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2014-10-27_HYDROLOGY - C1981014
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2014-10-27_HYDROLOGY - C1981014
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Last modified
8/24/2016 5:55:05 PM
Creation date
10/30/2014 9:35:04 AM
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DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Hydrology
Doc Date
10/27/2014
Doc Name
Report by Dr. Corley, Potential Subsidence Impacts on Newlin Creek
From
Dr. Corley
To
DRMS
Permit Index Doc Type
Other Surface Water
Email Name
RDZ
MPB
Media Type
D
Archive
No
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Figure 2. Canon City, Colorado long -term average snowfall (1892 -93 — 2012 -13) is compared with the <br />yearly snowfall data for the winters of 1998 -99 — 2012 -13.10 <br />The precipitation in the area is variable. It was variable over the past five years and it was variable <br />prior to those years as well. The snowfall for 2008 -2009 was below average, while the overall <br />precipitation for 2009 was above average by nearly four inches. Snowfall for 2010 -2011 and 2012 -2013 <br />was also below average; precipitation for 2011 was below average and it is unknown what the total <br />precipitation for 2013 was as values for the months of April- August of 2013 are missing. Snowfall for <br />2009 -2010 and 2011 -2012 was above average; however, 2010 and 2012 total precipitation was below <br />average. <br />The City of Florence has first call on 5 cfs of Newlin Creek water which is collected and diverted <br />upstream from NC 2.111t is possible that Newlin Creek will never run again across our land or it could be <br />a full stream in future years, but here is another possibility for demonstrating the loss of flow. If the City <br />of Florence would cease the intake of water for perhaps 24 to 48 hours, there should be enough <br />downstream flow to demonstrate the water loss phenomenon. <br />I believe that (one) the subsidence monitoring has shown that pillared panels have subsided which has <br />affected Newlin Creek, that (two) thereis not a very deep alluvium foyer in the flowline of Newlin Creek, <br />and that (three) water flow in Newlin Creek has been reduced in the past five years as a result of <br />percolating through the fractured overburden and entering the voids of the underground mines. <br />REFERENCES <br />1. Southfield Mine Permanent Closure Map, Sheets 2 of 2, revision 9 -18 -2001 <br />2. Southfield Old Mine Workings Overlay Map, revision 9 -10 -1986 <br />3. Southfield Subsidence Monitoring Report, Jan. 31, <br />2014http : / /drmswebIink.state.co. us /drmsweblink /0 /doc/ 1018432 /Page1.aspx ?searchid =66fb <br />e084- 5689- 472f- b650- e92ede23301d <br />4. Personal survey of subsidence mitigation, Feb. 8, 2012. See Appendix for coordinate data <br />5. Drill hole logs: SR62A dated 11 -21 -1983, SR63 dated 11 -18 -1983, SR64 dated 12 -1 -1983, SF87- <br />07 dated 10 -23 -1987, and T132 dated 1983. See appendix for surveyed data <br />6. Hydraulic Analysis of the As Built Restored Newlin Creek, dated May 10, 1982 <br />http: / /drmsweblink.state.co. us /drmsweblink /0 /doc/ 709105 /Pagel.aspx ?searchid= bf643a 16- <br />696f- 4fe2- 932d -6fed bf07059a <br />7. Personal survey of Newlin Creek flowline and shoulder. See appendix for coordinate data <br />8. Southfield Hydrology Report, Apr. 22, 2013, page 25 <br />http: / /drmswebIink.state.co. us /drmsweblink /0 /doc/ 982051 /Page1.aspx ?searchid= 986c599a <br />847b -4e 17- a784- 04b0aa94b4bc <br />9. DRMS inspection report by Janet Binns, Mar. 27, 2012, <br />http: / /drmsweblink.state.co. us /drmsweblink /0 /doc/ 950311 /Pagel.aspx ?searchid= dd5bf066- <br />d6e 1- 416a- ac41- df6ae85519d 1 <br />
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