Download Guidebook as .pdf (2.2 Mb) - Carolina Geological Society

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______________________________________________________________________________________ 2008 annual meeting – Spruce Pine Mining District: Little Switzerland, North Carolina ______________________________________________________________________________________ STOP No. 2 -- Crabtree Meadows Rock Slide – June 15, 1999 rock slide in interlayered metagraywacke and schist of the Alligator Back Formation near Crabtree Meadows. By: Rick Wooten, Rebecca Latham, and Bart Cattanach. Leaders: Rick Wooten, Bart Cattanach Location: GPS latitude 35.81442 N, longitude 82.13971 W; approximately 0.2 mi (0.3 km) northeast of Crabtree Meadows. PURPOSE: To observe lithologic and structural features in bedrock related to rock slope instability in a road cut through interlayered metasedimentary rocks of the Alligator Back formation. WARNING: Be extremely careful around the rock cut. Rock slides and rock falls may occur suddenly without warning. Background. The June 15, 1999 rock slide at this location blocked the Blue Ridge Parkway (the Parkway) for several days (Fig. 1). Rockslide debris included one intact block estimated to have weighed about 800-1,000 tons (725-907 metric tons) (A.Glover, personal communication). Periodic slope movements, primarily rock slides and embankment failures that make the Parkway impassable are costly to repair, and adversely affect communities that depend on income from tourism along the Parkway. Figure 2 shows the stop location on the Parkway, and other mapped slope instability features in the vicinity. Identification and analysis of rock slope stability was a major part of the geologic and geohazards studies recently completed by the North Carolina Geological Survey (NCGS) along the North Carolina segment of the Parkway. That inventory identified 172 pastactive or active slope movements including rock slides, rock falls, weathered-rock slides, embankment failures, and debris flows, as well as 138 locations (57 of which are also active or past active and 81 that have no known history of failure) that have the potential for future rock slides and rock falls. Rock slope failures occur for the most part along cut slopes and are generally confined to the Parkway corridor. Some of the inventoried embankment failures are subsiding roadway segments marked by arcuate cracks in the pavement. Other embankment failures, however, mobilized into debris flows triggered by rainfall from the remnants of Hurricane Frances in September 2004. A number of these roadway failures traveled down slope significant distances causing damage on land administered by the U.S. Forest Service (Collins, 2007). Description. Figure 3 shows the current slope configuration along with structural and lithologic features that relate to the rock slope stability. Rock slope data were provided to the National Park Service in this format with the image and explanatory data hot linked to ArcGIS data layers showing point locations of observed instability features. Other examples of these rock slope stability assessments along the Parkway are given in Latham and Wooten (2005). Here, an undulatory dominant foliation parallels ______________________________________________________________________________________ Page 63 ______________________________________________________________________________________

______________________________________________________________________________________ 2008 annual meeting – Spruce Pine Mining District: Little Switzerland, North Carolina ______________________________________________________________________________________ compositional layering and dips generally about 30-45 degrees to the southeast out of the cut face. This surface forms the basal slip surface of the rock slide along thin schistose layers within metagraywacke and schistose metagraywacke. Northwest-striking fracture sets that dip steeply northeast form planar segments of the left-lateral release surfaces of the rock blocks along the northeast side of the slide scar. The degree of weathering of rock masses relates to their strength and permeability; therefore, rock weathering classifications (in accordance with Williamson, 1984) are provided. Most of the rock at this location is weathered to the stained state. Exposed along the middle of the scar is a partly- to completely-decomposed graphitic, quartz, muscovite schist interlayer that is remoldable with hand pressure. A line of vegetation marks this zone of preferential weathering and seepage (Fig. 3). Seepage from this zone probably contributed to destabilizing pore-water pressure along the basal failure surface of the rock slide. Acid-Producing Potential. Acid-producing rocks are common in the western and central Blue Ridge. Bryant and others (2003) summarize many of the geotechnical problems associated with acid-producing rocks. Acid runoff can occur when these rock types are freshly exposed accelerating the weathering and hydrolysis of sulfide minerals such as pyrite and pyrrhotite. Acid-producing rocks can also be a factor contributing to slope instability. Schaeffer and Clawson (1996), and Douglas and others (2007) reported means to identify and treat acid-producing rock types encountered in road construction. Bogucki (1976) and Clark and Ryan (1987) reported debris slides and flows, and Wooten and Latham (2004) reported embankment failures that mobilized into debris flows related to acid-producing rocks. NCGS studies along the Parkway included identification of sulfide-bearing lithologies that are potentially acid producing. Selective sampling and testing of rock exposures suspected of having acid-producing potential helped quantify the range of acid-producing potential. Results of net neutralization potential (NNP) testing (Fig. 4) show lithologies within the major map units identified as having acid producing potential. A metagraywacke layer exposed at the northeast part of the outcrop at this stop (Fig. 5, CER-002 in Fig. 2) was tested because the iron-oxide staining and gypsum blooms on the weathering surface are characteristic of weathering sulfide minerals, chiefly pyrite and/or pyrrhotite. The graphitic muscovite schist exposed in the slide scar was not tested because of its advanced weathering state; however, it is likely that it contains significant sulfide minerals in the stained and visually fresh weathering states as do several other graphitic schist units exposed along the Parkway (Fig. 4). The advanced weathering, and hence the permeability of the schist layer here, may be due in part to the presence of sulfide minerals. Summary. Here as in many rock slope failures along the Parkway, several factors combine to result in rock slope instability: Ductile structural features like foliation and compositional layering that define the slide surface dip toward the roadway and are ______________________________________________________________________________________ Page 64 ______________________________________________________________________________________

