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• Three areas were affected. There were a number of small slumpong the access road leading <br />` into the quarry. There was also a slump of a reclaimed area on the south end of the quarry. But the <br />major damage was a huge mudslide and slope failure of a fill slope above the roadway leading from the <br />office to the quazry. Many hundreds of cubic yards of fill became saturated due to accumulation of <br />water in the plant area. This basically liquefied the fill material causing it to flow across the road. <br />No damages outside the permit azea occurred as all of the mud flow was contained within <br />existing sediment control structures. However, it took many days to remove the material. The <br />material was deposited on the salt dome structure to be used by the City of Colorado Springs. That <br />structure is essentially completed now rather than seeing a slow expansion over the next few years. <br />Interestingly, slopes highly similar to the one that failed showed no effects from the storm. <br />The failure was due co a localized topographic configuration behind the slope which caused extensive <br />seepage into the slope. Other slopes that showed no effects had much better drainage. <br />This entire area will need to be repaired in the future, but due to continued seepage and high <br />levels of moisture in the non-failed slope areas no repair can be done until the entire slope dries out <br />more. When repair is effected a different drainage pattern will be established behind the slope so a <br />repeat event will not occur. <br />1996/97 Reclamation <br />(Wording same as 1998 report): Reclamation during the past yeaz has concentrated on <br />revegetation work on the new mining azeas. If the reclamation azea on Map 2 is compared with the <br />Mining area on Map 1 the considerable overlap is evident. This is the result of using the new approach <br />to reclamation of benches, that is, immediate backfilling and topsoiling of benches as they are <br />completed. Although, as expected, bench collapse is still occurring, the effects of those events on <br />reclamation aze minimal. This is because the ingredients for reclamation aze already in place when the <br />collapse occurs and repair occurs rapidly. In effect, the progress of the reclamation and the quality of <br />that reclamation is very nearly as expected and described in the last amendment for this operation. <br />A total of 6.6 acres of reclamation was done at this quazry in the last year, about the same <br />amount as was done in the previous year. All of this involved reclamation of actual quarried land <br />rather than land in the support area as has occurred in the past. As benches are completed, fill and soil <br />is placed on the benches. Late in the permit year the CMRF planted Douglas Fir seedlings throughout <br />the newly reclaimed area except on the benches. Nearly all of the seedlings planted in the last year <br />were part of the Enhanced Reclamation with only a very small number attributable to requirements <br />under Base Reclamation. Seeding of the newly reclaimed land occurred just prior to tree planting to <br />avoid adverse impacts of trampling on seedlings and to allow trampling to further bury the seed. <br />UPDATE 1999: No additional reclamation was implemented in the last yeaz as no <br />land was available to be reclaimed. <br />1999/2000 Affected Land <br />It is not expected that during the next year any additional land will be disturbed. Mining is <br />proceeding down the slope below Peak N3 and is slowly extending in the direction of the south end of <br />the quarry. Mining in the south area of the quarry has begun but is mostly preparatory rather than <br />productive. A yellowish colored limestone that is marginally good for concrete aggregate is being <br />marketed for landscape purposes. This reduces the amount of poor quality rock that must be <br />stockpiled. Areas to be mined in the next year will be similar to those mined in the previous year. <br />Annual Report Pikeview Quarry 98/99 M-77-211 Page 2 <br />