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INSPEC35025
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INSPEC35025
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Last modified
8/24/2016 9:37:14 PM
Creation date
11/18/2007 10:49:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977210
IBM Index Class Name
Inspection
Doc Date
2/3/1986
Doc Name
RESPONSE TO INSPECTION REPORT FOR 12/20/85 OF THE SNYDER QUARRY FN M-77-210
From
MARK HEIFNER
To
MLR
Media Type
D
Archive
No
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Page 2 <br />Feb. 3, 1986 <br />C. Farrell <br />Insp. Resp. <br />Snyder <br />In future operations, we will be stripping soil back of the limit <br />of excavation so that soil lass is minimized. Of course, the soil which <br />currently rests along the tops of the highwalls will probably not tie <br />able to be saved because operating equipment that close to the top of a <br />wall is rather dangerous, to say the least. However, we will go bs.ck a <br />safe distance behind the edge and start the new stripping procedure. <br />3. Access and haul road berms should be maintained to minimize <br />affected land runoff from traversing undisturbed lands. <br />RESPONSE: The berms along side most haul roads are not there to <br />keep water from running over the side. They are there to keep trucks <br />from running over the side. In most instances, retention of runoff on <br />the road through the use of berms will not work from two standpoints. <br />First, in a large flow the water will find its way through the safety <br />berms and second, having a river of water running down a steep roadway <br />is not a good use or control of runoff. The best approach is to have <br />the runoff as well controlled as possible so the sediment load carried <br />off the road is not excessive or the sediment that does flow off the <br />road is caught and settled prior to entering major waterways where more <br />problems can be caused. <br />We have been examining, for some time, the sediment control methods <br />at this quarry. In general, this quarry exhibits better control than <br />any other operation we have observed. The large sinkhole catches most <br />of the sediment naturally. Onlq that area below the berm is <br />unprotected. We have considered several procedures to help correct the <br />problem here, which, quite frankly, is not very serious. We have even <br />considered building a sediment pond of some sort in the drainage below <br />the area most affected by runoff. If you would wish to discuss this <br />matter further, we would be happy to meet with you on the issue. We <br />have not actually found any methods that would rather simply control the <br />problem. However, we do want to emphasize that sediment deposition on <br />adjacent lands from this operation, in our opinion, is not a severe <br />problem. <br />In the interim we will try to keep the roadside berms entire. At <br />least they will keep the smaller flows from leaving the roadway. <br />
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