My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
_REVISION - M1973021 (3)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1973021
>
_REVISION - M1973021 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/5/2021 9:04:39 AM
Creation date
11/5/2021 8:51:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Revision
Doc Name Note
AM07 Final
Doc Name
Adequacy Review Response #3
From
Aggregate Industries
To
DRMS
Type & Sequence
AM7
Media Type
D
Archive
No
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
260
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
Aggregate Industries, Morrison Quarry <br />Amendment No. 7 to Permit M-1973-021 <br />Morrison, CO <br /> <br />October 2021 | 20 <br />outlet. All drainage diversion structures were sized based on calculated 100-year peak flow <br />rates and runoff volumes to limit impacts to downstream structures in UD#2. Both detention <br />basins will include emergency spillways, designed to accommodate 500-year peak flow with <br />50% grate blockage. Detention Basin 2, the inlet basin, will be installed at approximate El. 7,040 <br />on the northern side of the South Quarry western face to intercept UD#1 along its natural flow <br />path. Water will pass through the outlet control structure to a culvert to be installed on the <br />existing upper western bench at El. 7,040, with a slope of 0.2% carrying water south along the <br />bench towards UD#2. Once the culvert exits the western face bench, the slope will increase to <br />1.1% and pass through a control structure to enter Detention Basin #2. From there, water will <br />discharge to UD#2. The drainage diversion will remain after mining activities are complete. The <br />draft final drainage design can be found in Appendix 3, and Exhibit F.3 presents its final <br />configuration. <br />It is anticipated that stormwater may collect in the lower elevations of the South Quarry after <br />significant weather events. Per the Storm Water Management Plan (Rev. 6, June 2021), visual <br />observation will be conducted during and after storm events, and stormwater that has not <br />infiltrated into the subsurface within 72 hours will be pumped to Outfall 003 for discharge. Once <br />Phase III mining is completed, a long-term drainage structure will be designed and installed. <br />The final design and cost estimate for this structure or a permit modification to remove this <br />drainage requirement will be submitted within 24 months of this amendment signature. <br />Schedule for Phase III Buildout <br />Phase III development is anticipated to have a duration of approximately 12 years. The West <br />Quarry will be mined concurrently with the South Quarry, and approximately 11 acres of the <br />West Quarry and 86 acres of the South Quarry will be impacted during Phase III.
The URL can be used to link to this page
Your browser does not support the video tag.