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2011-01-10_HYDROLOGY - M1977348
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2011-01-10_HYDROLOGY - M1977348
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Last modified
8/24/2016 4:28:47 PM
Creation date
1/11/2011 7:09:23 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977348
IBM Index Class Name
HYDROLOGY
Doc Date
1/10/2011
Doc Name
September 2010 Groundwater Monitoring
From
Golder Associates
To
DRMS
Permit Index Doc Type
Hydrology Report
Email Name
ECS
Media Type
D
Archive
No
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Colorado Division of Reclamation Mining and Safety January 6, 2011 <br />Mr. Eric Scott 2 103-81640 <br />Limestone mining operations ceased in August 2002. Reclamation and monitoring activities have been <br />occurring onsite since the plant closure in 2002 (Holnam 2002, Holcim 2004, 2005, 2006, 2007, and <br />2009). <br />Cement kiln dust (CKD) was generated onsite during the production of cement. Disposal of CKD in <br />mined out portions of the Boettcher Quarry began in 1980. Figure 1 shows the approximate locations of <br />CKD disposal in the A-band (Fort Hayes limestone) mining cut. As per the approval of Technical <br />Revision No. 3 (TR-003) to Permit No. M-77-348 by the Division of Minerals and Geology (DMG) on <br />October 15, 1999 (DMG 1999), future CKD disposal would be limited to the areas A2 and A2-A. At that <br />time, these areas contained some ponded precipitation. runoff. The Dry Fill CKD area shown on Figure 1 <br />was filled prior to TR-003. Approximately 140,000 cubic yards (yd3) was placed in area A2 by <br />August 2002, when the plant closed. <br />There are four monitoring wells (MW-1, MW-2, MW-3, and MW-4) that have been used to monitor <br />groundwater near CKD disposal area A2 as an additional condition of TR-003. Three of the monitoring <br />wells (MW-1, MW-2, and MW-3) were installed in June 1998. The fourth monitoring well, MW-4, was <br />installed in April 1999. These wells are shown on Figure 2 relative to CKD disposal area A2. <br />Groundwater was sampled from the four monitoring wells for water quality analysis beginning in <br />April 1999 through July 2000. During this period, a total of eight groundwater samples were collected <br />from each well. A summary of the water quality results for the eight historical groundwater events from <br />each monitoring well is provided in Tables A.1 through A.4 of Attachment A. <br />2.0 SUMMARY OF FIELD ACTIVITIES <br />Field activities described in this report were conducted by or under the supervision of Golder between <br />July 30 and September 27, 2010. These activities included: <br />¦ A video survey of monitoring well MW-4; <br />¦ Pumping of all four wells in advance of the monitoring event; <br />¦ Hydraulic conductivity testing of monitoring well MW-4; <br />¦ Purging and sample collection at all four wells. <br />These field activities are summarized below. <br />2.1 MW-4 Video Survey <br />A video survey of monitoring well MW-4 was performed by Hydro Physics of Denver, Colorado on <br />July 30, 2010. This work was observed by Golder and a representative of Holcim. The purpose of the <br />video inspection was to determine the total depth and screened interval of the well in the absence of other <br />well construction documentation (well construction log). This work was performed in response to <br />a comment by DRMS in their May 20, 2010 letter (DRMS 2010b) and follow-on discussions on <br />June 11, 2010. <br />The video inspection consisted of running a miniature camera attached to a flexible cable into the well <br />and observing the condition of the well casing on a video monitor as the camera is lowered to the bottom <br />of the well. The video was also recorded digitally on a computer along with the depth of the camera <br />below the top of the well casing. Prior to the video inspection, the water level was measured in the well <br />using an electronic water level indicator. The water level indicator, and video camera and cable were all <br />decontaminated prior to use with an AlconoxTM solution followed by a rinse with distilled water. <br />The video inspection identified the total well depth at 188.25 feet below the top of the polyvinyl chloride <br />(PVC) well casing. The well screened interval was observed from approximately 168 to 188 feet below <br />the top of the PVC. These well construction details are also provided in Table 1. <br />During this site visit, Golder also observed the condition, replaced the locks, and measured water levels <br />and total depths in all of the monitoring wells. All four monitoring wells were determined to be in <br />satisfactory condition for sampling. Measured total well depths are also summarized in Table 1. <br />I iA10\81640\0400\gwrep_fn1 _06jan11\10381640 holcim gwrep_fnl-Ilr 06jan11.docx <br />?? -Golder <br />Associates
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