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2009-07-15_REPORT - M1988044 (2)
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2009-07-15_REPORT - M1988044 (2)
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Last modified
8/24/2016 3:48:47 PM
Creation date
7/16/2009 8:41:33 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988044
IBM Index Class Name
REPORT
Doc Date
7/15/2009
Doc Name
Annual Status Report
From
Schmidt Construction Company
To
DRMS
Email Name
JLE
Media Type
D
Archive
No
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MINING ACTIVITY IN THE LAST YEAR: <br />1. Depth of mining - In the last year, mining depths were extremely variable due to the <br />spotty and highly variable configuration of the remaining sand. In many instances, mining <br />depth was quite deep, but also very large amounts of overburden and waste (wash fines) were <br />generated. The waste is mostly located near the plant and comes from pond cleanings. Soils <br />were exceptionally deep in some places which generated large volumes of soil for backfilling. <br />Much of this soil is from deeper horizons and therefore of limited value for reclamation uses <br />other than for filling. All mining was in compliance with the depth requirements. <br />2. Backfilling - Backfilling of mined areas has increased tremendously in the last year as a <br />result of reaching the edges of deposits. As described in the plan, mining continues in a <br />deposit until the mining limit is reached or the deposit ends. Many of the areas that were <br />previously mined had no remaining sand present and were completely backfilled and graded. <br />Most of the backfilling occurred on the high area of the upland and to the south of the 2008 <br />seeded land. At this time, there are no longer any extensive areas of working faces or <br />highwalls. They have all been reduced and either completely reclaimed or backfilled and <br />rough graded. <br />A. Depth of backfilling - With the large amount of overburden and soil as well as waste <br />from processing the low grade sand that has been mined recently, backfilling was so <br />great in many areas not only did the original topographic configuration essentially <br />return, but the elevation differences with the original were also small. Normally, there <br />would be more difference in elevation, but with so much low grade sand being <br />removed, not a great deal of volume difference occurred. As a result, when all the <br />useless material is replaced it results in almost a restoration of the original surface <br />form. <br />B. Material used in backfilling - Most of the backfilling done has used overburden <br />and subsoils stripped from the site where the filling is being done or at least sites that <br />were near enough to the backfilling that it is still considered to be original material. <br />This is consistent with the method of operation described in the plans. Other sources <br />of material include wash fines from processing plant pond cleaning. <br />C. Maximum, minimum, and average slopes - Finished slopes in all the backfilled, <br />graded and topsoiled areas are rarely even close to the 5:1 limit. Most are in the 7:1 to <br />15:1 or less steep range. The average for backfilled areas in the last year is probably <br />about 20:1 with many areas nearly level and steeper slopes being tip to 5:1 over small <br />areas. Even backfilled and rough graded areas do not have slopes steeper than 3:1, <br />except over small distances and there are large quantities of overburden and soil to be <br />moved into those areas before they are completed. <br />D. Deviation from original elevation for new backfilled land - As mentioned above, in <br />areas reclaimed this year, the deviations from the original elevation amounts to only a <br />few feet and when compared to the original topography map it is hard to even <br />Status report for 2009 due July 15, 2009 Page 7 of 10
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