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2009-04-08_INSPECTION - M1983176
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2009-04-08_INSPECTION - M1983176
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Last modified
8/24/2016 3:45:19 PM
Creation date
4/9/2009 3:42:47 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1983176
IBM Index Class Name
INSPECTION
Doc Date
4/8/2009
Doc Name
Insp Rpt
From
DRMS
To
Asphalt Specialties Co., Inc.
Inspection Date
3/25/2009
Email Name
DB2
Media Type
D
Archive
No
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(Page 2) <br />MINE ID # OR PROSPECTING ID #: M-1919 3-1 76 <br />INSPECTION DATE: INSPECTOR'S INITIALS: DR? <br />OBSERVATIONS <br />The Division responded to a written complaint from a citizen, Mr. Kirk Kirby, who resides at 10221 East 120`h <br />Avenue, Henderson, Colorado, approximately 300 ft southeast of the Speer Resources mine site operated by <br />Asphalt Specialties Co., Inc. (Operator). Mr. Kirby indicated that his basement started flooding on Friday, March <br />20, and that he was pumping about 250 gpm from his basement sump and wells on his property to keep his <br />basement dry. Mr. Kirby also stated he had observed that the mine had started pit backfilling activities in recent <br />months, and he blames the Operator for the water problem due to the introduction into the pit of backfill material <br />with lower permeability than the surrounding material, with a consequent ground water mounding effect on the <br />upgradient side of the pit. <br />David Bird and Tony Waldron met Mr. Rob Laird, Land Manager for the Operator, at the mine and discussed the <br />issue. Mr. Laird stated that pit backfilling had started in January 2008, and that the backfill material was <br />overburden from a different pit. Therefore, Mr. Laird agreed with the Division that the backfill material could have <br />different permeability and transmissivity than the in situ material upgradient of the pit. Mr. Laird provided maps <br />and water level measurement data from two monitoring wells, MW3-AS and MW9-AS, located at the eastern <br />boundary of the permit area and believed to be hydrologically upgradient of the pit. Charts depicting the data <br />since June 2004 are attached to this report. The attached charts show anomalous rises in the water level of both <br />wells in the months following the start of backfilling. Well MW9-AS rose 2Y2 feet in February 2008, and has <br />continued to rise since. Well MW3-AS rose 4.8 feet from June to August 2008 and also has continued to rise since. <br />A monitoring well (Well B-MW4) owned by the South Adams County Water and Sanitation District located on <br />120`" Avenue between the Operator's pit and Mr. Kirby's property also showed a recent rise in water level and on <br />March 19, 2009 was at a level of 4.25 ft below ground surface, which is the highest recorded water level since <br />measurements started in 1990. <br />Mr. Laird brought to the inspectors' attention that the 124th Estates Gravel Pit (M-2001-085; operated by 124th Estate <br />Partners), located approximately 1,000 feet northwest of Mr. Kirby's property, had recently started filling with <br />water. It is also worth mentioning that 124th Estates Partners had reported to the Division in September 2008 that <br />the slurry wall around the pit was compromised in two locations and the operator was in the process of repairing <br />the wall. <br />On March 30, Harry Ranney, Eric Scott, and David Bird of the Division returned to the site and surveyed <br />elevations in the area. The survey indicated that the elevation of the 124th Estates Gravel Pit lake is 2.2 feet lower <br />than the elevation of the bottom of Mr. Kirby's basement. The Division therefore concludes that the 124`h Estates <br />Gravel Pit Lake is not a source of water entering Mr. Kirby's basement. <br />Two additional potential sources of water were investigated. First, the possibility that other mining in the vicinity <br />could be responsible for rising ground water levels was discounted for the reason that no active mining is occurring <br />in the immediate area. With the exception of the 124th Estates Gravel Pit, former mines immediately surrounding <br />Mr. Kirby's property have been decommissioned for many years. Second, leakage from the Fulton Ditch was <br />considered as a possible source. The ditch has been flowing at variable rates during the current water year (see <br />attached hydrographs), but the current discharge rate is less than in the past when no impacts were reported.
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