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REV02686
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REV02686
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Entry Properties
Last modified
8/25/2016 1:00:23 AM
Creation date
11/21/2007 9:03:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Revision
Doc Date
9/4/1990
Doc Name
MR 69 & 70
From
CYPRUS ORCHARD VALLEY
To
MLRD
Type & Sequence
MR70
Media Type
D
Archive
No
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~ • <br />C c~~us <br />~ Orchard Vall®y <br />August 2, 1990 <br />Jeff Clapton, Reclamation Specialist <br />Colorado Mined Land Reclamation Division <br />215 Centennial Building <br />1313 ~+~*~*+ Street <br />Denver, Colorado 80203 <br /> <br />Cyprus Orchard Valley Mine <br />P. O. Box 1299 <br />Paonia, CO 81428 <br />Phone: 303-527-4135 <br />Fax: 303.527-2234 <br />RE: Nfl27t7R REVI ION 90-7 FII~STE OIL Q)NPAINN~fP STI3JCIURE• CYPR[JS O CHARD <br />VALSEY GOAL OORPORATION. PERMTP C-81-038. Z' Or ,Z ~ ~'~ ~ ~ <br />i ~1 S ER~b~ ~ 't' <br />Dear Mr. Clapton, ~~, u ~-- No 50 //t o 0 2 3 8~ <br />ScZt(C>JUr MiTy~~-( ~/L7/~/~~~ <br />As you know, Cyprus Orchard Valley Coal Corporation (COVCC) requested and <br />received a mirror revision which allowed the modification of an existing concrete <br />structure to serve as a oontairmient structure fora 10, 000 gallon waste oil <br />storage tank. <br />'Ihe existing structure consists of three one foot thick concrete walls which form <br />a three sided "box". 'IYre fourth side of the "box" is the slope above the <br />r-niahim a screeni-rrg level (please refer to the enclosed drawing arcl Map 8-1) . <br />'live approximate dimensions of the "box" are four feet (height) by 19 feet (width) <br />by 61 feet (length). Zhis results in a total volume of 4,636 square foot, or the <br />capacity to hold about 34,700 gallons of fluid. 2}vus, the existing containment <br />structure is more than adequate to hold the contents of the 10, 000 gallon tank. <br />In order to allow efficient clean up of a spill, if such a need arises, the <br />existing structure will be modified prior to plaoemervt of the tank. A four inch <br />concrete floor will be placed in the bottom part of the structure. COVCC poured <br />a 2' x 4" wall in the approximate center of the structure along with 4" floor <br />that was paced on the west side of the wall. this wall was poured in the center <br />to reduce the corrcnete required to Dover the bottom of the entire containment <br />structure. It should be noted that the center wall will not oc~rom-ise the <br />overall capacity of the wntainment structure. If a spill were to occur, the <br />west side would hold about 10,600 gallons of fluid before fluid would move into <br />the east side of the structure. 42ve overall capacity of the structure would <br />remain at about 34,700 gallons. <br />'Ihe 10,000 gallon tank, which measures about 27 feet in length and 8 feet in <br />diama+~cr, will be placed on its side and waste oil will be poured into the top <br />of the tank fnm the beach immediately upslope from the cn~shirig and screening <br />level. At that level, the fill tube is surrounded by a steel box. <br />
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