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2016-10-28_REPORT - M2004031
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2016-10-28_REPORT - M2004031
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Entry Properties
Last modified
12/10/2020 4:13:07 AM
Creation date
10/31/2016 4:46:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004031
IBM Index Class Name
REPORT
Doc Date
10/28/2016
Doc Name
Annual Fee/Report/Map
From
Hazeltine Mine
To
DRMS
Annual Report Year
2016
Email Name
TOD
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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COLORADO <br /> Division of Water Resources <br /> 1313 Sherman Street, Room 821 <br /> Denver, CO 80203 <br /> May 25, 2016 <br /> Aggregate Industries, Inc. <br /> 1687 Cole Boulevard, Suite 300 <br /> Golden, CO 80401 <br /> c/o Gary Linden (Tetra Tech Inc.) Gary.LindenCtetratech.com <br /> RE: SLURRY WALL LINER APPROVAL <br /> Hazeltine Mine Reservoir(WDID 0203381) <br /> Hazeltine Mine Pit, DRMS M-2004-031 (WDID 0203030) <br /> SW1/4 of the NE1/4, SE1/4 of the NE1/4 of Section 4, T7N, R69W, WATER DIVISION 1,WATER <br /> DISTRICT 2 <br /> Dear Mr. Linden: <br /> The purpose of this letter is to approve the lining of the Hazeltine Mine Reservoir. This reservoir is located <br /> in the SW1/4 and the NW1/4 of the SE1/4 of Section 9, Township 2 South, Range 67 West of the 61' P.M. <br /> and is a part of the Hazeltine Mine gravel pit (DRMS M-2004-031). Hazeltine Mine Reservoir was lined with a <br /> soil bentonite slurry wall. The slurry wall leak test initially commenced December 4, 2016. Site inspection <br /> was performed by our office on December 10, 2015 to review site conditions and discuss the leak test plan. <br /> After the initial leak test starting date it was discovered that the Parshall flume measuring flow entering <br /> the mine from Bull Seep has been installed backwards. On January 14, 2016 the flume installation was <br /> corrected. Therefore the slurry wall leak test start date was changed to January 14, 2016. The leak test <br /> concluded on April 14, 2016. <br /> Your report received May 9, 2016 provides the liner summary and leak test result. The test data provided <br /> indicates that the reservoir has been lined to the design standard referenced in the August 1999 State <br /> Engineer Guidelines for Lining Criteria for Gravel Pits (1999 SEO Guidelines). Meeting the design standard <br /> requires that during reservoir operations all water inflows and outflows for the liner perimeter <br /> enclosed area be accounted for on a monthly basis. <br /> With this liner approval, the Hazeltine Mine Reservoir is now classified as a lined reservoir in accordance <br /> with the 1999 SEO Guidelines. Water shall not be impounded in the reservoir except pursuant to lawful <br /> diversions allowed by statute or decree. At all other times, all inflow of water into the reservoir from any <br /> source, including precipitation and ground water inflows shall be removed to prevent illegal storage of <br /> water. Prior to ANY use of this site, the owner or operator wilt need to coordinate with Brent Schantz, <br /> River Operations Coordinator, to review operations, measurement structures, stage-storage curves, and <br /> accounting. <br /> Please contact me at the number below if you have any questions. <br /> Sincerely, <br /> cokal&'64 <br /> loana Comaniciu, P.E. <br /> Water Resource Engineer <br /> ec: Brent Schantz, River Operations Coordinator (Brent.Schantz@state.co.us)) <br /> Louis Flink, Diversion Records Coordinator (Louis.Flink@state.co.us) <br /> WDID File (0203381, 0203030) <br /> 1313 Sherman Street, Room 821,Denver,CO 80203 P 303.866.3581 F 303.866.3585 www.water.state.co.us <br /> `jR76 r <br />
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