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dilution should further limit water quality impacts. Low permeability confining layers isolate <br /> mine-impacted water bearing units from the nearest useable aquifer, the Trout Creek Sandstone. The <br /> Trout Creek Sandston lies approximately 300 to 400 feet below the Wadge Coal seam and approximately <br /> 60 to 100 feet below the Wolf Creek Coal Seem. See TR-63 in Appendix 15-3B of the Seneca 11 West <br /> Mine permit package for additional justification for the Groundwater Point of Compliance. <br /> Table 16 includes a summary of the water quality collected at well DCAL-02 over the last five years(2015 <br /> — 2019) and provides a comparison against the Dry Creek alluvial GWPOC water quality standards <br /> established in TR-63 in 2009. The groundwater quality at DCAL-02 consistently meets the water quality <br /> standards except for dissolved iron. Over the last five years dissolved iron has ranged from 0.14 — 10.8 <br /> mg/L (mean: 6.74 mg/L). DCAL-02 was installed in the Dry Creek alluvium in 1998 after mining had <br /> already started in the watershed. Since pre-mining background water quality data is not available for the <br /> Dry Creek alluvium the ambient groundwater standards were established from wells located within the <br /> adjacent Hubberson and Watering Trough Gulch alluvium. The dissolved iron at these locations was <br /> variable with concentrations as high as 61 mg/L. Potential outliers were excluded from the dataset and a <br /> standard of 8.06 mg/L was established for the alluvium in this area. Dissolved iron ranged from 6.96- 11.1 <br /> mg/L (mean: 8.59 mg/L) in the three initial samples collected in July 1998, shortly after the well's <br /> installation. A statistical comparison of the dissolved iron measured in the 1998 samples to the dissolved <br /> iron present in the samples collected over the last five years indicates that there has not been a statistically <br /> significant change (95% Confidence Limit)in the dissolved iron concentration at DCAL-02 (Attachment <br /> 1). Considering that no other groundwater quality standard has been exceeded and that there has not been <br /> a statistically significant change in dissolved iron at the well it is probable that the dissolved iron in the <br /> post mining samples is reflective of the Dry Creek Alluvium's ambient iron concentration. Therefore, it is <br /> not believed that the elevated dissolved iron is indicative of an offsite impact to the local groundwater <br /> system and may be the result of organic matter and plant debris present in the alluvium (Hem 1985, pg. <br /> 77). <br /> B. Instrenm Numeric Standards(CWQCCRegulation 33) <br /> The Colorado Water Quality Control Commission (CWQCC) has established segment specific water <br /> quality standards for upper Dry Creek (Yampa River Segment 13d) and Sage Creek (Yampa River <br /> Segment 13e). Tables 1 —4 includes the analytical results for the samples collected from the four stream <br /> points within Hubberson Gulch and Dry Creek during the last five years (2015 —2019) and a comparison <br /> against the Segment 13d water quality standards. Table 5 includes the analytical results for the samples <br /> collected from the Sage Creek stream point during the last five years (2015 — 2019) and a comparison <br /> against the Segment Be water quality standards. Additional discussion of the water quality in each <br /> stream segment follows. <br /> Upper Dry Creek Segment 13d <br /> Total Recoverable Iron <br /> Total recoverable iron exceeded the Yampa Segment 13d surface water quality standard once (n: 15) at <br /> WSH9 (SW-S2W-SG9), 13 times (n: 15) at WSH7 (SW-S2W-SG7), 12 times (n: 22) at WSHF1 <br /> (SW-S2W-FG1), and zero times (n: 21) at WSD5 (SW-S2W-SG5)between the 2015 and 2019. Table 17 <br /> provides a statistical summary of the pre-mine and post mine total recoverable iron for the Dry Creek / <br /> 16 <br />