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2017-01-09_REVISION - M1973007SG
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2017-01-09_REVISION - M1973007SG
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Entry Properties
Last modified
6/16/2021 6:23:40 PM
Creation date
1/10/2017 9:20:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973007SG
IBM Index Class Name
Revision
Doc Date
1/9/2017
Doc Name
Adequacy Response - Ground Water Concerns
From
Transit Mix Concrete
To
DRMS
Type & Sequence
TR5
Email Name
TC1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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MEMORANDUM �.--- B B A <br /> water consultants <br /> BISHOP-BROGDEN ASSOCIATES, INC. <br /> To: Brandon Heser,Grant Smith,Bruce Humphries <br /> From: Chris Sanchez <br /> Subject: Transit Mix—Daniels Pit—Proposed New Settling Pond and Potential Ground Water <br /> Interaction with Existing Schlage PCE Ground Water Contamination Plume <br /> Job: 9107.02 <br /> Date: January 5,2017 <br /> Introduction <br /> The purpose of this memorandum is to respond to concerns raised by the Division of Reclamation,Mining <br /> and Safety(DRMS)regarding the interaction of a proposed new settling pond and an existing ground water <br /> contamination plume and related remediation activities. Transit Mix intends to construct a new settling <br /> pond within its existing Daniels Pit mining permit area. The proposed settling pond is located such that <br /> infiltration of water from the settling pond into the local ground water system may interact with the Schlage <br /> contamination plume and related remediation activities. In its letters dated November 23, 2016 and <br /> December 7,2016,the DRMS staff commented on the possible interaction of the proposed settling pond <br /> with the ground water system. This memorandum addresses the DBMS comments and concerns. <br /> Project Description <br /> Transit Mix desires to construct a new settling pond for the purposes of wash fines disposal within an <br /> existing mined area, located as shown in Figure 1. The pond will replace an existing settling pond, also <br /> located as shown in Figure 1. The new pond is necessary because the existing pond has nearly filled with <br /> wash fines as a result of ongoing mining processes. <br /> The new settling pond will be contained by a new embankment to be constructed across the floor of the <br /> existing pit.Wash fines will be delivered to the settling pond in a water slurry.Wash fines will settle out of <br /> the water slurry in the pond, and the water will infiltrate into the alluvial aquifer. The water level in the <br /> pond will increase with time as more fines accumulate and as fine grained material starts to impede <br /> infiltration into the aquifer. The estimated life of the new pond is 5 to 10 years, depending on mining <br /> production rates. <br /> Economically recoverable sand and gravel has already been mined at the location of the proposed settling <br /> pond. Mining progressed to the bottom of the economically recoverable sand and gravel deposits,but did <br /> not extend to the bottom of the alluvial deposit. Mining stopped in fine grained material which was not <br /> economical to mine.In general,the alluvial deposit consists of an upper sand,a fine-grained unit containing <br /> clay, and a lower sand unit which overlies shale bedrock. Mining progressed through a portion of,but not <br /> all the way through,the upper sand.A portion of the upper sand,the fine-grained unit(including clay),and <br /> the lower sand remain present and unmined beneath the current floor of the pit. Presented in Attachments <br /> IA and 1B is a geologic cross section,provided by Geosyntec,showing the upper and lower sand and the <br /> fine-grained unit (including clay) between the two sand units. This cross section shows the pre-mined <br /> condition. For reference, the SW-26 and SW-32-A/B boreholes are located within the proposed settling <br /> pond area. <br /> 80110 :0. fax303-806.8953 <br />
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