PERMFILE56346

• Permit No: C1980003
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: SECTION 2.05.4 RECLAMATION PLAN
• Media Type: D
• Archive: No

• Revision to Section 2.05.4(b)
Backfill Foundation Excavation
8,300 yd3 excavated - 2,000 yd3 hauled to backfill =
6,300 yd3 in site to be backfilled - no haul required.
6,300 yd3 =. 112.5 yd3/hr = 56 equipment hours
Cat 215, 56 hours @ $67.70 = $3,791
Haul To Backfill Foundation Areas
996D loader with 4.5 yd3 bucket
Truck & Trailer @ 40 yd3 capacity
@ 15 mph trip =
To load
To dump
TOTAL CYCLE

.033 hours
.060 hours
.025 hours
.12 hours for one truck to load,
haul dump and return
2,000 yd3 to haul @ 40 yd3/trip = 50 trips
50 trips @ .12 hours/trip = 6 hours

751/70/25 Revised January 1985