Laserfiche WebLink
-40- <br />Cumulative N drologic Impact AcrceaHnent -Ground Flate-' (COnt'd) <br />Subsidence <br />The impacts of subsidence due to mini~iu can be expected to vary in magnitude and <br />extent. This variation will result from a combination of numerous natural <br />phenomenon and from the effects induced by underground mining. Surface water <br />and ground water can both be influenced by differences in timing of mining and <br />the physical environment. It is assumed that all mining will result in <br />subsidence at some future point in time, although surface manifestation may <br />require many years to occur. Therefore, control and prediction of subsidence <br />are critical, necessary measures, which should be implemented before and during <br />any mining activity. <br />Natural phenomena which influence subsidence are: <br />- Depth of overburden; <br />- Thickness of the coal seam; <br />- Stratigraphy, lithology and structure of the overburden; <br />- Topography; and <br />- Lithology of the floor strata . <br />Mining activities which affect subsidence are: <br />- Size, shape, depth, location, and areal extent of workings; <br />- Rate of development and extraction of resource; and <br />- Mining methods. <br />The possible impacts of subsidence include: <br />- Modification of surface water hydrology - channel and watershed geometry <br />and sediment erosion rates; <br />- Modification of ground water hydrology - changes in spring discharge, <br />aquifer characteristics and recharge; <br />- Loss of water from surface impoundments due to disruption by surface <br />cracking; and <br />- Increase in surficial mass movement activity -landslides and rock <br />falls. <br />Natural physical influences upon subsidence can be controlled to the extent that <br />mine plans can be designed to avoid obvious hazards (e.g. shallow openings beneath <br />perennial streams, landslide bodies, impoundments, etc.), or to limit subsidence <br />in accordance with the current state-of-the-art of ground control (engineered <br />control of roof and pillar failures in mines). Subsidence prediction and ground <br />control engineering are not definitive sciences. Design engineering concepts <br />must be verified through continuous monitoring (surface topography, ground water <br />hydrology and surface water hydrology) and observation. <br />Evaluation of the impacts of subsidence upon hydrologic systems requires the <br />collection of extensive monitoring data consisting of surface water and ground <br />water monitoring (quantity and quality), precipitation gaging, evapotranspiration <br />rates, geological mapping, topographic surveying and recording of mine inflow <br />discharge and consumption rates. The monitoring data should be updated continuously <br />as mining Frogresses to improve engineering control design parameters or to mitigate <br />any unexpected subsidence occurrences. (Such procedures are necessary at each <br />mine within the Somerset Coal Field in order to coordinate a comprehensive subsidence <br />control plan.) This monitoring is now being required of operators thrc~~gh <br />the Colorado Permanent Regulatory Program permitting process. It should be noted <br />that no r.~o,~itoring is required at the Blue Ribbon :line due to the absence of <br />structures or reno~~able resource lands. <br />