My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2019-12-13_REVISION - M1980244 (55)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1980244
>
2019-12-13_REVISION - M1980244 (55)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/7/2025 2:02:33 AM
Creation date
12/16/2019 2:38:11 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
12/13/2019
Doc Name Note
Appendix 3
Doc Name
Request For Amendment To Permit
From
CC&V
To
DRMS
Type & Sequence
AM13
Email Name
TC1
MAC
BFB
ERR
JPL
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
Newmont Goldcorp . <br /> VLF/OSA Closure Stormwater Analysis ■ <br /> NewFields Project No.475.0106.035 <br /> November 8,2019 <br /> The SGOSA Channel 2 conveys runoff form the Southl watershed and flow from the ECOSA <br /> Channel 5. This channel will have a peak flow of 199 cfs and will discharge into the East Cresson <br /> Pit. The proposed stormwater plan can be seen on Figure 4. <br /> 3.4. Valley Leach Facility 2 <br /> Runoff from VLF2, also known as Squaw Gulch Valley Leach Facility (SGVLF), was divided into <br /> fourteen watersheds and five different diversion channels. Watersheds 3a, 4a, 5a, 6a and 7a flow <br /> into down drains down the outside of the facility and discharge directly out of the facility area. <br /> Watershed 1 contributes to VLF2 Channel 5 and eventually merges with SGOSA Channel 2 to <br /> discharge into the Cresson pit. The VLF2 Channel 5 has a peak flow of 206 cfs. <br /> The VLF2 Channel 4 conveys flow from watersheds 2, 3b and 3c.At approximately STA 41+00 and <br /> STA 48+00, flow from VLF1 channels 4 and 3 also merge into VLF2 Channel 4. The peak flow in <br /> VLF2 Channel 4 is 879 cfs. The VLF2 Channel 3 conveys flow from watershed 4b and its peak flow <br /> is 26 cfs. VLF2 Channels 3 and 4 merge with the down drain from watersheds 3a and 4a and <br /> discharges under Highway 67 to Squaw Gulch. This design does not include the required <br /> structures in order to convey this flow under Highway 67. Given the high value, it is anticipated <br /> that a substantial outlet structure will be required to divert the flow under the road. <br /> The VLF2 Channel 2 conveys flow from watershed 5b and has a peak flow of 17 cfs. The VLF2 <br /> Channel 1B conveys flow from watershed 6b and has a peak flow of 37 cfs. These two channels <br /> merge at an existing sediment pond. Reporting to this existing pond is also direct flow from the <br /> down drain between watersheds 6a and 5a. <br /> Watershed 8 contributes to VLF2 Channel 1A which has a peak flow of 139 cfs. This flow also <br /> reports to an existing sediment pond. Reporting to this pond is also direct flow from the down <br /> drain from watershed 7a. The proposed stormwater plan can be seen on Figure 5. <br /> 3.5. Valley Leach Facility 1 <br /> Runoff from VLF1, also known as Arequa Gulch Valley Leach Facility (AGVLF) is divided into six <br /> different diversion channels. Stormwater runoff from watersheds Northeast and East flow into <br /> channels VLF1 Channel 5 and 6 respectfully and discharge into the Cresson Pit. The peak flow <br /> reporting to VLF1 Channel 5 is 428 cfs and the peak flow reporting to VLF1 6 is 93 cfs. <br /> Channels VLF1 1 and 2 receive stormwater runoff from the Southeast and West watersheds and <br /> discharge into Arequa Gulch. The peak flow reporting to VLF1 Channel 1 is 324 cfs and the peak <br /> flow reporting to VLF1 2 is 357 cfs. <br /> Stormwater runoff from watersheds Northl and North 2 will report VLF1 Channel 4 and 3 merges <br /> into VLF2 Channel 4 and eventually discharge into Squaw Gulch. The peak flow reporting to VLF1 <br /> Page 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.