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2023-06-05_HYDROLOGY - M1977342
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2023-06-05_HYDROLOGY - M1977342
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Last modified
6/6/2023 8:35:04 PM
Creation date
6/6/2023 10:10:14 AM
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DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
Hydrology
Doc Date
6/5/2023
Doc Name
Water Monitoring - Groundwater
From
Clmax Molydenum
To
DRMS
Email Name
PSH
JLE
Media Type
D
Archive
No
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r <br /> CMC—Henderson Operations <br /> DRMS 2022 Annual Water Monitoring Report <br /> May 2023 <br /> 2.2.2 Proposed Point of Compliance Sampling Location: MLGW-15 <br /> MLGW-15 is a deeper well nested with MLGW-7 located just downgradient of 1-Dam. No new <br /> trends, deviations, or exceedances were observed in 2022. <br /> Tabular data for MLGW-15 along with applicable NPLs are presented in Table 2. Accompanying <br /> graphs are provided in Trend Evaluations 21-24. <br /> 2.2.3 Proposed Point of Compliance Sampling Location: MLGW-17 <br /> MLGW-17 is a shallow alluvial well located downgradient of 3-Dam.No new trends, deviations, <br /> or exceedances were observed in 2022. <br /> Tabular data for MLGW-17 along with applicable NPLs are presented in Table 2. Accompanying <br /> graphs are provided in Trend Evaluations 25-28. <br /> 2.2.4 Point of Compliance Sampling Location: MLGW-ACR <br /> MLGW-ACR is a drinking water parameter POC well located in the Aspen Canyon Ranch area. <br /> Beginning in the third trimester of 2019 Triannual sampling, changes to the MLGW-ACR <br /> sampling method likely caused disturbances to the solid-wall well construction indicated by the <br /> increase in iron and sulfate concentrations starting in August 2019 and justified the need for the <br /> well to undergo rehabilitation. Rehabilitation took place in September 2022. The rehabilitation <br /> was performed using standard methods of brush swabbing and chemical treatment. Iron and <br /> manganese concentrations observed from the third Triannual event of 2022 following the <br /> rehabilitation were substantially higher than previous years. It is possible that the abrasiveness of <br /> the swabbing and acid-based chemical treatment exacerbated the existing poor well condition and <br /> the resulting Triannual concentrations were a consequence of the rehabilitation. <br /> Despite the increased iron and manganese concentrations, sulfate remained similar to past <br /> sampling events. This supports the notion that the heightened metal concentrations were a <br /> consequence of the rehabilitation process rather than upstream impacts from the Henderson Mill. <br /> Altogether,this has been an effort to establish an accurate representation of ambient water quality <br /> conditions for water supply downstream of Henderson operations. Henderson will continue to <br /> evaluate the data collected at MLGW-ACR following future sampling events to better understand <br /> these data. <br /> Tabular data for MLGW-ACR along with applicable NPLs are presented in Table 2. <br /> Accompanying graphs are provided in Trend Evaluations 29-32. <br /> 2.2.5 Surface Water Sampling Location: WFR-20 <br /> WFR-20 is located upgradient of the Henderson Mill in the Williams Fork River and serves as an <br /> indicator of background surface water quality. Fluctuations in specific conductivity and sulfate <br /> were observed immediately following the Williams Fork wildfire and likely correlate with land <br /> disturbance from the wildfire activity. WFR-20 will continue to be monitored while the recently <br /> burned area remains susceptible to increased erosion. <br /> 6of8 <br />
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