My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2004-05-26_REVISION - M1998052
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1998052
>
2004-05-26_REVISION - M1998052
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 11:00:59 AM
Creation date
11/21/2007 4:33:22 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1998052
IBM Index Class Name
Revision
Doc Date
5/26/2004
Doc Name
Adequacy of the Conversion Application
From
DMG
To
Everist Materials LLC
Type & Sequence
CN1
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.
/
10
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
Adequacy of the CN-001 Application <br />Mascot Placer <br />May 26, 2004 <br />Permit No. M-1998-052 <br />Placer. Application and crimping of two tons per acre of weed free straw or native hay <br />would further benefit reclamation by lessening rain drop erosion while plants become <br />established.. <br />2. Fuel Storage <br />The CN-001 application states that bulk fuel will be stored in tanks onsite well above the 100-yeaz <br />flood flow. Flood flow calculations included in the Alpine Rock permit are referenced in CN-001, but <br />these calculations have not been used to delineate the 100-year floodplain. Has the floodplain been <br />delineated at this location, e.g., has a flood insurance rate map been produced? If not, how will the <br />Operator determine where to locate the fuel tanks? Given the pervious subgrade at this location and the <br />proximity to the river, the DMG recommends that the fuel tanks be bermed, the bermed area be lined <br />with a UV resistant membrane, and that the bermed area be sized to accommodate 1.5 times the <br />capacity of the tanks. The DMG further recommends that the Operator adopt a policy and install <br />signage stating that the fuel valve be manned at all times during fueling. Lubricants, antifreeze and any <br />other potential contaminants stored within the permit azea must be stored such that spills will be <br />contained. Spill containment measures to be employed must be described and incorporated into the <br />permit. <br />3. Waters of the United States <br />During the public comment period for the CN-001 application, the Army Corps of Engineers provided <br />comments stating that a Department of the Army permit would be required prior to any impacts to <br />waters of the United States, including wetlands. In the CN-001 application, it is stated that no activity <br />will take place in the river or wetlands with the exception of the future installation of a second <br />culverted river crossing. It is stated in the CN001 application that the Corps of Engineers will be <br />contacted prior to the installation of the second crossing. It is the DMG's understanding that there has <br />been no wetlands delineation conducted at the Mascot Placer. During the DMG's preoperational <br />inspection of the site, to be conducted on the afternoon of June 1, 2004, the potential for the proposed <br />operations to impact wetlands will be evaluated. Unless it is obvious that there aze no wetlands in the <br />proposed area of affected land, a wetlands delineation may be required. <br />4. Fugitive Dust <br />It is stated in Exhibit M to the CN-001 application that one or more fugitive dust permits maybe <br />required. Since there is an active 1101irnited impact permit, and since the Operator intends to progress <br />mining into the acreage proposed for addition to the permit upon the approval of CN-001, the Air <br />Pollution Control Division (APCD) must be contacted as soon as possible to determine what, if any, <br />permit or notices will be required. Please report to DMG the findings and requirements of the APCD. <br />5. Reclamation Costs <br />In Exhibit L to the CN-001 application the estimated cost for grading and slope reduction is listed as <br />$1000.00 total. Please quantify the maximum number of acres that may require grading and the <br />maximum length and height of working face that may require slope reduction at any point during the <br />life of the operation. Bear in mind that these data will be used to estimate grading costs and establish <br />the amount of required bond. As a result, the acreage and working face configuration provided in your <br />
The URL can be used to link to this page
Your browser does not support the video tag.