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2019-12-13_REVISION - M1980244 (59)
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2019-12-13_REVISION - M1980244 (59)
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Last modified
12/27/2024 3:41:31 PM
Creation date
12/16/2019 1:11:56 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
12/13/2019
Doc Name Note
Appendix 1 - 2
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
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AkEcological Resource Consultants, Inc. <br /> 35715 US Hwy.40, Suite D204— Evergreen, CO—80439 — (303)679-4820 <br /> Technical Memorandum <br /> Date: November 19, 2019 <br /> To: Jay Janney-Moore, NewFields <br /> From: Troy Thompson/Ryan Hummel, ERC <br /> Re: CC&V Water Balance User's Manual <br /> Introduction <br /> Ecological Resource Consultants, Inc. (ERC) created a water balance model for Newmont Goldcorp's <br /> Cripple Creek&Victor(CC&V) mine located in Teller County, CO. The model was developed as part of the <br /> VLF2 Phase 3 project work. ERC developed the water balance model using GoldSim version 12.1 software. <br /> The model was developed with the intent that mine personnel would be able to input data and make <br /> model runs to predict future conditions. This software facilitates stochastic analysis and allows the user <br /> to evaluate a range of potential outcomes when evaluating the adequacy of the system and running <br /> scenarios that assist with operating decisions. <br /> This document is intended to accompany the GoldSim model created by ERC and delivered to CC&V. <br /> Documentation accompanies the GoldSim file named "09-24-19 CCV WB Model". It provides a brief <br /> summary of model components, presents information on model structure, and then discusses model <br /> inputs and results. The intent is that this document supplements instruction within the model itself. <br /> This memo also summarizes how the water balance model was utilized to size the VLF2 Phase 3 pond and <br /> the results of the pond sizing. <br /> Water Balance Components <br /> The primary components of the water balance model are the two valley leach facilities (VLF). The Arequa <br /> Gulch VLF (VLF1) includes four different heap phases, each draining to a separate pregnant solution <br /> storage area (PSSA), denoted PSSA 1, PSSA 2, PSSA 4, and PSSA 5. Note that Arequa Gulch Phases 2 and 3 <br /> drain to the same pond therefore they are combined as Phase 2 from a water balance standpoint. The <br /> Squaw Valley VLF (VLF2) consists of a Phase 1/2 and a Phase 3 VLF. The Squaw Valley site was therefore <br /> modeled as two heap leach facilities while the Arequa Gulch site was modeled with the four PSSA systems <br /> linked together. It is assumed that no ore is being added to VLF1 in this model, with only secondary <br /> leaching of previously placed ore occurring at VLF1. <br />
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