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2019-09-30_REVISION - M1988108
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2019-09-30_REVISION - M1988108
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Last modified
1/6/2025 4:29:33 AM
Creation date
10/1/2019 1:47:16 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988108
IBM Index Class Name
REVISION
Doc Date
9/30/2019
Doc Name
Adequacy Review Response #3
From
Arcosa Lightweight
To
DRMS
Type & Sequence
AM3
Email Name
ECS
Media Type
D
Archive
No
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ARCOSA <br /> Additional tests were conducted on-site to confirm that site specific conditions are the same as in Douglas <br /> County. These tests, summarized in Table D-2, show the Pierre Shale Formation at the quarry site to be <br /> as impervious as it is in Douglas County. In addition, permeability tests were conducted for compacted <br /> shale fines and locally available clay materials to confirm their utility as impervious capping materials. <br /> Results of these tests also are presented in Table D-2. <br /> Mine Operations <br /> Mining occurs within the Quarry Area identified in Exhibit C. Mining progresses incrementally to the south. <br /> There are not distinguished phases or sections of mining set. Each southward increment involves <br /> stripping overburden to expose additional reserves and placing this overburden on slope and the bottom <br /> of the mined-out portion of the quarry. The newly exposed section is mined to the ultimate quarry depth <br /> prior to stripping the next increment. The ultimate depth of the quarry floor elevation is 5,860 feet above <br /> mean sea level. An existing overburden stock-pile located to the south of the quarry area will be reserved <br /> for use in reclaiming the portion of the quarry last mined. Additional reclamation details are discussed in <br /> Exhibit E. <br /> Shale is mined from the Pierre Shale formation using an excavator to rip the material from the quarry floor <br /> and load it directly into off-highway haul trucks of 35- to 50-ton capacity. The trucks haul the shale to a <br /> primary crusher (feeder-breaker) located at ground-level above the quarry along a haul road on the <br /> western side of State Highway 93 (HWY 93). <br /> The rate of excavation is, and will be, approximately 1,200 to 1,400 tons of shale per day. The quarry <br /> operates seven days per week, 24 hours per day. The mining and processing schedule may be modified <br /> depending on operational demand and the safety of operating conditions; however, no formal stages or <br /> phases of mining are planned. <br /> Crushing and Conveying <br /> The mined shale is crushed by the primary crusher to a nominal minus 5-inch size. The primary crusher <br /> mechanically feeds crushed shale to a conveyor that traverses beneath HWY 93 from west to east. <br /> Crushed shale is transported by conveyor beneath HWY 93 to the processing plant for further size <br /> reduction and storage. <br /> Processing Operations <br /> Crushed material is fed from the conveyor into a rotary kiln on the east side of HWY 93. The rotary kiln <br /> heats the crushed material to 2,000' F to produce lightweight aggregate. The finished product is stored in <br /> stockpiles prior to being loaded onto rail cars for shipment. <br /> The lightweight aggregate plant will produce at least 200,000 cubic yards of aggregate annually for up to <br /> 30 years, depending on market and operational conditions. <br /> Products (i.e., primary and secondary commodities) produced at the processing plant include lightweight <br /> aggregate. <br /> No explosives are used during the mining process. <br />
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