|
0
<br />7,600
<br />7,400
<br />7,200
<br />w
<br />LL
<br />i
<br />.2 7,000
<br />cc
<br />W
<br />6,800
<br />6,400
<br />0
<br />RPE East Refuse Capacity
<br />No Name Gulch
<br />1.25 Tons /CY
<br />Service Life (Years)
<br />10 20 30 40 50
<br />7,600
<br />7,400
<br />7,200
<br />Ll
<br />7,000 p
<br />W
<br />. .11
<br />6,400
<br />1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 11,000 12,000 13,000
<br />Note: Service life is based on a refuse
<br />generation rate of 300,000 tons per
<br />year, with a conversion ratio of 1.25 tons
<br />per cubic yard. Colluvium excavated
<br />from foundation is placed in refuse pile.
<br />Storage Capacity - CY (x 1,000)
<br />- - - Permit Envelope 2.5H:1 V Slope
<br />— Permit Design - 2.5H:1 V Slope w/ Haul Road Benches
<br />— — 2.5H:1 V Slope w/2 x 300 -Ft Benches
<br />P: \Mpls \06 CO\26 \06261003 MCC Refuse Pile Site Review & Perm it \WorkFiles \RPE East and Buttress Design \RPE East Volume Calc \Refuse Pile Stage- Storage Volume PTS2 1/7/2010
<br />.•
<br />•
<br />.
<br />7,600
<br />7,400
<br />7,200
<br />Ll
<br />7,000 p
<br />W
<br />. .11
<br />6,400
<br />1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 11,000 12,000 13,000
<br />Note: Service life is based on a refuse
<br />generation rate of 300,000 tons per
<br />year, with a conversion ratio of 1.25 tons
<br />per cubic yard. Colluvium excavated
<br />from foundation is placed in refuse pile.
<br />Storage Capacity - CY (x 1,000)
<br />- - - Permit Envelope 2.5H:1 V Slope
<br />— Permit Design - 2.5H:1 V Slope w/ Haul Road Benches
<br />— — 2.5H:1 V Slope w/2 x 300 -Ft Benches
<br />P: \Mpls \06 CO\26 \06261003 MCC Refuse Pile Site Review & Perm it \WorkFiles \RPE East and Buttress Design \RPE East Volume Calc \Refuse Pile Stage- Storage Volume PTS2 1/7/2010
<br />
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