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2019-05-09_REVISION - M1980244 (3)
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2019-05-09_REVISION - M1980244 (3)
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Entry Properties
Last modified
12/27/2024 9:24:24 AM
Creation date
5/10/2019 9:45:41 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
5/9/2019
Doc Name
Adequacy Review Response
From
CC&V
To
DRMS
Type & Sequence
TR114
Email Name
TC1
Media Type
D
Archive
No
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Closure Cost Estimate <br /> Foundations&Buildings <br /> Project Name: Silo-Reclamation Plan <br /> Date of Submittal: 5/6/2019 <br /> File Name: SRCE for Silo V2.xlsm <br /> Model Version:Version 1.4.1 <br /> Cost Data:User Data <br /> Cost Data File:SRCE_Cost_data_NMC_20209BP_17Apr.xlsm <br /> Cost Estimate Type:ARO Cost Basis:Newmont CC&V FASB <br /> Buildings&Foundation Demolition Cost Summary <br /> Labor Equipment Materials Totals <br /> Building Demolition Cost $741 $544 N/A $1,285 <br /> Wall Demolition Cost $5,630 $427 N/A $6,057 <br /> Slab Demolition $224 $956 N/A $1,180 <br /> Subtotal Demolition $6,595 $1,927 $0 $8,522 <br /> Cover Placement Cost $0 $0 N/A $0 <br /> Growth Media Placement Cost $0 $0 N/A $0 <br /> Ripping/Scarifying Cost so $o N/A $0 <br /> Subtotal Earthworks SO $0 $O $0 <br /> Revegetation Cost $0 $0 $0 $0 <br /> iorALSI $6,5951 $1,9271 So $8,122 <br /> Buildings&Foundation-User Input You must fill in ALL green cells and relevant blue cells in this section for each building orfacility <br /> Facility Description Physical-MANDATORY Foundation Cover(1) Growth Media(1)(entire footprint) <br /> Average Flat Building r <br /> Area Long Footprint <br /> Distance from <br /> Foundation Dimension (including Foundation Slope from Distance from Slope from <br /> Descnption Eve Foundation Wall Wall (ripping surrounding Foundation Cover Facility to Growth Media Growth Media Facility to <br /> (required) ID Code Type Length Width Height Slab Thickness Thickness Height distance) facilities) Cover Thickness Borrow Area Borrow Area Thickness Stockpile Stockpile <br /> ft ft ft in ft ft ft %grade ft %grade <br /> 1 Silo process-other 9 9 61 12 24 5 <br /> 2 Conveyor Supports Process-other 4 6 96 <br /> Notes: <br /> 1.Foundation cover only calculated to cover slab.Growth media estimated over entire footprint area <br /> 2.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 /> 51712019 <br /> se-�om...,00 n.iws <br /> rraunm ne,eMa. Page 1 of 6 FoundaLons&Buildings <br />
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