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2024-06-03_REVISION - M1977170
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2024-06-03_REVISION - M1977170
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Last modified
6/3/2024 2:13:46 PM
Creation date
6/3/2024 1:59:20 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977170
IBM Index Class Name
Revision
Doc Date
6/3/2024
Doc Name
Adequacy Review Response
From
Butala Construction Company
To
DRMS
Type & Sequence
AM2
Email Name
LJW
Media Type
D
Archive
No
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EXHIBIT D Mining Plan <br /> Methods <br /> Mining activities will be a continuation of the methods used for the past two decades at this location. <br /> Open pit mine excavation will be done by excavators and front-end loaders. Boulders larger than 3 feet <br /> are visually separated before the bank run material is fed to a dry screening plant. Through a <br /> combination of grizzlies and screens,products are segregated to surge piles before transport by loader <br /> and/or truck to stockpiles.No blasting is used. <br /> The majority of products are sold as cobble rock for landscaping cover.Typically, once each year, a <br /> subcontractor is brought in with crushing equipment to produce crushed rock and road base for <br /> construction applications. Crusher fines are a by-product that is sold for asphalt mixes. <br /> The pit run material contains approximately 40%sand which is sold for numerous purposes. Dry <br /> screened sand(<1/2")is sold for bedding, fill, concrete mix, etc. Some sand is rescreened and washed to <br /> produce specification concrete sand(<3/8")and masonry sand(<1/4). Pea pebbles are a by-product of <br /> this screening.This wash screening and stockpiles takes place outside the permit area. <br /> Previously,two pits have been excavated to approximately 25 feet by first removing 1-3 feet of <br /> overburden,then proceeding across the pits with high, side wall excavation.The North pit has been fully <br /> mined to the first 25-foot level with a pit floor of approximately 10 acres.The South pit is currently <br /> nearing completion of the first 25-foot level and will have a pit floor of approximately 23 acres. <br /> Products <br /> Shipments for 2021 totaled 167,320 tons and for 2022 the total was 175,030 tons.As stated above,the <br /> majority of products are coble for landscape cover. These include various sizes: 1/4"-1/2"pebbles, <br /> '/z"xF, Fx2", 2"x4", 4"x8", 8"x20", and various size boulders up to 10'. Cobble is mostly grey colored <br /> granite which has been smoothed by several geological events which transported and deposited the <br /> material from the upper Arkansas Valley areas.A lesser mix of other rock, mostly metamorphic, can be <br /> found.A distinctive trait of this formation is the lack of fine(<#400)or soluble material. The sands are <br /> clean of clays and have very little silt. Sands are produced by dry screening for bedding, fill and leach <br /> fields. To meet ASTM specifications, some sands are washed for concrete and masonry mixes. <br /> In addition to landscape cover and sands, construction angular aggregate is produced by crushing cobble <br /> rock. This is typically sized to<3/4" and accounts for about 7% of tons shipped. Pit run is also crushed <br /> to make road base which represents about 12%of tons shipped.A crushing by-product is crusher fines <br /> (<1/4")which are sold for bedding material and asphalt mixes. <br /> Roads <br /> Within the pit, roads are provided for m*ining equipment to haul and distribute products and for trucks <br /> to ship products. Most products are stockpiled on the pit floor for loading shipments. Roads and ramps <br /> are at least 30'wide with slopes less than 10% and are kept graded for smoothness.Water is applied to <br /> prevent excess dust. Signage is in place for truck drivers. Radios are used by all equipment operators to <br /> coordinate traffic. CB radio contact is used for truckers. Customers with small vehicles or trailers are <br /> usually not directed to the pit but are loaded from small stockpile bins near the office. <br /> Restrictions <br /> Between the two pits, a 6.6-acre Mine Restriction Area(MRA)bordered by Buffer Area(BA)exists in <br /> accordance with the 2000 US District Court Consent Decree"Remedial Design/Remedial Action for <br /> Operable Unit 2 Smeltertown Superfund Site"which implemented restrictive covenants on the use of <br /> the property. The BA has been excavated to a depth of 20 feet per the covenants.Additionally, <br /> approximately one acre was excavated to a depth of 20 feet within the MRA but was discontinued when <br />
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