related to traffic by rubber-tired mining equipment such as loaders and haulers. However, densic materials were not defined or added to Soil Taxonomy until after many mine soil series were established.
None of the 20 soil profiles sampled on the Powell River Project area in 2002 contained more than 18% clay in the particle-size control section (Table 3). Mean clay content in the 20 pedons was about 10%, such that none of the pedons were classified within the Kaymine or Cedarcreek series. Soils fitting the criteria for the Sewell series were described in earlier work on the Powell River Project (Haering et al., 1993), but that series was not identified at that time. We were able to identify one of the 20 pedons we described and sampled as Sewell, and one as a possible Sewell taxajunct (Table 4). In the Sewell taxajunct, the dominant rock fragment type included brown siltstone as well as brown sandstone, and the soil was well drained. We were also able to classify three of the pedons as Fiveblock, and four as a probable new series that had higher pH in the control section than allowed for Fiveblock.
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Table 3. Weighted average soil pH in whole profile, and sand, silt, clay, and weight percentage rock fragments in particle-size control section (25100 cm, or 25 cm to bedrock, if <100 cm deep) for the 1980 and 2002 mine soil pedons. Four shallow or very shallow (<50 cm) soils sampled in 1980 were excluded. Rock fragment percentages were not compared statistically because of differences in methods of measurement between the two sampling years.
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We found seven pedons that were well drained and nonacid (pH > 5.5), coarse-textured (<18% clay in the particle-size control section), and contained <65% either gray or brown sandstone rock fragments in the particle-size control section. These pedons did not fit within the property ranges of any of the established series concepts currently being used in Virginia by USDA-NRCS. The Fiveblock and Sewell series were originally set up for use on mountaintop removal mines where selective overburden placement was practiced (Soil Survey Division, 2003), and may not be completely applicable to mine soils constructed in other mining situations, such as those found in post-SMCRA deep cut contour mining in southwestern Virginia. Thus, an unnamed, well-drained series with mixed rock type, <18% clay, and nonacid reaction was used in our final mapping legend (Table 5) and identified as Proposed Series I in map units 4B, 4C, 4D, 4E, and 4F (Table 6). Proposed Series I is similar in classification and properties (Table 2) to the Fiveblock and Sewell series, except for parent material and drainage class. It would be similar in use and management to those series even though its properties fall outside of their currently established ranges of properties. Alternatively, the new soils could be identified as a taxajunct to Fiveblock or Sewell, or the series ranges of those series could be expanded.
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Table 6. Typical pedon of Proposed Series I, described in 2002. Seven pedons of this series were described and sampled in 2002, and seven were described and sampled in 1980 (Location: 37°1'33'' N, 82°41'17'' W).
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All established mine soil series currently being used in the eastern USA are well drained or somewhat excessively drained. A somewhat-poorly drained mine soil series (Looneycreek) has been recently proposed for adoption in Buchanan County, VA (Haering et al., 2002), and significant areas of poorly to very poorly drained mine soils have been documented in the Powell River Project watershed (Atkinson et al., 1998). Although areas of poorly drained mine soils of up to 2 ha have been previously mapped with spot symbols (Ammons and Sencindiver, 1990), researchers working with reclaimed prime farmlands have noted that poorly drained mine soil series should be established (Indorante et al., 1992). Current regulatory concern over accurate wetland identification and jurisdictional wetland delineation requires that these areas be accurately delineated on soil maps wherever possible.
While determining pit locations in the 2002 mapping project, we intentionally located several pits in areas where wetland vegetation indicated that impeded drainage was present, and described two poorly drained and two very poorly drained pedons. The two poorly drained soils were described in areas where it appeared (based on landscape position and redoximorphic features), that water was removed so slowly that the soils either stay wet at shallow depths periodically throughout the growing season, or for long periods in other parts of the year (Soil Survey Staff, 1993). Vegetation on these poorly drained soils included common hydrophytic rushes (Juncus spp.) and/or sedges (Carex spp.), and the soils met hydric soil field indicators F3 and F8 (Hurt et al., 2002). The two very poorly drained mine soils were described as such because there was evidence that water remained at or very near the ground surface throughout most of the growing season. The vegetation on these very poorly drained soils was also dominantly hydrophytic, and there was a complete absence of previously seeded facultative upland grasses such as tall fescue. The very poorly drained soils met hydric soil indicators F3, F8, and F9. Both poorly and very poorly drained soils were located in minor (<1-m local relief) depressions formed during the final grading process, and were found in direct association with well-drained mine soils. Three of the four poorly to very poorly drained pedons we described were nonacid, but one poorly drained pedon with 60% gray sandstone had an average pH of 4.8, indicating that rock color was not always an accurate predictor of pH. The lower pH in this pedon was likely a result of the inclusion of small amounts of acid-producing materials with the gray sandstone overburden.
