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2017-04-05_GENERAL DOCUMENTS - C1982057
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2017-04-05_GENERAL DOCUMENTS - C1982057
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Last modified
4/10/2017 10:14:52 AM
Creation date
4/10/2017 10:12:09 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
General Documents
Doc Date
4/5/2017
Doc Name Note
Includes Reclamation Cost Estimate
Doc Name
Proposed Decision and Findings of Compliance
From
Seneca Property LLC
To
DRMS
Permit Index Doc Type
Findings
Email Name
JDM
JHB
Media Type
D
Archive
No
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The hydrologic description of the mine area is provided in Tab 7 of the permit, and <br />the hydrologic monitoring plan is addressed in Tab 15. Hydrologic protection, <br />probable hydrologic consequences, and the hydrologic reclamation plan are <br />presented in Tabs 16, 17, and 18, respectively. <br />Surface water at the Seneca II -W Mine lies within two watersheds. The primary <br />affected area lies within the Dry Creek Drainage and is drained by Hubberson Gulch <br />and an unnamed tributary to Dry Creek (the Pond 005 Gulch). A small portion of <br />the eastern part of the permit area drains to Sage Creek. Both creeks empty into the <br />Yampa River near Hayden. Both Dry Creek and Sage Creek exhibit intermittent to <br />perennial flows, depending on location along the streams, and precipitation trends. <br />Hubberson Gulch is intermittent. <br />Hubberson Gulch Watershed <br />Seneca Coal Company currently monitors one upstream site (SG9) and one site <br />downstream of mining disturbance on Hubberson Gulch (FG1). These are in <br />addition to NPDES monitoring sites located at Pond 017 outfall on upper Hubberson <br />Gulch, and Pond 016 and 006 outfalls on Hubberson Gulch tributaries. <br />SG9 is located upstream from Pond 017, and above any mine related discharges in <br />the south extension area. Monitoring was conducted from 1997 through 1998, and <br />reinitiated in 2000, with monitoring conducted June and September. <br />FG1 (Hubberson Gulch downstream of 006 Gulch confluence) is equipped with a <br />continuous flow recorder and water quality samples are obtained semiannually for <br />the parameters listed in Appendix 15-1. The TDS plot in the 2009 AHR indicates <br />an increasing trend. The PHC predicts an irrigation season average TDS value of <br />2193 mg/l for this site, while a value of 2,410 mg/l was reported in the 2003 AHR. <br />SG9, SG16 and SG17 were added to the monitoring program within PR -02. SG16 <br />and SG17 were the baseline sites for Ponds 016 and 017, respectively. These sites <br />have been replaced by Colorado Discharge Permit System (NPDES) monitoring sites <br />located at the Pond 016 and 017 outfalls. <br />Dry Creek <br />One site is monitored on Dry Creek, downstream of mining (SG5). Flow, field <br />parameters, and water quality samples for the parameters listed in Appendix 15-1 are <br />taken semiannually. The TDS plot included in the 2009 AHR indicates an increasing <br />trend. The Seneca II -W PHC predicts an average irrigation season TDS value of <br />2451 mg/1 at this site, while a value of 1860 mg/l was observed in 2009. The <br />ephemeral drainage tributary to Dry Creek, which drains the "D" Pit reclamation <br />area in the northern portion of the original permit area, is monitored at the Pond 005 <br />outfall NPDES site. <br />
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