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Closure Cost Estimate <br />Haul Material <br />Project Name: Cross and Caribou Reclamation Estimator - Reclamation Plan <br />Date of Submittal: November 23 2021 <br />File Name: RND2_Cross And Caribou Reclamation Cost Estimator_REVB.xlsm <br />Model Version: Version 1.4.1 <br />Cost Data: User Data <br />Cost Data File: SRCE_Cost_Data_File_1_12_Std_2020.xlsm <br />Cost Estimate Type: Surety Cost Basis: Northern Nevada <br />Generic Material Hauling - Cost Summary <br />Labor Equipment Materials Totals <br />Hauling/Crush/Screen/Compact $616 $1,287 N/A $1,903 <br />Cover Placement Cost $1,092 $3,246 N/A $4,338 <br />Topsoil Placement Cost $1,092 $3,246 N/A $4,338 <br />Ripping/Scarifying Cost $69 $102 N/A $171 <br />Subtotal Earthworks $2,869 $7,881 $0 $10,750 <br />Revegetation Cost $140 $50 $114 $304 <br />TOTALS $3,009 $7,931 $114 $11,054 <br />Generic Material Hauling - User Input <br />Facility Description Physical Hauled Material Crushing & Screening Cover Growth Media <br />Description <br />(required)ID Code Type <br />Final <br />Surface <br />Area <br />Average <br />Ripping <br />Distance <br />Material <br />Volume <br />Required <br />Distance <br />from <br />Borrow <br />Source (1) <br />Slope <br />to <br />Borrow <br />Source <br />Crush <br />Material <br />Screen <br />Material <br />Loss to Crushing/ <br />Screening <br />Distance <br />to <br />Placement <br />Location (2) <br />Slope <br />to <br />Placement <br />Cover <br />Thickness <br />Distance <br />to <br />Cover <br />Borrow <br />Slope <br />to <br />Borrow <br />Growth Media <br />Thickness <br />Distance to <br />Growth Material <br />Stockpile <br />Slope <br />to <br />Stockpile <br />-1 acres ft cy ft % grade %ft % grade in ft % grade in ft % grade <br />1 Idaho Tunnel Regrade UG Mine - Openings Horizontal0.09 50 507 260 -5.0 No Yes 10%50 -3.0 20 22,704 -7.0 4 22,704 -7.0 <br />Notes: <br /> 1. Input distance to crusher if material to be crushed <br /> 2. Input distance from crusher to placement if material to be crushed <br /> 3. If Slope from facility to borrow source is >20, downhill travel time may be underestimated due to limitation of uphill travel time curves and downhill speed tables from CAT Handbook (see Productivty Sheet) <br />11/21/2021 <br />Copyright © 2004 - 2009 <br />SRCE Software. All Rights Reserved. Page 1 of 5 Haul Material <br />I I I I I <br />I I I I I I I I I I I I I I I I I I I