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1989-12-01_REVISION - M1988112 (4)
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1989-12-01_REVISION - M1988112 (4)
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Entry Properties
Last modified
6/19/2021 8:07:26 AM
Creation date
11/21/2007 3:06:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
12/1/1989
Doc Name
Objection
From
Charlie J. Jaquez Jr.
To
MLRB
Type & Sequence
AM1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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<br /> <br />acid is used in the gold-loaded carbon wash and what is its <br />concentration? {Pages D-14 and D-15 contain identical text <br />7. Pg. D-16: How will the gases and vapors from the heated <br />and pressurized desorption vessel be controlled? Will any emi:sions <br />into the atmosphere occur? What quantities of sulfuric acid ai-e <br />anticipated to be used within a year's time of operation? Whai; <br />concentrations will be used and how will the acid be transported? <br />How is the volatilization of cyanide controlled? Will such <br />emissions into the atmosphere occur? What is the guarantee the.t "in <br />the event of a tank rupture or leak, all solutions are collected and <br />contained within the mill"? <br />8. [D.6.1] How will the tailings material be contained if a <br />storm event with a magnitude beyond the "probable maximum <br />precipitation event during operations" occurs? The surface wai.er <br />and groundwater of the project area and vicinity (which includes the <br />Town of San Luis, the town's water supply, and the Vega) could be <br />severely damaged. <br />9. [D.6.1] What is the concentration of cyanide, acids, or <br />other chemicals in the slurry-form tailings? <br />10. Pg D-19: "The site is located in an arroyo tributary to <br />Culebra Creek and is not located within the Rito Seco drainage' IS A <br />FALSE STATEMENT. The site IS in the Rito Seco drainage. The Fito <br />Saco contains a diversion which eventually leads into the Culebra <br />Creek after traversing the length of the Vega. Culebra Creek is <br />located about four miles from the BMG mill site. <br />11. Pg. D-20: Given the extreme consequences of the Towr of <br />San Luis being only 3 miles downstream, the "100 year 24 hour <br />stormwater diversion ditch system around the tailings disposal area" <br />is not adequate. The possible damage to the town's drinking we ter <br />supply (the aquifer) cannot be tolerated. The location of the <br />tailings disposal area looks good only on paper. The consequences <br />of this plan could be catastrophic. <br />12. Pg D-21: A single 40 mil plastic liner beneath the <br />disposal area is a dangerous gamble with the health and well-being <br />of the San Luis community. A triple liner system or greater over a <br />clay substrate should be required. A leak monitoring system between <br />each of the liners should be installed. The system should be e~hut <br />down once a leak through the first layer is detected, until it is <br />repaired. <br />13. Pg D-22: The water pools constitute an extreme danger to <br />water fowl. The plan makes no mention of netting over any of the <br />ponds or pools. The prevention o£ wildlife accessing these areas <br />also must be insured. Such precautions must be implemented. <br />-2- <br />
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