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2009-05-19_REVISION - M1977285 (28)
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2009-05-19_REVISION - M1977285 (28)
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Last modified
6/15/2021 5:39:02 PM
Creation date
5/28/2009 7:42:30 AM
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Template:
DRMS Permit Index
Permit No
M1977285
IBM Index Class Name
REVISION
Doc Date
5/19/2009
Doc Name
EPP amendment (AM-03) Hydrogeologic Evaluation Attachment O (part 9)
From
Denison Mines
To
DRMS
Type & Sequence
AM3
Email Name
RCO
Media Type
D
Archive
No
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Hydrogeological Evaluation of Sunday Mines Group <br />Geologic and Hydrologic Conditions <br />Figure 2-7 compares the annual precipitation to the average annual precipitation over <br />the period of record, which shows extended periods of particularly high or low <br />precipitation. This data is shown in terms of water year totals, from October through <br />September. The average annual precipitation for water years 1962 through 2007 is 12.6 <br />in. Note a yearly total for water year 1961 could not be computed because <br />precipitation data from October through December of 1960 are not available. <br />Maximum annual precipitation was recorded in 1997 at 19.87 in, while the minimum <br />precipitation was recorded in 1974 at 7.66 in. <br />Table 2-3 shows the pan evaporation data from the monitoring station at Dead Horse <br />Creek near Naturita, Colorado. Figure 2-8 illustrates the relationship between average <br />monthly precipitation measured in Uravan and average monthly pan evaporation <br />from the Dead Horse Creek monitoring station data. This figure shows that monthly <br />pan evaporation is greater than monthly precipitation from April through October. <br />During the late fall to early spring months (November through March), pan <br />evaporation is not measured due to regular freezing temperatures at night and daily <br />thaw. Actual evaporation is likely to be less than pan evaporation due to affects such <br />as available soil moisture, infiltration into the subsurface, variations in surface <br />topography, and differences related to the effect of the evaporation pan on measured <br />evaporation rates. Pan evaporation exceeds precipitation by approximately 4 times <br />based on the available data. <br />Data regarding wind speed and direction are presented in Table 2-4 and Figure 2-9. <br />2.3.2 Surface Water <br />Surface water bodies are not present in the direct vicinity of the Sunday Mines Group. <br />The affected areas of the mines are located on the south side of Big Gypsum Valley <br />approximately 1/2 mile from an ephemeral drainage called Big Gypsum Creek, which <br />drains into the Dolores River several miles downstream of the affected areas. Surface <br />water is generally not present at the Sunday Mines Group, except during periods of <br />snow melt or in response to episodic precipitation events. Storm water retention <br />ponds are present at the mines, which are designed to retain all storm water <br />generated by a 100 year precipitation event at the mines. <br />The Dolores River is the major surface water feature in the area of the Sunday Mines <br />Group. The river extends for 183 miles from an area northeast of Rico, Colorado, to <br />the Colorado River at the town of Cisco, Colorado. The Dolores River Basin is <br />approximately 96 miles long and 34 miles wide, encompassing an area of 6,222 square <br />miles. Most of the flow in the river originates on the western slopes of the La Plata <br />and Rico mountains, with additional contributions from snowmelt and springs of <br />higher mesas and mountains. The Dolores River also receives inflows from <br />groundwater, which are estimated to be approximately 3 liters per second per <br />kilometer in the portion of the river extending from the town of Dolores to Cisco <br />(Weir et al. 1983). <br />`m 2-8 <br />T:\64986-Denison Mines\Task Order 3 - DMO Sampling and Analysis Plan\Task 3.14 - Hydrogeology Report\hnal sunday hydro reporNextTINAL Sunday Hydrogeology Report.doc
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