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PERMFILE52447
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PERMFILE52447
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Last modified
8/24/2016 10:56:13 PM
Creation date
11/20/2007 3:19:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 45 Fish Creek AVF/Stream Study Hydrologic Analysis
Media Type
D
Archive
No
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.lwgiat 1991 Gypna 7LC •Arulyrir of.Lrbridencr Efferu on Hydrdogy • 3R <br />• The potential oaurrence of rubsidence rocks is another feature that could disrupt rurface and <br />shallow groundwater regimes. Recent experience from Ohio and West Virginia, rupported by <br />other experience gained from mines in the Somerset and Paonia, Colorado areas, indiates that <br />rubsidena cndu may develop in area of low overburden thickness and on bedrock outcrops. <br />Ongoing subsidence monitoring for the Foidel Creek Mine did not indiate any visible rurface <br />uadss in the undermined area. <br />The occurrence of subsidence sacks on the surface may not necessarily rerult in mine inflows <br />when a surface water body is disrupted. Studies by various authors such u Orchard (1969, 1975) <br />in Great Britain, Williamson (1978) in Australia, and Hydro-Geo Consultants, Inc., in West <br />Virginia (1991) and Ohio (1988), indiate the rubsidence cracks are limited in depth by the <br />development of compressive stresses repladng the tensile stresses that cause surface fracturing. <br />The depth of rurface rubsidence cracks due to tensile strew does not typially ezceed 50 feet. <br />Depth, extent, and size of surface tension a~acks would be limited in the unconsolidated <br />sediments of the Fish Creek AVF. <br />Subsidence cracks occurring across a stream dtannel could result in disruption of streamflow. <br />Due, however, to the presence of thick, fino-grained sedimenu in and underlying the Fish Creek <br />streambed within the study area, signifiant surface cracking is not antidpated, and any sacks <br />which do develop should be reduced u subsidence movement relieves assodated stresses. <br />Fractures in the fine-grained sediments will collapse and fill due to the weight of overlying <br />materials, and settlement and consolidation of partides deposited in fracture voids by natural <br />surface and groundwater action. Given these considentioas, no significant flow impacts are <br />antidpated. <br />• 2.2 IMPACTS ON SURFACE WATER QUALITY <br />Impacts on surface water quality due to rubsidence an develop for the following reasotu: <br />• Changes in the land rurface within the drainage area and changes in stream <br />gradients <br />Change in groundwater quality in cares of gaining streams <br />Changes in land surface and stream gradient can affect weer quality by inaeuing sediment load. <br />Significant increases in stream gradient may rerult in increased flow velodties and, therefore, <br />increased erosion potential. The potential for surface water quality changes is ezpressed by the <br />Universal Soil Loss Equation (Wisdtmeier and Smith, 1978) which is relatively insensitive to <br />minor loalized changes in rurface slope of the magnitude projetxed for rubsidena areas. The <br />potential for impacts on surface water quality due to dtanges in groundwater quality is <br />insignificant, espedally in cues where only a small part of the s[reamflow is being redtarged <br />from the bedrock adjacent to the alluvial valley floor. This is believed to be the case in the <br />study azea. <br />3.0 IMPACTS ON GROUNDWATER <br />Longwall mining (and, to a lesser eztent, partial extraction) of coal seams cruses collapse, <br />• fracturing, bed separation, and bedding plane slip in the roof straw above the seam. All of these <br />impacts on the overlying strata can result is dtartges to surface and groundwater if a major <br />water resource is within the limits of the disturbance. The venial limit of disturbance depends <br />~' 0'6''`„„ M A CZ /nt. • P.O. Boz 771018 • Sttambart Springr, Colorrdo 80!77 • (303J879d260 <br />
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