The poorly and very poorly drained mine soils are identified on the mapping legend (Table 5) as Proposed Series II in map unit 2B, and a typical very poorly drained pedon is described in Table 7. Proposed Series II was classified as a Typic Epiaquent, with mixed rock type, <18% clay in the particle-size control sections, and a nonacid reaction class (Table 2). The acid pedon we described would fall outside of the Proposed Series II range, but would be similar in use and management due to impeded drainage. Proposed Series II would be strongly dissimilar in use and management to the previously established and better drained mine soil series because of the poor drainage and long-term ponding.
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Table 7. Typical pedon of Proposed Series II, described in 2002. Three pedons of this series and one pedon of an acid taxajunct were described and sampled in 2002, and one was described and sampled in 1980 (Location: 37°1'30'' N, 82°40'17'' W).
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The presence or absence of densic materials in mine soils is not addressed in current mine series concepts. Research on reclaimed mine soils in Illinois, however, has shown that the presence of a compacted layer may be the factor that is most limiting to use and management for row crops (Indorante et al., 1992). We found densic materials within 70 cm in 11 of the 20 pedons described as part of the 2002 mapping. These were produced by compaction during grading of the land surface, and appeared to be more common in relatively level areas. Five of the 20 pedons contained a densic contact, including some of the poorly drained pedons, while the others contained readily identifiable densic materials in some part of the soil profile. A densic contact (Cd horizon) was described where densic materials were continuous around the pit face, the horizon was very firm or extremely firm in consistence, and fine roots (if any) were only found along coarse fragment faces. In some cases, the densic contact was underlain by loose, friable material with large bridging voids, indicating that the compaction process was limited to a certain depth below the surface.
Densic layers commonly occurred across both the proposed and established series that we observed in 1980 and 2002, and were present in approximately 50% of observed pedons (Haering et al., 2004). The presence of a densic contact is very important in mine soil management and should be reflected at some lower level of Soil Taxonomy. It is likely that compacted (densic), noncompacted, and deep-ripped soils will occur in close association and could fit within the same series range of properties once the distribution of the densic materials are properly specified. Soils with densic contact < 50 cm deep are placed into a shallow family because the densic contact is a root-limiting layer and limits soil depth class (Soil Survey Staff, 1999). After further investigation, it is likely that many new series may need to be established that are analogs of the current series, but with shallow densic contacts. Alternatively, the presence or absence of densic contacts could be recognized at the phase or family level when classifying mine soils. At the phase level, soil differences that affect use and management of a given series such as surface texture or flooding potential are accounted for. Mine soil series that contain shallow densic contacts but are later mechanically ripped could be handled as ripped phases.
Although we mapped this area at a relatively large scale (1:6000) in 2002, the mapping legend (Table 5) was relatively simple because only established mine soil series concepts were used, along with slope and stoniness phases, to establish mapping units. Data from the 20 profiles suggest that mine soil properties are highly variable over short distances. For example, we observed a pH range of 3.7 to 8.4 in two profiles 50 m apart. Rock color was equally variable, although particle-size distribution appeared to be less variable than rock color or pH. This high degree of close-spaced variability was recognized by designing certain map units as complexes of soils and miscellaneous land types (e.g., rock outcrop, water, etc.). Map units were developed by taking the composition of soil series and phases into account. Soil reaction (pH), particle-size, rock content and color, drainage class, as described and observed from the 20 soil profiles were used to separate series and phases. The mapped area included map unit consociations of Fiveblock (3B and 3C) and Sewell series (5B), dominated by a single soil and similar soils. The dominant map unit in the area was a complex of Proposed Series I and Sewell (units 4B, 4C, 4D, 4E, and 4F), since these areas contained dissimilar acid and nonacid mine soils. Rock outcrop is a miscellaneous land type that limits the use of soil in the mapping unit. Map unit 1F was a complex of Proposed Series I, Sewell, and rock outcrop, and was used to describe an area with a partially exposed highwall. Map unit 6E (Gilpin-Shelocta complex) was used to map small areas of remaining natural soils. The Gilpin and Shelocta series are both fine-loamy Typic Hapludults, and were identified as a complex because the Gilpin series is moderately deep while the Shelocta series is deep or very deep.
Almost all mine soils studied in 2002 were identified in the same taxonomic class at the family level (e.g., coarse-loamy Typic Udorthents). Mine soils were described and identified with Bw horizons, particularly in instances where the overburden was preweathered and the resultant mine soils were somewhat finer in texture (higher in silt). Those soils containing Bw horizons thick enough to qualify as cambic were then classified as Typic Dystrudepts instead. Further detail on cambic horizon formation in these soils is given by Haering et al. (2004).
