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2017-10-05_PERMIT FILE - M2017049 (40)
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2017-10-05_PERMIT FILE - M2017049 (40)
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Last modified
1/5/2021 5:18:08 AM
Creation date
10/16/2017 2:48:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2017049
IBM Index Class Name
Permit File
Doc Date
10/5/2017
Doc Name Note
Volumes I through IV, Part 2 of 10
Doc Name
Application
From
Transit Mix Concrete Co.
To
DRMS
Permit Index Doc Type
Application Materials
Email Name
AME
WHE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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-s <br /> Transit Mix Concrete Co. <br /> completed in the granodiorite west of the Ranch property also tend to be very low yielding. <br /> Evaluations of water balance and groundwater flow rate towards discharge areas in the Little <br /> Turkey Creek valley, described in detail in Attachment G-2, confirm that the fractured <br /> granodiorite rocks have a limited ability to transmit groundwater flow. <br /> Underlying the eastern portion of the Ranch, and separated from the mining area by the East <br /> Fault, is the Fountain Formation that begins immediately below the top soil and extends several <br /> hundred feet below ground. Groundwater in the sandstone material provides a limited water <br /> supply from intergranular pores and secondary fracturing. Static groundwater levels appear to <br /> be at depths greater than 70 feet, and were reported several hundred feet deep in several of the <br /> wells. <br /> b. Groundwater Level Information <br /> Norwest Corporation (Norwest)established seven groundwater monitoring installations on behalf <br /> of Transit Mix. These were drilled in the summer of 2017 specifically to evaluate groundwater <br /> resources in the vicinity of the Quarry area, and for long-term monitoring of groundwater <br /> conditions. The locations of these installations are shown in Figure G-1 and details of the well <br /> completions are summarized in Table G-8. Six of the borings were completed as monitoring <br /> wells with multiple completions in each boring. The wells are used to monitor groundwater quality <br /> and groundwater levels at several depths within each monitoring facility. The seventh location, <br /> GW-5, was completed with vibrating wire piezometers (VWPs) to monitor groundwater pore <br /> pressures. <br /> Instantaneous water levels were measured by hand using a water-level meter starting in July <br /> 2017, and pressure transducers with data loggers were installed on September 13, 2017. The <br /> pressure transducers record water levels at 15-minute intervals. The VWPs installed at the GW-5 <br /> monitoring site have been operational since August 2017 and record water levels at 30-minute <br /> intervals. Detailed presentation and discussion of groundwater level measurement history from <br /> these monitoring installations is included in Attachment G-2. A summary of water levels, and <br /> equivalent potentiometric elevations, measured in wells and by VWPs that are representative of <br /> in situ groundwater conditions (i.e. not influenced by recent drilling or well sampling) are <br /> presented in Table G-9. In practical terms, the potentiometric head generally is equivalent to the <br /> elevation of the top of the water column in a well when it is not being pumped. Groundwater <br /> elevation and potentiometric elevation are equivalent terms. <br /> Hitch Rack Ranch Quarry Permit Application <br /> October 3,2017 G-28 <br />
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