My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-06-28_REVISION - M2016041
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M2016041
>
2017-06-28_REVISION - M2016041
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 5:54:17 PM
Creation date
6/28/2017 3:14:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2016041
IBM Index Class Name
Revision
Doc Date
6/28/2017
Doc Name
Request for Technical Revision
From
Ames Construction
To
DRMS
Type & Sequence
TR1
Email Name
ECS
WHE
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
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
Exhibit D <br />The revegetation measures would be performed in the fall <br />of 2017. <br />(d) There will be no features such as ponds, streams, roads or <br />buildings remaining on the borrow area after reclamation. <br />(e) All features have been previously addressed in the <br />Reclamation Plan. <br />(2) Cost estimate to reclaim the site. <br />The point of maximum disturbance to site will be when the <br />excavation activities are finished. Due to the configuration of <br />the borrow, reclamation activities would not begin until that <br />time. <br />Since the excavation slopes were left at a 3:1 gradient during <br />the borrow removal process, the remaining reclamation work <br />would consist of removing the perimeter berms and placing the <br />topsoil materials over the disturbed areas followed by the <br />application of the recommended soil amendments, seed and <br />mulch. <br />1. Placement of salvaged topsoil: <br />Quantity = 2,360 cubic yards <br />Equipment: Self -loading scraper (similar to CAT 623) <br />Dozer (similar to CAT D6) <br />Labor: 2 equipment operators and '/z time foreman <br />Production rate: 240 cubic yards per hour <br />Hours required to complete = 2,3601130 = 10 hours <br />Equipment costs per hour = $ 240.00 <br />Labor costs per hour = $150.00 <br />Page 2 of 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.