Mine Soils and Mapping Concepts1980
Established mine soil series concepts were not available for use when the research area was first mapped in 1980, so we had to develop site-specific mine soil mapping classes from the criteria described in Table 2. The 1980 mapping was intended to be an Order 1 inventory of the mine soils on four bench levels that could be used to aid locating areas for intensive research on successful revegetation and postmining land use. Because of the detailed scale used (1:4800), and the very complex nature of the landscape mapped, many small (<1 ha) delineations were made, and numerous spot symbols for wetlands, tension cracks, and low pH areas (hotspots) were used (Fig. 2A). This combination of scale and local complexity of the highwallbenchoutslope landscape resulted in the development of over 40 field mapping units. These 40 units were compiled and reduced to 22 by combining units with similar composition of stoniness, depth, and rock-type criteria. However, no units were combined to permit a range of more than two classes within one criterion.
The mine soil mapping areas depicted in Fig. 2 are identical in map coverage, but obviously differ greatly in overall landform type due to remining between 1980 and 2002. The 1:4800 1980 mine soil map clearly indicates two narrow linear bench features separated by unmined (unmapped) natural ground. Since the mapping units were based on a combination of rock type, stoniness, depth, and slope criteria, rather than soil series, numerous map unit delineations were identified. In contrast, the 2002 soil map legend was based on conventional USDA-NRCS Soil Survey map unit criteria and series concepts, and therefore contained fewer delineations per area mapped even though it was mapped at a similar working scale (1:6000). Comparing Fig. 2a vs. 2b clearly indicates the effects of remining across time, as the vast majority of the landscape area shown in 2002 is comprised of mine soils while less than half of the 1980 landscape was mined lands.
In general, the profiles sampled in 1980 were significantly lower in pH and higher in clay (
= 0.05), and appeared to be lower in rock fragments than the profiles sampled in 2002 (Table 3). However, we were not able to rigorously quantify differences in rock fragment content because of the different rock fragment measurement methods used in 1980 and 2002. The lower pH and higher clay content of the 1980 mine soils was a result of a higher percentage of brown, preweathered, oxidized overburden than the 2002 soils.
While much of the central Appalachian coalfields landscape has been subjected to remining in the past 20 yr, mine soil landscapes similar to those that we described in 1980 still commonly occur throughout the region, and modern soil mapping and classification efforts must necessarily deal with both pre- and post-SMCRA landforms and associated mine soils. Although the original 1980 study area could obviously not be remapped in 2002 because it had been remined, descriptions and data from the 30 profiles characterized in 1980 were used to determine probable mine soil series classifications for individual pedons. We were able to assign tentative series designations to most of the pedons, even though the 1980 pedons generally had much more varied morphology and properties than the 2002 pedons, and the series were much more difficult to identify.
Five of the 1980 pedons were identified as Sewell series, and four met the requirements for Fiveblock series. We were also able to identify two pedons each as being Cedarcreek and Kaymine series. Seven of the 1980 pedons contained <18% clay, mixed rock type, and nonacid reaction, and fit the concept of our Proposed Series I. Three pedons had <18% clay, mixed rock type, and an acid reaction. These would either be identified as another new proposed series (which would be similar to Proposed Series I, but with an acid reaction), or treated as Sewell taxajuncts. One pedon formed primarily in carbolithic material (oxidized coal), and was identified as the Itmann series, a loamy-skeletal, mixed, acid, mesic Typic Udorthent that is formed in coal processing wastes.
Four of the profiles on the middle portions of benches were shallow or very shallow to rock. It appears that shallow mine soils are relatively common on older pre-SMCRA (highwallbenchoutslope) landscapes. However, all current series concepts are for deep (>100 cm) soils. These shallow soils should be identified as new series and mapped in consociations or complex map units because they are dissimilar to deeper soils and have use limitations. There were also four somewhat poorly to poorly drained pedons described, all with acid reaction, located on benches. Although these soils with impeded drainage would limit building construction, that is an unlikely land use on these older mined areas.
Fifteen out of the 30 pedons described in 1980 contained densic materials (
1.8 g cm3 bulk density) and a densic contact within 70 cm of the soil surface. Densic contacts occurred across all series and in about half of the described pedons. These compacted soils were most often located in the middle of benches, but were observed to occur in all positions on the bench itself as a result of equipment traffic. Plant rooting was either completely limited by these compacted layers, or was confined to coarse fragment faces.
