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REV88241
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REV88241
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Entry Properties
Last modified
8/25/2016 3:10:27 AM
Creation date
11/21/2007 10:40:52 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Revision
Doc Date
10/26/1992
Doc Name
SITE 109 BURIED DIVERSION MR 92-81 PN C-82-056 FOIDEL CREEK MINE
From
CYPRUS YAMPA VALLEY
To
MLRD
Type & Sequence
MR81
Media Type
D
Archive
No
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i <br />~ y~ III I IIIIIIIIIIII III pros Yempe Volley Coal Corporation <br />,~Y~ 28667 Routt County Road #27 <br />y~ ~s ~ ~ Oak Creek, Goloredo 80467 <br />~i Yampa Vallsy 303-879.3800 <br />October 26, 1992 <br />Kent Gorham <br />Reclamation Specialist <br />Mined Land Reclamation Division <br />1313 Sherman Street, Room 215 <br />Denver, CO 80203 <br />Dear Mr. Gorham; <br />Rat site i <br />TCC is requesting the above-referenced revision to allow the long- <br />term diversion of Site 109 to Site 114. This diversion will allow <br />TCC to begin recycling water used in its operation, and will help <br />to alleviate the potential for water shortages which might <br />otherwise impact productivity. The enclosed Map 24 (Surface <br />Facilities) shows the proposed location of the buried diversion <br />line and protective steel sleeves, <br />The diversion will consist of a 6 inch PVC PIP irrigation pipe <br />attached to the existing 109 riser. This line will be buried and <br />will. cross the existing berm immediately to the north of the 109 <br />riser. From that point, the line will parallel the berm, crossing <br />the roadway near the operations center at a depth oP approximately <br />3 Peet. Should ground conditions warrant it, an 8 inch diameter <br />steel pipe will be installed to act as a protective sleeve for the <br />PIP pipe where it crosses the road. The line will then run along <br />the berm until reaching the east end of the heavy-equipment pad, <br />where the line will make a 45' turn to the north and pass under the <br />PM Bay access road. Again, a protective steel pipe sleeve may be <br />installed should conditions warrant it. <br />From the PM Bay Road down to the existing Site 114 vertical culvert <br />the line will be buried to a depth of 6-8 feet. At Site 114, the <br />existing culvert which has been backfilled with washed rock will be <br />utilized as an infiltration point, with the line entering the <br />culvert at a depth of not less than 6 Peet. Water will then <br />infiltrate into the spoils and replenish the aquifer prior to being <br />pumped from Site 114 to the million gallon tank and thence <br />underground. Please note that the bonding calculation assume <br />removal of 10& oP the line, and that the line removal cost is less <br />than or equal to the cost of that for 4 inch welded steel. Total <br />bond for this project is soma $775, which leaves TCC a current bond <br />excess of $63,821. <br />
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