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1999-04-29_GENERAL DOCUMENTS - M1974052
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1999-04-29_GENERAL DOCUMENTS - M1974052
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Last modified
4/12/2023 5:51:47 PM
Creation date
11/23/2007 9:49:56 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1974052
IBM Index Class Name
General Documents
Doc Date
4/29/1999
Doc Name
TECHNICAL ADEQUACY REVIEW OF APPLICATION FOR TR 003 TO PN M-74-052 VARRA CO INC PIT
From
DMG
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VARRA CO INC
Media Type
D
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No
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DRMS Re-OCR
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• • III IIIIIIIIIIIIIIII <br /> 999 <br /> STATE OF COLOMDO <br /> DIVISION OF MINERALS AND GEOLOGY <br /> Department of Natural Resources <br /> 1 31 3 Sherman St . Room 215 <br /> Denver,Colorado 80203 DIV;AM <br /> N OF <br /> Phone:1303I 866-3567 MINERALS <br /> FAX (3031 8 3 2-8106 GEOGY <br /> April29, 1999 RECTION <br /> MINING-SAFETY <br /> Mr. Chris Varra <br /> Varra Co., Inc. <br /> &II Owens <br /> 12910 Weld County Rd.#13 Governor <br /> Longmont,CO 80504 Greg E.Watcher <br /> Execunve Director <br /> RE: Technical Adequacy Review of Application for Technical Revision 003 to Permit No.#M-74-052, Michael B.re to <br /> q Y PP Division Director <br /> Varra Co., Inc. Pit <br /> Dear Mr. Varra. <br /> This letter is being written in answer to your response to the initial Division of Minerals and Geology (DMG) <br /> technical adequacy review of the application for Technical Revision 003, Permit#M-74-052, Pit No. 1.The proposed <br /> evaluation to dispose of coal ash by burying it in saturated media still lacks adequate details in the following areas: <br /> I) The proposed groundwater monitoring is not acceptable to the Division.The description of sampling as taking <br /> place"on three occasions between one and three months apart'prior to the project is not adequate to qualify as a <br /> pre-project background groundwater monitoring program,and it does not specifically refer to which parameters <br /> will be tested during the pre-project phase. The groundwater flow direction estimation is still (see Harry Posey's <br /> attachment of the February 4 adequacy review letter)based on too few points to be used for this project. <br /> Establishing baseline surface and groundwater is required for the Division to make an informed decision about <br /> this revision.The map of the well monitoring locations appears to be only an estimation of the final location of the <br /> burial trench which may change based on groundwater flow data yet to be gathered. This map also does not show <br /> the location of the proposed downstream monitoring point on the St. Vrain Creek. Please submit this information. <br /> 2) The specific remediation procedure proposed in this submittal is not adequate. While removal of the soils is an <br /> appropriate response to findings of groundwater quality degradation, no mention is made of the possible treatment <br /> of contaminated groundwater. The proposed re-burial of the flyash in a"dry impoundment" is not considered <br /> sufficient remediation either. If the materials are leaking contaminants, they must either be confined to an <br /> adequately lined facility(with design based on the contaminants in question). "Additional remediation <br /> commensurate with the extent and degree of impact"does not address specific elements of design which can be <br /> reviewed and,therefore, can not be approved by DMG. We appreciate the commitment to contact DMG <br /> immediately should the monitoring indicate an unacceptable degradation of groundwater quality. However, <br /> further plans for remediation measures are required, and must be submitted prior to approval. <br /> 3) Details on the soil formations and aquifers in the immediate area are still incomplete. To be more specific, the rate <br /> of transmissivity of the surrounding soils, as well as the groundwater levels in the area proposed, must be <br /> submitted prior to any DMG decision regarding the proposed burial of flyash in the area. Containment facility <br /> design can not be evaluated until this formation and specific liner designs are submitted. Additionally, the <br /> possibility of contamination of nearby wells can not be evaluated without this data, and neither can the possibility <br /> of the re-routing of groundwater flows due to differences in soil density. The possibility of pooling of water at the <br /> surface, due to a sharp drop in transmissivity-or the creation of a new flow path around or under the trench, must <br /> be addressed. Please address these concerns. <br /> 4) We appreciate the map showing the locations of the nearest registered wells. However, the registered use of those <br /> within one-half mile has not been included. Please submit this. <br /> 5) According to Rule 3.1.7(1). "operations that may affect groundwater shall comply with all state-wide groundwater <br /> quality standards established by the Water Quality Control Commission." What is the classification of the <br />
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