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2008-04-15_REVISION - M1980244 (256)
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2008-04-15_REVISION - M1980244 (256)
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Last modified
6/15/2021 5:52:05 PM
Creation date
5/8/2008 1:25:48 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
VOL V APP 8 Valley Leach Facility Phase 5 Extension Design
From
CC & V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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~~ ,' <br />SMITH WILLIAMS CONSULTANTS, INC. <br />• <br />2.0 Site Description <br />2.1 Location and Topography <br />The existing Cresson Project VLF is located in Arequa Gulch in Teller County, Colorado. Phase <br />5 of the VLF will lie to the north and east of the existing VLF in the upper Arequa Gulch area, <br />against Squaw Mountain and the AGOSA, as shown on Drawing A100. <br />Portions of the Phase 5 VLF area have been disturbed by previous mining activities. Manmade <br />structures within/near the footprint of the proposed project site include power lines, gas lines, <br />other utilities, underground mine workings, and surface mine workings, as shown in Drawings <br />A100 and A120. All vegetative cover, organic soils, and structural materials associated with the <br />manmade structures will be removed or relocated prior to or during subgrade preparation. _ <br />2.2 Climate <br />Original climate data for the project site were documented in Amendment No. 6 to Permit M- <br />1980-244 (CC&V 1993). These data have since been augmented with available site data <br />collected by CC&V. In addition, gaps within the climate data have been filled using climate <br />records from the Western Regional Climate Center (WRCC), as detailed in Appendix G. <br />As part of this design, Smith Williams combined and incorporated_the climate data to develop a <br />consistent precipitation database that spans_from 1966 through 2006. The precipitation, data for <br />each month are presented in Appendix G. The monthly average and standard deviation <br />precipitation values were then recomputed incorporating all of the precipitation data; they are <br />summarized in Table 1. The average yearly precipitation, including snowfall, is 18.4 inches. <br />The 100-year/24-hour design storm event was quantified as 3.5 inches from the 1973 NOAA <br />isopluvial chart. This 3.5-inch value was mutually agreed on by the DRMS and_CC&V during <br />review of Amendment No. 7 to Permit M-1980-244. <br />At the time Amendment No. 6 was prepared, evaporation data were not available for the Victor <br />or Cripple Creek stations. Therefore, a statistical analysis of pan evaporation data collected at <br />nine similar high-elevation recording stations in the State of Colorado was performed. This <br />analysis. resulted in an average annual lake evaporation of 36.8 inches. Since Amendment No. 6, <br />evaporation data have been collected by CC&V from August 1994 to November 1999. The daily <br />evaporation data provided by CC&V are presented in Appendix G. The average monthly <br />evaporation data measured by CC&V from August 1994 through November 1.999 are <br />S:\PROJECTS\1125 CC&V PHASE 5 VLF1H2 - DESIGNVIREQUA VLF\VLF PHASE 5 FINAL REPORT V2.DOC 13 <br />
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