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1986-08-01_REPORT - C1981012
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1986-08-01_REPORT - C1981012
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Last modified
12/28/2020 4:00:10 PM
Creation date
12/7/2012 11:23:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
REPORT
Doc Date
8/1/1986
Doc Name
1st & 2nd Quarter 1986 Hydrology Report
From
Wyoming Fuel Company
To
Division of Reclamation Mining & Safety
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Quality control of water analysis was performed by two methods. Prior to any field <br /> sampling, the Hydro Lab Sampling Kit was calibrated to known standards produced in the <br /> laboratory. A record of each calibration was kept as to the date, person performing the <br /> calibration, and adjustments made. Core Laboratories, Inc. maintains internal quality <br /> control of sample handling and instrumentation calibration. <br /> Water quantity or flow measurements were conducted by a number of methods. At <br /> the beginning of the program, a straight, flat, stable reach of each stream station was <br /> selected as a sampling location. Near the downstream end of the reach, a cross-section <br /> was surveyed perpendicular to the stream flow and permanently marked with stakes and <br /> flagging. Flow was measured with a Teledyne-Gurley Model 625 Pygmy type current <br /> meter using the USGS six-tenths-depth method. For the 1985 program on the Purgatoire <br /> River station, staff gages were established on bridges above, between and below the two <br /> mines providing data to calculate a stage-discharge curve for future discharge <br /> measurements. These curves will be developed in 1986. At the mine discharge stations, <br /> discharge was measured by the pump ratings or by a direct volumetric measurement with <br /> a calibrated container. <br /> 2.2 Ground Water <br /> Quarterly ground water samples were taken at each of the stations PAW-1, PAW-2, <br /> PAW-3, PAW-4, PAW-5, PAW-6 and CCAW-1. PAW-6 was sampled for the discharge list <br /> on a quarterly basis. <br /> Depths to water below the top of the well casing was measured to the nearest <br /> hundreth-foot using an electric line water level detector. The elevation at the top of the <br /> well casing was subtracted from the depth to water to obtain the ground water level <br /> below the ground surface. <br /> 3.0 MONITORING RESULTS <br /> Surface water and ground water field parameters are summarized in Tables 1 and 2. <br /> Appendices 1 and 2 contain all data collected for the first two quarters of 1986. <br /> -12- <br />
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