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Demonstration of Subaqueous Disposal of Mill Waste

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... from Barnsdall No. 3 mine, Kansas Tailings from Barnsdall No. 2 mine, ... lab 0.03 ft/ft vertical settlement Concentrations in tailings backfill Zinc ... – PowerPoint PPT presentation

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Title: Demonstration of Subaqueous Disposal of Mill Waste


1
Demonstration of Subaqueous Disposal of Mill
Waste
  • Dave Hinrichs, NewFields
  • Mark Doolan, U.S. EPA
  • Chris Wienecke, ATT
  • Sunoco and Jasper County Group
  • R. Fischer and K. Tegtmeyer, NewFields

2
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3
Mill Waste Characteristics
  • Chat from Barnsdall No. 3 mine, Kansas
  • Tailings from Barnsdall No. 2 mine, Missouri
  • Tailings - net-alkaline, permeability 2 x 10-7
    minimal ARD
  • Tailings lab 0.03 ft/ft vertical settlement
  • Concentrations in tailings backfill
  • Zinc 18,730 mg/kg
  • Lead 570 mg/kg
  • Cadmium 130 mg/kg

4
Subsidence pit at Remedial Soil Repository West
of Prosperity
5
Jasper Co. Site Subsidence Pit at North Edge of
Remedial repository
6
Jasper Co. Site Subsidence Pits Subsidence Pit
South of Carterville off of Lewis St.
7
Jasper Co. Site Subsidence PitWest of
Carterville Off of Wilson St.
8
Existing Site Conditions
9
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10
Subaqueous Disposal Theory
  • Place waste in the saturated zone, cap and reduce
    oxygen by 10,000x
  • Establish reducing/anaerobic conditions to reduce
    or eliminate ARD and metals release
  • Lower disposal and O M costs
  • Eliminate pit as trash dumping site
  • Eliminate as storm runoff metal load source

11
Expected Results of Subaqueous Disposal
  • Short-term zinc loading to aquifer
  • Shift from strongly oxidizing to reducing
    conditions, i.e., lower eH
  • Increase in pH to mildly alkaline
  • Greatly reduced rate of sulfide oxidation, ARD,
    and metals release compared to above-ground
    repository

12
Subaqueous Disposal Setting
13
Mechanisms for Metals Release in Subaqueous
Setting
  • Short term
  • Dissolution of reactive secondary minerals
  • Long term
  • Stable sulfide minerals, dependent on final eH
    and pH conditions

14
Galena Leach Study
15
Subaqueous Field Demonstration Jasper County,
Missouri
  • Selected P4 Pond at Freehold mine in Kansas
  • Installed two monitoring wells in Boone aquifer
  • MDNR conducted dye tracing study
  • Collected 2 rounds of baseline samples,
    pre-backfill
  • Backfilled 200 ft x 200 ft x 35 ft pit
  • Installed Well P4 Central in July 2002
  • Collected 4 rounds of post-backfill samples
  • NewFields prepared summary report, Dec. 2003

16
Demonstration Site Map
17
Pond P-4
18
Site Conditions
  • Shallow aquifer confined gradient est. 0.0008
  • Local shale hydraulic gradient est. 0.01
  • Pit depth 35 feet Penn shale 75 feet thick
  • Freehold mine depth of 120 - 180 ft in Miss.
    limestone
  • Pond water level 2 13 feet higher than shallow
    aquifer, poor hydraulic inter-connection
  • Water levels in pits showed dramatic rise and
    fall with storm events

19
Pit Filling
  • Filled pit with 58,500 yds3 of chat and tailings
    March - July 2002
  • Surcharged to plus 4 feet
  • Capped with 1.5 ft of topsoil
  • Volunteer revegetation

20
Pond 4 - filling
21
Pond 4 - Post Filling
22
Filled Pit
23
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24
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25
Filled Pit Monitoring
  • Installed wells P4NW and P15E Dec 2001
  • Collected 2 rounds of baseline samples,
    pre-backfill
  • Installed Well P4 Central in July 2002
  • Collected 4 rounds of post-fill samples

26
Dissolved Zinc Concentrations
27
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28
P4 Pond Redox
29
ZINC LOAD ESTIMATES
30
Conclusions
  • Subaqueous disposal did not increase metal
    loading to shallow aquifer due to low
    permeability/poor connection
  • Subaqueous disposal should substantially reduce
    metals loading to surface streams
  • Post-remedy footprint reduced lower O M cost
  • Jasper County FS includes subaqueous disposal as
    a permanent, moderate cost alternative to
    conventional cap and cover
  • Placement of wastes in mine pits reduces pit
    associated hazards and illegal dumping

31
Pit Selection
  • Prioritize pits that are or can be hydraulically
    isolated from shallow aquifer. Indicators
  • low or negative eH,
  • low O2, poor vegetation and aquatic community
  • Rapid increase in water level if recharged
  • Slow to recover when test-pumped
  • Prioritize pits that pose physical hazards, are
    used as trash dumps, or offer marginal aquatic
    habitat.

32
Engineering Aspects
  • With scrapers and dozers, cost 4.50/cy
  • Tailings can be used in low-permeability caps and
    liners.
  • Using chat only higher predicted zinc loads
    mix tails with chat or fly ash
  • Predict consolidation before backfill
  • Surcharge pits and/or allow time for settlement
    before placing the soil cap.
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