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2008 annual meeting – Spruce Pine Mining District: Little Switzerland, North <strong>Carolina</strong><br />

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compositional layering and dips generally about 30-45 degrees to the southe<strong>as</strong>t out of the<br />

cut face. This surface forms the b<strong>as</strong>al slip surface of the rock slide along thin schistose<br />

layers within metagraywacke and schistose metagraywacke. Northwest-striking fracture<br />

sets that dip steeply northe<strong>as</strong>t form planar segments of the left-lateral rele<strong>as</strong>e surfaces of<br />

the rock blocks along the northe<strong>as</strong>t side of the slide scar.<br />

The degree of weathering of rock m<strong>as</strong>ses relates to their strength and permeability;<br />

therefore, rock weathering cl<strong>as</strong>sifications (in accordance with Williamson, 1984) are<br />

provided. Most of the rock at this location is weathered to the stained state. Exposed<br />

along the middle of the scar is a partly- to completely-decomposed graphitic, quartz,<br />

muscovite schist interlayer that is remoldable with hand pressure. A line of vegetation<br />

marks this zone of preferential weathering and seepage (Fig. 3). Seepage from this zone<br />

probably contributed to destabilizing pore-water pressure along the b<strong>as</strong>al failure surface<br />

of the rock slide.<br />

Acid-Producing Potential. Acid-producing rocks are common in the western and<br />

central Blue Ridge. Bryant and others (2003) summarize many of the geotechnical<br />

problems <strong>as</strong>sociated with acid-producing rocks. Acid runoff can occur when these rock<br />

types are freshly exposed accelerating the weathering and hydrolysis of sulfide minerals<br />

such <strong>as</strong> pyrite and pyrrhotite. Acid-producing rocks can also be a factor contributing to<br />

slope instability. Schaeffer and Clawson (1996), and Dougl<strong>as</strong> and others (2007) reported<br />

means to identify and treat acid-producing rock types encountered in road construction.<br />

Bogucki (1976) and Clark and Ryan (1987) reported debris slides and flows, and Wooten<br />

and Latham (2004) reported embankment failures that mobilized into debris flows related<br />

to acid-producing rocks.<br />

NCGS studies along the Parkway included identification of sulfide-bearing lithologies<br />

that are potentially acid producing. Selective sampling and testing of rock exposures<br />

suspected of having acid-producing potential helped quantify the range of acid-producing<br />

potential. Results of net neutralization potential (NNP) testing (Fig. 4) show lithologies<br />

within the major map units identified <strong>as</strong> having acid producing potential. A<br />

metagraywacke layer exposed at the northe<strong>as</strong>t part of the outcrop at this stop (Fig. 5,<br />

CER-002 in Fig. 2) w<strong>as</strong> tested because the iron-oxide staining and gypsum blooms on the<br />

weathering surface are characteristic of weathering sulfide minerals, chiefly pyrite and/or<br />

pyrrhotite. The graphitic muscovite schist exposed in the slide scar w<strong>as</strong> not tested<br />

because of its advanced weathering state; however, it is likely that it contains significant<br />

sulfide minerals in the stained and visually fresh weathering states <strong>as</strong> do several other<br />

graphitic schist units exposed along the Parkway (Fig. 4). The advanced weathering, and<br />

hence the permeability of the schist layer here, may be due in part to the presence of<br />

sulfide minerals.<br />

Summary. Here <strong>as</strong> in many rock slope failures along the Parkway, several factors<br />

combine to result in rock slope instability: Ductile structural features like foliation and<br />

compositional layering that define the slide surface dip toward the roadway and are<br />

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Page 64<br />

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