My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2018-08-22_REVISION - M1977493 (7)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977493
>
2018-08-22_REVISION - M1977493 (7)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/6/2018 1:11:04 PM
Creation date
9/6/2018 12:53:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
Revision
Doc Date
8/22/2018
Doc Name Note
Part 3 of 3
Doc Name
Request for Technical Revision
From
Climax Molybdenum Company
To
DRMS
Type & Sequence
TR28
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.
/
95
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
Eagle Park Reservoir Chemical Loading and Mixing Analysis <br />entire area. Nevertheless, the saturated thickness in this area was conservatively estimated as <br />being 10 feet and the same hydraulic conductivity (1.15 ft/day) was assigned. <br />Bedrock beneath the alluvium in both valleys consists of Minturn Formation, typically shale with <br />minor sandstone and dolomite, interbedded with younger igneous rocks, typically quartz <br />monzonite porphyry or granodiorite. The igneous rocks were intruded along bedding planes in <br />the Minturn Formation and are a few to many tens of feet thick. The Minturn Formation rocks <br />are contact -metamorphosed into schistose rocks adjacent to the igneous intrusions. Permeability <br />in the Minturn and the igneous rocks is limited to fractures. Results from testing of the Minturn <br />Formation and the igneous rocks at relatively shallow depths in the Tenmile and Eagle valleys <br />provide a median hydraulic conductivity value of 0.17 ft/day (Climax Molybdenum Company, <br />1984; Climax Molybdenum Company, 1985; Kumar, 1994; Titan Environmental, 1995; Wells, <br />1996; ARCADIS, 2012). Fracture density typically decreases with depth, and the hydraulic <br />conductivity estimated from a well drilled to 590 feet deep in quartz monzonite and Minturn <br />Formation shale and dolomite near the mine offices was about 0.003 ft/day. For estimating <br />groundwater flow through deeper bedrock beneath the alluvium, the median hydraulic <br />conductivity of 0.17 ft/day and a saturated thickness of 45 feet were used. The saturated <br />thickness is based on the screened interval in wells EVMW-1D and EV -MW -004. <br />Table 1. Alluvium/Shallow Bedrock Flowoaths A -A' and B -B' Hvdroeeoloeic Parameters <br />Table 2. Deeper Bedrock Flowoaths A -B' Hvdroeeoloeic Parameters <br />Hydraulic <br />Hydraulic <br />Saturated <br />X -Section <br />X -Section <br />Conductivity (k) <br />A Elevation <br />Length <br />Thickness <br />Width <br />Area <br />Flux (Q) <br />Path <br />ft/day <br />ft <br />ft <br />ft <br />ft <br />ft, <br />acre <br />feet/year <br />A -A <br />1.15 <br />47.5 <br />776 <br />20.30 <br />415 <br />8,425 <br />4.97 <br />13-13' <br />1.15 <br />50 <br />1200 <br />10.00 <br />520 <br />5,200 <br />2.09 <br />Table 2. Deeper Bedrock Flowoaths A -B' Hvdroeeoloeic Parameters <br />Eagle Park Reservoir Capacity and Inflows <br />The overall capacity of EPR is approximately 3,150 acre-feet. According to storage records for <br />Eagle Park Reservoir (available through the Colorado Decision Support System), over the past <br />several years, the typical annual change in water storage is on the order of 1,000 acre-feet per <br />year. In comparison, the estimated groundwater inflow represents approximately 1% of this <br />typical recharge volume. The primary source of inflow to the reservoir is surface water run-off <br />from the Chalk Mountain Interceptor and the natural drainage areas to the north and northeast. <br />On an average annual basis, these tributary drainage areas can contribute over 2,100 acre-feet <br />of water to the reservoir. Therefore, even under dry year conditions, the contribution from <br />groundwater is likely to remain a very small portion of the total inflow to the reservoir. <br />Climax Molybdenum Company Page - 3 - <br />Hydraulic <br />Hydraulic <br />Saturated <br />X -Section <br />X -Section <br />Conductivity (k) <br />A Elevation <br />Length <br />Thickness <br />Width <br />Area <br />Flux (Q) <br />ft/day <br />ft <br />ft <br />ft <br />ft <br />ft, <br />acre <br />Path <br />feet/year <br />A -B' <br />0.17 <br />48.8 <br />988 <br />45.00 <br />1210 <br />54,450 <br />1 3.83 <br />Eagle Park Reservoir Capacity and Inflows <br />The overall capacity of EPR is approximately 3,150 acre-feet. According to storage records for <br />Eagle Park Reservoir (available through the Colorado Decision Support System), over the past <br />several years, the typical annual change in water storage is on the order of 1,000 acre-feet per <br />year. In comparison, the estimated groundwater inflow represents approximately 1% of this <br />typical recharge volume. The primary source of inflow to the reservoir is surface water run-off <br />from the Chalk Mountain Interceptor and the natural drainage areas to the north and northeast. <br />On an average annual basis, these tributary drainage areas can contribute over 2,100 acre-feet <br />of water to the reservoir. Therefore, even under dry year conditions, the contribution from <br />groundwater is likely to remain a very small portion of the total inflow to the reservoir. <br />Climax Molybdenum Company Page - 3 - <br />
The URL can be used to link to this page
Your browser does not support the video tag.