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2002-12-16_REVISION - M1977344
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2002-12-16_REVISION - M1977344
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Entry Properties
Last modified
5/20/2020 1:01:05 PM
Creation date
11/21/2007 6:14:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977344
IBM Index Class Name
Revision
Doc Date
12/16/2002
Doc Name
Second Adequacy Review-Response
From
Holcim (US) Inc.
To
DMG
Type & Sequence
TR6
Media Type
D
Archive
No
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7, Introduction <br />Blasland, Bouck & Lee, Inc. (BBL) was retained by Holcim, Inc. to provide technical support for Mine Permit <br />Technical Revision TR-06 to State of Colorado Mining Permit No. M-77-344 for the Holcim Portland plant and <br />quarry. The Holcim Portland plant and quarry is located in Fremont County, Colorado (Figure 1). The total <br />area of the Holcim property is approximately 3,400 acres. The portion of the Holcim property addressed by this <br />Groundwater Monitoring Plan (GNP) is the approximately 1,330 acres included within the boundaries of the <br />mining permit (Site) (Figure 2). This GMP partially fulfills requvements set forth by the Colorado Department <br />of Minerals and Geology (DMG) in their October 22, 2002 second adequacy review letter regarding Technical <br />Revision TR-06 to Permit No. M-77-344 (DMG, 2002). The main purpose of this GMP is to meet the <br />requirements of the Colorado Mined Land Reclamation Board's (NLRB) Construction Materials Rules and <br />Regulations Rule 3.1.7 for the protection of existing and reasonably potential future uses of the unclassified <br />groundwater located beneath the quarry (NLRB, 2001). These requirements have been triggered by the disposal <br />of cement kiln dust (GIGO) into previously mined sections of the Site, and the potential for leachate from CICD <br />to adversely impact ambient groundwater quality for existing and reasonably potential future uses. <br />1.1 Site History <br />The Portland plant, located on the southern side of the Arkansas River, until recently consisted of three (3) long, <br />wet kilns with a combined cement production of approximately 937,000 tons per year (tpy). The Plant currently <br />uses a single dry kiln process for production of cement with a capacity of 2,094,000 tpy. The facility utilizes a <br />five-stage preheater/precalciner tower to prepaze material for the kiln. The tower includes heat-exchanging <br />cyclones (i.e., preheater) in which the dry feed is preheated and partially calcined by the kiln's hot exit gasses <br />prior to entering the actual kiln. A secondary firing device (i.e., precalciner) in the lower stage of the preheater <br />further calcinates the materials. CICD, a waste material from cement production, is dust that is generated in the <br />cement kiln and associated equipment. Using the prior wet kiln process, approximately 100,000 tpy of cement <br />kiln dust (GIGO) was generated dwing the production of cement at the Portland plant (Resource Geoscience, Inc. <br />(RGI), 1999)). The current CKD production rate ranges from 28,000 tpy to 72,000 tpy. The production of CKD <br />strongly depends upon the chemistry of raw materials, type of process and the design of gas velocities in the <br />kiln. Other factors such as kiln performance and dust collection systems play vital roles. To reduce dust <br />emissions, a pug mill is used to add water to CKD prior to transporting it to the disposal area. Historically, <br />sludge from nearby Fremont Sanitation District wastewater treatment plant had been added to the CKD disposal <br />area as a daily cover. The sludge also served as a means of CKD dust control. With the addition of the pug <br />mill, use of the sludge for CI{D dust control was no longer required and has not been utilized since the startup of <br />the new plant in 2001. <br />The quarry is located on the northern side of the Arkansas River. The CKD is currently disposed of in <br />previously mined sections (cuts) of the limestone quarry. The location of cuts previously used for CKD disposal <br />is indicated on Figure 2. CKD is currently being disposed in the cut adjacent to (to the south of) monitoring <br />well MW-10. The bottoms of these cuts coincide with the top of the underlying Codell sandstone, which is the <br />primary water-bearing unit in the quarry area. To prevent contact of CKD with regional groundwater, <br />approximately 10 feet of shale is backfilled and compacted in the bottom of these cuts prior to placement of <br />CICD. <br />On July 30, 1999 the EPA proposed rules for the management of CICD under RCRA. The proposed rule was <br />published in the Federal Register on August 20, 1999 and comments were accepted until February 18, 2000. <br />These proposed rules included technical standards for the management of CICD. In Colorado, the regulatory <br />responsibility for the new requirements has been relegated to the DMG. Therefore, the requirements for CKD <br />BLASLAND, BOUCK & LEE, INC. <br />~2isaioz engineers 8 scientists 1-1 <br />Caoundwun Monitoring PIm- dot <br />
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