Weak Bw horizons have been described in some older Appalachian mine soil pedons, usually because they contain more evident soil structure (Haering et al., 1993, 2004). Some Bw horizons also meet the color, thickness, and depth requirements for cambic horizons (Ciolkosz et al., 1985), and the soils qualify then as Inceptisols. Currently, however, there are no established Inceptisol mine soil series, so these soils would be treated as nonlimiting taxajuncts to existing mine soil series. Distinct Bw horizons with moderate structure were described in six of the pedons described in 1980, although these were ignored in our tentative classifications. Although these horizons contained a structure which was more evident and stronger in grade than that in the adjoining A and C horizons, none of them met the texture change requirement, and only two of them met both the depth and relative color difference requirement for cambic horizons. Mine soils often form subsoil horizons in layers of different spoil types, so these relative color differences my have resulted from different parent materials rather than from soil development.
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CONCLUSIONS
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The mine soil series concepts currently being used in Virginia adequately described mine soil particle-size class, soil texture, and pH of the mine soil profiles characterized in the 2002 and 1980 classification and mapping projects. Soil pH was so variable within short distances, however, that it was not used as a mapping criteria in 1980, and it was necessary to use complexes of soils with different pH values in most of the 2002 mapping units. We observed soils with drainage class and rock type and color properties that were well outside of the range of established mine soil series. We proposed a new series to cover these soils.
In mine soils constructed both before and after SMCRA, we found poorly and very poorly drained mine soils that would not be covered under any of the currently established mine soil series and associated interpretive frameworks. These soils are currently mapped with spot symbols, or listed as map unit inclusions due to their small extent. Most of these soils occurred in a complex with well drained mine soils in microdepressions on nearly level landforms created during grading in the post-SMCRA mine soils, and on benches in the pre-SMCRA areas. However, occasionally these areas do exceed several contiguous hectares in size, and are too large to be spot symbols or map unit inclusions. We proposed another new series that would include these poorly and very poorly drained soils.
Half the mine soils in both the 2002 and 1980 mapping projects contained densic materials in their C horizons. We did not propose a new series to cover mine soils with densic contact, since densic materials were found across all of the established and proposed series we used to classify these mine soils. However, since a densic contact affects soil depth and postmining land use considerably, we feel that the presence or absence of densic materials should be addressed at the series level in the future classification of these soils. Remediated (ripped) areas could be identified at the phase level for mapping purposes.
Mine soils in this study constructed before SMCRA were generally finer-textured (>14% clay) and lower in pH (<5.5) than post-SMCRA mine soils. This is likely a result of the fact that the pre-SMCRA mine soils formed primarily in oxidized, preweathered overburden. The larger percentage of unoxidized, unweathered, overburden parent material in the post-SMCRA soils is a result of improvements in mining efficiency that allows mine operators to take wider and deeper cuts into harder, unweathered overburden strata.
The current surface coal-mined landscape of the central Appalachians contains a complex mixture of landforms similar to those mapped by this project in 1980 and 2002. The older, pre-SMCRA landscapes are particularly complex due to their combination of narrow bench and highwall landscapes with intervening undisturbed forested sideslopes. When mapped at an Order 1 level of detail, such as in this study, this inherent landform variability can be accounted for and delineated using current USDA-NRCS Soil Survey procedures, or via site-specific application of the older USDA-SCS criteria that were commonly used before the mid-1980s. The mine soils found on these older (pre-1980) landscapes are likely to be much more variable in important properties such as depth to rock, densic contact, spoil type, and reaction class than those produced by more modern mining methods. The larger scale of disturbance associated with post-SMCRA mining often entails the simultaneous removal of multiple seams and occasionally entire ridge systems, resulting in much more uniform post mining landscapes with respect to surface contours. However, our detailed pedon analysis in 2002 still revealed significant close-spaced variability in fundamental soil properties such as occurrence of densic contacts and poor internal drainage important to effective land use interpretations.
Overall, the use of large map scales (
1:12000) is essential to delineate and accurately portray the local complexity of these lands, particularly those created before the passage of SMCRA in 1977. On these older mined lands, the narrow and sinuous nature of the characteristic highwallbenchoutslope landscape, coupled with the frequent inclusion of relatively narrow (<150 m; see Fig. 2a) strips of undisturbed lands between mining benches, is very difficult or impossible to delineate at conventional soil mapping scales (e.g., 1:24000).
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ACKNOWLEDGMENTS
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This study was funded by the Powell River Project, a cooperative effort of Virginia Tech and the southwest Virginia coal industry. We gratefully acknowledge the assistance of Jeff Thomas and David Wagner of USDA-NRCS; Patricia Donovan of the Virginia Tech Crop and Soil Environmental Sciences GIS Lab; Jon Rockett and Danny Early of the Powell River Project; W.T. Price, Ron Alls, Steve Nagle, and the staff of the Virginia Tech Soil Survey Lab; Amanda Burdt and Kelly Smith of the Virginia Tech Department of Crop and Soil Environmental Sciences; and Dan Amos for initiating this research program.
Received for publication December 24, 2003.
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