Case Study: mine subsidence, CSM

For decades, the west side of the Colorado School of Mines (CSM) main campus had subsidence issues related to historical mining activities. At one point, in the 1990s, one of the married student housing units in that area was so badly damaged that it was condemned. In the early 2000s, after the school converted the subsidence-prone area into intramural-athletic (IM) fields, ongoing subsidence-related issues were still being reported.

Clay mining in Colorado dates back to the mid-1800s and Golden was a particularly good location for clay found in the Laramie Formation. This clay has been used for a variety of industrial purposes over the years including construction (bricks, structural tiles, sewer pipes), terracotta, refractory clays, and earthenware. The mining of kaolinitic claystones in what was later to become the western area of the Mines campus left backfilled/collapsed mine workings and the possible presence of underground void spaces. To complicate matters, that same area was also the site of coal mining in the 1880s and 1890s. In particular, the Pittsburg Coal Mine entry shaft may have been located in the vicinity of one of the observed subsidence features. This mine reportedly operated between 1876 and 1880, but is un-recorded by the State. The mining operations were thought to be on three levels at depths of 100, 150, and 225 feet running parallel to the mountains.

The condition of the Rockwell clay mine immediately south of the CSM campus and 19th Street along US 6 in 1977 before more recent reclamation as a golf course. Note the near-vertical dip on the up-turned sedimentary layers. The green area to the top left is part of the IM field where the subsidence occurred in the 2000s. Photo credit: Colorado Geological Survey.
The condition of the Rockwell clay mine immediately south of the CSM campus and 19th Street along US 6 in 1977 before more recent reclamation as a golf course. Note the near-vertical dip on the up-turned sedimentary layers. The green area to the top left is part of the IM field where the subsidence occurred in the 2000s. Photo credit: Colorado Geological Survey.
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Case Study: Rockfall – Manitou Springs

[ED: This brief report from 1995 was written by Jon White, (Senior Engineering Geologist, emeritus). It looks at a specific rockfall situation in the central Front Range town of Manitou Springs. There are hundreds of similar instances like this where gravity rules in mountainous terrain. Geotechnical solutions are of some help in the long-term scale of the hazards, but are extremely expensive to implement. Development pressures that are affecting building in areas threatened by natural disasters—of small and large scale—continue apace in the US West.]

Manitou Springs occupies a narrow valley where Fountain Creek emerges from the foothills northeast of Pikes Peak and west of Colorado Springs. The valley slopes are composed of interbedded resistant sandstone and conglomerates (i.e., gravelly sandstone), and weaker mudstones and shale. The outcropping sandstone is most prevalent on the steeper slopes on the north side of the valley.

During the wet spring of 1995, rockfall and landslide incidents increased throughout Colorado, some resulting in fatalities. In Manitou Springs, a fortunate set of circumstances occurred before the Memorial Day holiday weekend when local residents observed the movements of a large, dangerous block of rock before it actually could fall. The observation set into motion an emergency declaration by the town, resulting in a compulsory evacuation of homes located below the rocky slope, the closing of the road in the area, and an immediate rock stabilization project. During this emergency situation, the Colorado Geological Survey was asked to provide expert assistance to help stabilize the rock. The emergency evacuation decree remained in effect until the rock was stabilized and the area subsequently declared safe.

The ledge of jointed sandstone along with several large displaced blocks is seen at the center of the image. Photo credit Jon White.
The ledge of jointed sandstone along with several large displaced blocks is seen at the center of the image. Photo credit Jon White.
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