My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007-11-01_PERMIT FILE - C1982056A (5)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1982056A
>
2007-11-01_PERMIT FILE - C1982056A (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:18:17 PM
Creation date
3/3/2008 2:19:39 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
11/1/2007
Section_Exhibit Name
Appendix A Bonding Calculations Part 2
Media Type
D
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
87
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
t ~Y Transport/Load/Distribute Costs to move 12,800 BCY, <br />w/1.125 swell factor = 14,400 LCY <br />Haul truck - 18 LCY soiVload ~ 3.5 loads/hr @ 861.09/hr = $ 14,877.00 <br />966 Loader - 480.06 LCY/hr (.75 x 1.2 x .83) ®$74.22/hr - $ 2,649.00 <br />D9 semi-universal blade Dozer - 300 k push distance; <br />450 LCY/hr (.75 x 1.2 x .83) ~ $140.62/hr $ 6,023.00 <br />Topsoil Relocation Subtotal = d 2?,549.00 <br />II Cite Rrten~on - Crou Backfill Site <br />Carried over from previous bond (97-145) c~w~~ <br />a. Borehole Sealing <br />Drill rig for grouting est. 8 hours @ 8125/hr = $ 1,000.00 <br />10 CY grout (c~ $90/CY, dehvered - $ 900.00 <br />Excavate casing to 3 k below grade - backhce 2 hrs ®$75/hr $ 150.00 <br />Ctu casing -laborer 4 his Q $15/hr = $ 30.00 <br />BrnddeSealotg S 2,080.00 <br />b. Drill pits o~~- <br />Soil voltune = 267 BCY = 3071 CY, Ao~erage push distance = 50 k <br />Asstune: Cat D6 straight blade dozer, avg. operator, loose mazerial, <br />50 rains/hr - 200 LCY/hr x 0.75 x 1.2 x 0.83 149. 4 LCY/hr <br />Tune required to regrade soil - 307 LCY/149.4 LCY/hr = 2 hrs <br />Dozer and operazor ®E75/hr <br />Cost - $75/hr x 2.1 his 71xr~rnr; Drill Pits - d 154.00 <br />b. Concrete Pads <br />130' x 70' x 6" & 80' x 40' x 6" - 6,150 sf - 228 CY ®$5.18/CY - d 1,18].00 <br />Coxrt4 Pais - ,S -],78T.0~- <br />• Topsoil Relocation <br />Transport/Load/Distribute Costs to move 6,722 BCY, <br />w/1.125 swell factor - 7,730 LCY <br />Haul wrk - 18 LCY soil load ~ 3.75 loads/hr ®$65/hr = <br />966 Loader - 480.06 LCY/hr (.75 x 1.2 x .63) ®$74.22/hr = <br />D9 semi-universal blade Dour - 250 k push distance; a yr~ <br />550 LCY/hr (.75 x 1.2 x .83) ~ $140.62/hr - <br />Topsoil Rela-~s = <br />Site Retention Subtotal - <br />l ~ b IiI. Storage Area Transfer <br />a. Topsoil redistribution costs to move 4,840 BCY, <br />w/1.125 swell factor = 5,445 LCY <br />D9 semi-universal blade Dozer - 200 h push distance; <br />650 LCY/hr (.75 x 1.2 x .83) Q 8140.62/hr - <br />b. Revegetation of 1.5 acres <br />1.5 acres x $285.64 = <br />Topsoil Redistribution Subtotal = <br />9 a ~• N. Culver Extension <br />Removal of culvert extensions and dirt/roadbase <br />Two 48" diameter, 100' extensions, each w/cover <br />2[($4.98+$5.15+83.12+E 1.25)x 100'] <br />• Culvert Fxtensiors Subtotal <br />Subtotal for TR-9837 <br />Administrative Fee of 17% <br />APPR®1/~~, :;l.i•1 C 5 ~cgg Grand Total forTR-9831 <br />$ 7,444.00 <br />8 1,391.00 <br />$ 2,645.00 <br />S 11,480.00 <br />d 14,895.00 <br />$ 1,577.00 <br />$ 428.00 / <br />d 2,005.00 / off' oar <br />~ ,,. ~~ .~`' g$ <br />~ c ~g• <br />.~;~ P"~ <br />$ 2,900.00 <br />d 2,900.00 <br />- $ 43,349.00 <br />- $ 7,369.00 <br />S 50,718.00 <br />
The URL can be used to link to this page
Your browser does not support the video tag.