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REP15867
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REP15867
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Last modified
8/24/2016 11:45:19 PM
Creation date
11/27/2007 1:44:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Report
Doc Name
STABILITY ANALYSIS CAMEO REFUSE DISPOSAL AREA 1 POWDERHORN COAL CO CAMEO COLO FEB 1994 ADDENDUM May,
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
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A significant part of the purpose of the current investigation <br />is to try and provide an explanation for the erratic nature of the <br />water levels measured in the existing wells. There are two <br />conditions which prevent accurate representation of the pore <br />pressures based on a single phreatic surface: <br />1.) The phreatic surface topography previously described <br />depicts high points and ridges which indicate either <br />numerous moisture sources or extremely variable <br />subsurface conditions, either of which would prevent <br />accurate representation of pore pressures with a single <br />phreatic surface. <br />2.) In earlier paragraphs, the probable existence of numerous <br />distinct aquifer zones as evidenced by widely varying <br />water levels measured in multiple wells, located in the <br />same vicinity, was discussed. Obviously, a single <br />phreatic surface could not reasonably represent pore <br />pressures in such a heterogeneous situation. Examination <br />of the pattern of water levels indicated by measurements <br />taken in the existing wells along with the surface <br />observations indicates the possible existence of at least <br />three and possibly more distinct aquifer zones as <br />follows: <br />a) Wells B1-3, P-3T, P-2T, P-1T2, B2-2, B2-3, BO-2 & <br />BO-3 to the north and B2-1, B2-4, B1-1 & P-la to the <br />south, all extend either very close to or into the <br />natural alluvium foundation. Therefore, it would be <br />expected that the water levels in these wells would be <br />influenced by, if not controlled by, pore pressures in <br />the alluvium material. In many cases, these wells show <br />levels lower than nearby companion wells which don't <br />extend into the foundation alluvium. There is a very <br />curious anomaly in the vicinity of well P-1. Well P-1T2 <br />extends into the alluvial foundation and shows the <br />pattern described above of water levels lower than nearby <br />wells which do not extend into the foundation. However, <br />the level in that well (P-1T2) is elevated above what <br />would be expected based on other piezometers which extend <br />into the foundation. In the northern and southern areas <br />of the pile, the water levels measured in wells which <br />extend into the foundation show a sloping trend that <br />somewhat follows the slope of the underlying original <br />ground surface. This indicates the possibility that the <br />alluvium may control pore pressures in this zone. <br />b) Wells with tips above the refuse/foundation contact <br />generally exhibit water levels higher than companion <br />wells which extend into the foundation, indicating that <br />the foundation alluvium aquifer may be separated from the <br />refuse material by a low permeability boundary. The fact <br />11 <br />
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