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PERMFILE61309
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PERMFILE61309
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Entry Properties
Last modified
8/24/2016 11:07:56 PM
Creation date
11/20/2007 7:07:18 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977210
IBM Index Class Name
Permit File
Doc Date
3/14/1980
Doc Name
RESTATED APPLICATION FOR MINING & RECLAMATION PERMIT SNYDER QUARRY CASTLE CONCRETE CO
Media Type
D
Archive
No
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LEIGH WHITEHEAD ~ ASSOCIATES <br />CONSULTING ENGINEERS ANO SURVEYORS <br />0 WEST LAS VEGAS • PHONE 83 E.S17D <br />COLORADO SPRINGS, COLORADO 80903 <br />State of Colorado <br />Mined Land Reclamation <br />723 Centennial Building <br />1313 Sherman Street <br />Denver, CO 80203 <br />RE: Castle Concrete Company <br />Snyder Quarry <br />Application No. 77-210 <br />EXHIBIT G - WATER INFORMATION <br />A. The present mining operation at the Snyder Quarry will not directly adversely <br />affect any surface or gmlmdwater system within the area of the operation. <br />Natural runoff from the mine area has historically flowed from Northwest to <br />Southeast through the area presently being mined. The historical runoff concen- <br />trated in a small tributary to Black Creek. This tributary ran only intermittently <br />during periods of rainfall. The estimated peak runoff quantity of the area at the <br />Southeast corner of the mine (present location of the berm being constructed) is <br />46.0 CFS for a 50-year duration storm. This is based on a contributing area of <br />29.5 acres. <br />The mining operation has involved disturbance of approximately 23.3 acres of <br />the original contributing area of 29.5 acres. The disturbance extelds nearly to <br />the upper limit of the contributing basin with the only runoff affe:ting the mine <br />being that which falls directly on the mine. With the increased runoff due to <br />disturbance it is estimated that a peak flow during the 50-year sto~m of 79.5 CFS <br />would be reached. Since the construction of the berm to an approximate height of <br />50 feet above the bottom of the mined area is presently being accom~~lished as part <br />of the mine operation, none of the historical flow or the increased flow due to <br />the mining operation will enter the intermittant tributary to Black Creek. <br />The mining operation utilizes approximately 2500 gallons of water per day in <br />its processing plant and pollution control systems. This water is r~ostly absorbed <br />into the product with possibly 25% escaping and concentrating at the low point of <br />. the mine near the berm. Compared to the rainfall runoff quantitiy, <br />this is a negligible amount of water being retained. <br />S-G-1 <br />
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