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s <br /> <br /> <br /> <br /> <br />' times the magnitude that has commonly been observed in these areas over the past <br />ten years, the magnitude is still relatively low. The site inclinometers, as discussed in <br /> the following section, do not indicate slope displacement greater than instrument error <br /> for a similar monitoring period, because they are not located in either area where <br />' displacement occurred. The small slump at the east wall of the South Pit does not <br /> present any risk to personnel or monitoring activity. The northeast corner of the North <br /> Pit is the area where the two 1983 slope failures took place. <br /> i <br /> e North Pit and the slump above the east wall of the <br />In 2008, the northeast corner of th <br /> South Pit will be inspected as soon as the areas are free of snow and again after the <br />' summer rains. The slump above the east wall of the South Pit will be repaired this <br /> summer by re-grading to a more stagy ble configuration that allows optimum drainage and <br /> minimal infiltration of surface water! <br /> Table 1 2006-2007 Survey Monument Displacement <br />11 <br /> <br />iJ <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Monument ID Displace <br />ft ent Dip Direction <br />de Dip Angle <br />de <br />1942 0.29 ~i ~ 239 -38 <br />198-2 0.10 307 6 <br />C941 0.33 ~ ~~ 232 -31 <br />MP-08 0.22 ~ p 242 -16 <br />MP-12 0.35 I ; 243 -22 <br />MP-18 0.64 j . 246 -20 <br />MP-23 0.45 ~ ~i 244 -13 <br />MP-24 0.33 I. 249 -23 <br />MP-25 0.31 ~ h 240 -38 <br />MP-26 0.26 I' 249 -48 <br />MP-27 0.43 '; 245 -44 <br />MP-28 0.34 !' 235 -21 <br />MP-29 0.42 '~ 239 -14 <br />MP-34 0.39 224 -26 <br />MP-35 0.46 238 -26 <br />MP-36 . <br />0.46 241 -26 <br />MP-37 0.49 ~ 238 -6 <br />MP-38 0.50 ~i 220 -3 <br />MP-43 0.13 175 26 <br />MP-59 0.20 I~ 313 -12 <br />MP-63 0.47 !, 258 5 <br />Pitch Reclamation Project <br />Colorado Mined Land <br />Reclamation Board <br />2007 Annual <br />Reclamation Report <br />11 <br />