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PERMIT#: M-1977-300 <br /> INSPECTOR'S INITIALS:AME <br /> INSPECTION DATE: October 8,2020 <br /> ,mponents will be keyed in one foot deep upstream of the seal wall. <br /> After installation of the Geoweb components is complete, the Geoweb will be filled with concrete. The operator <br /> anticipates the concrete pour will begin approximately one week after the date of this inspection, and will occur <br /> over a period of approximately two weeks. Therefore, the concrete placement is expected to be completed by <br /> the end of October. After the concrete has been installed, the riprap energy dissipation basin and road crossing <br /> will be installed at the base of the channel. Channel flows will discharge into the riprap basin then flow through <br /> a riprap-lined channel to a Geoweb-lined, concrete-filled, low-flow road crossing before discharging into <br /> Ralston Creek. The operator anticipates construction of the dissipation basin and road crossing will occur the <br /> first week of November, depending on weather conditions. After all components of the diversion channel have <br /> been installed, disturbed areas (e.g., top of NWRP, side slope of new access road) will be seeded at 16 <br /> pounds/acre with Jefferson County's native conifer seed mixture. The operator estimates the project will be <br /> completed in early November. <br /> The Division approves the Phase 2 construction work observed duringthe he inspection and authorizes the <br /> operator to proceed with construction as planned. The next inspection must be scheduled after the NWRP <br /> diversion channel project is completed. <br /> The Division observed the borrow area located up valley from the NWRP where rock and fill material was <br /> derived for the diversion channel project. The material was excavated from an alluvial fan deposited at the base <br /> of an ephemeral drainage during the September 2013 flood events. This area includes a pit, some material <br /> stockpiles, and a relatively flat equipment storage/turnaround area. Material processing in this area consists of <br /> greening only. Mr. Ray indicated this area will be graded and seeded for reclamation. The Division did not <br /> -)serve any boundary markers in this area, so it was not clear whether this borrow area is included within the <br /> approved permit area. Typically, if an operator extracts construction material on their land to maintain roads, <br /> etc. on their land, and the material does not leave the site, then the disturbed area is not required to be included <br /> within the permit area. The Division will discuss this matter further with the operator to determine whether or <br /> not the disturbed area is considered affected lands which must be permitted. <br /> During the inspection, Ralston Creek was dry upstream from the upgradient cutoff wall/headgate. The creek <br /> channel downstream from the upgradient cutoff wall was also dry. The water treatment plant was online and the <br /> treated water was being discharged into Ralston Creek below the mine site (under the NPDES permit). The <br /> mine pool level was estimated to be at approximately 288 feet below the Steve Level. The exact level was not <br /> known at the time due to a transducer malfunction. According to Mr. Ray, the malfunction was due to the <br /> transducer not being suspended deep enough in the water column to allow it to accurately monitor water levels. <br /> With the mine pool being pumped down to lower levels, the transducer needs to be lowered to cover the new <br /> range of depth. The operation had plans to lower the transducer another 50 feet or so inside the mine and to also <br /> run a tape down Shaft 1 inside the Steve adit to obtain an actual depth to water measurement. After the <br /> inspection(on 10/12), the operator informed the Division the mine pool was measured (on 10/8) at 315 feet <br /> below the Steve Level, which is 165 feet below the required 150 foot depth. The operator monitored the <br /> transducer readings over the weekend and confirmed it is functioning properly at its new depth. Current plans <br /> are to continue lowering the mine pool through the rest of the month to enable a 6-month shutdown of the plant <br /> (anticipated for November 2020 through May 2021). <br /> The alluvial excavation project was not underway during the inspection. Mr. Ray indicated this project has been <br /> .7 hold to some extent with minimal activities while the NWRP diversion channel project is underway. <br /> However, the operator has plans to complete the excavation project over winter once the channel project is <br /> complete and AM-5 has been approved. Given the limited capacity remaining in the Minnesota Mine for <br /> disposal of the excavated material, the operator will not be able to complete the excavation project until another <br /> Page 3 of 19 <br />