My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2024-03-28_REVISION - M2015030 (2)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M2015030
>
2024-03-28_REVISION - M2015030 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/28/2024 10:17:16 AM
Creation date
3/28/2024 10:14:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2015030
IBM Index Class Name
Revision
Doc Date
3/28/2024
Doc Name
Final Exhibits
From
Asphalt Specialties Co., Inc
To
DRMS
Type & Sequence
AM2
Email Name
ECS
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.
/
100
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
Chavers Mining Resource <br /> DRMS Permit No.M-2015-030 <br /> Amendment No.2(AM-02) <br /> March 2024 <br /> Page 4 <br /> • Industrial Well: In addition to sand and gravel pit mining, a concrete production plant is <br /> located at the Site. The concrete production plant utilizes groundwater from the on-site <br /> industrial alluvial well (Well Permit No. 80120-F) located near the southeast corner of <br /> the Site. <br /> ASCI maintains annual replacement water lease(s) and Substitute Water Supply Plan (SWSP) <br /> approved by the Division of Water Resources (DWR) to account for out-of-priority depletions <br /> resulting from the water diversions and impoundments. <br /> 6.4.4 (D) SIZE OF AREA(S) TO BE WORKED ON AT ANY ONE TIME <br /> The maximum pit size to be worked on at any one-time is approximately 26 acres (i.e., current <br /> extent of the pit). The current depth of the excavation ranges between 19 to 28 feet below ground <br /> surface (ft bgs). Backfilling will occur concurrently with mining activities. The historic high <br /> groundwater elevation is 4,910.33 feet above mean sea level (ft amsl) in monitoring well MW-3 <br /> which is located near the midpoint of the Site. This indicates that a midpoint baseline backfill <br /> elevation of 4,912 ft amsl will provide sufficient coverage to eliminate exposed groundwater in <br /> the pit(i.e., 1.67 feet). Cut and fill calculations to balance the affected area to the midpoint backfill <br /> elevation of 4,912 ft amsl are presented in the table below. <br /> Cut/Fill Calculation to Eliminate Exposed Groundwater <br /> Fill Volume(Required) 764,398 CYs <br /> Cut Volume(Currently On-Site) 680,718 CYs <br /> Off-site Material Required 83,680 CYs <br /> The primary source of backfill material will be clean,uncontaminated material consistent with the <br /> Construction Material Rule No. 1, Section 1.1 (22) that will be imported from off-site. ASCI <br /> obtains this material from contractors who generate the material as part of construction projects in <br /> the vicinity (e.g., excavations for new housing). Based on 2022, ASCI will obtain sufficient off- <br /> site material to offset the volume required to eliminate exposed groundwater in approximately one <br /> (1) year; however, annual off-site volumes are expected to increase as construction continues to <br /> expand in the Northern Front Range area. Off-site material received will be temporarily stored at <br /> backfill staging areas around the excavation (e.g., typically no longer than one to two weeks) or <br /> processed as part of the recycling operation on-site prior to being placed in the pit.Backfill material <br /> will be managed separately from topsoil and overburden stockpiles at the Site. <br /> 6.4.4 (E) APPROXIMATE TIMETABLE FOR MINING OPERATION <br /> Approximately 75 of the 87 acres of affected area at the Chavers Mining Resource are mineable. <br /> Of the 75 mineable acres, approximately 53 acres have been or are currently being mined. The <br />
The URL can be used to link to this page
Your browser does not support the video tag.