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PERMFILE50765
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PERMFILE50765
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Last modified
8/24/2016 10:55:09 PM
Creation date
11/20/2007 2:37:28 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1994093
IBM Index Class Name
Permit File
Doc Date
3/23/1995
Doc Name
DAHLIA NORTH RES PIT FN M-94-093
From
ADCO CONSULTING
To
DMG
Media Type
D
Archive
No
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<br />EXHIBIT D - MINING PLAN NARRATIVE (CONTINUEDI <br />(Revised 01/06/95) <br />Prior to beginning extraction, 6' chain link fencing will be <br />installed where necessary to prevent access to the site. Where <br />natural barriers, such as the South Platte River exist, no fencing <br />will be installed. In areas where adjacent property owners have <br />installed fencing, Cooley's fence will simply connect to the <br />existing fencing. Two gates will be installed, one onto 88th Avenue <br />and one onto Monaco Street at the proposed Truck Access Points. <br />Both are shown on MINING PLAN MAP, EXHIBIT C-2. <br />The exact location of channel improvements along the "South Platte <br />River Berm Area" will be determined by agreement with the Urban <br />Drainage and Flood Control District, and the State of Colorado <br />Division of Water Resources and/or Water Court on water rights <br />issues for the slurry wall. Prior to installation of these <br />improvements, the agreements will be submitted to the Division of <br />Minerals and Geology. <br />The most probable location of the slurry wall is shown on MINING <br />PLAN MAP, EXHIBIT C-2. The slurry wall installation consists of <br />excavation of a trench approximately 4' wide through the gravel <br />product strata to a minimum depth of 3' into bedrock. Visual <br />inspection during trenching along with depth measurements are <br />conducted to assure that the trench meets the minimum penetration <br />requirements of 3'. Slurry/mixing holding ponds are constructed <br />at regular intervals adjacent to the trench excavation. A <br />consistent slurry is produced by mixing bulk bentonite and any <br />suitable on-site clay material with local ground water in conical <br />static mixer. The slurry product is discharged into a holding <br />pond, and then pumped through hoses and aluminum irrigation piping <br />to the trench section under construction. Independent engineering <br />services are required with a daily log of construction progress <br />during installation, including continuous on-site observation, <br />surveying, sampling, field testing of various slurry trench <br />parameters, and assimilation of as-built information. <br />The product material will be excavated using backhoes, scrapers, <br />bulldozers, and other similar equipment. It is anticipated that <br />most of the product material will be transported by conveyor belt <br />to the existing plant north of the South Platte River, which <br />traverses Areas 1, 2A & 2B. Cooley will retain the right to <br />process the material on-site and transport it off-site by truck, if <br />necessary. Processing equipment would consist of a crusher, <br />screens, washer, and conveyors. There may also be temporary ponds, <br />for settling and recycling, and a scale house and small office <br />might be set up at either of the two truck access points. <br />
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