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2005-04-12_GENERAL DOCUMENTS - M1999002
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2005-04-12_GENERAL DOCUMENTS - M1999002
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Last modified
8/24/2016 3:16:11 PM
Creation date
4/14/2008 10:07:21 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
4/12/2005
Doc Name
Major modification
From
US Environmental Protection Agenty
To
American Soda L.L.P.
Email Name
CBM
Media Type
D
Archive
No
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other gauging station is located on Piceance Creek near the confluence with the Whiter River, <br />downstream of the site. <br />The baseline discharge and water quality of Piceance Creek, in the vicinity. of the site, has been <br />established by the USGS. The surface water stations are sampled four times per year by the <br />USGS using the current USGS water quality schedule. Discharge is monitored continuously <br />during these quarterly monitoring events. The discharge and water quality samples are collected <br />by the USGS, according to their established procedures. This data is posted on the USGS web <br />site once it is available. <br />A tracer dilution study was conducted along the section of Piceance Creek that borders the <br />Piceance Site. The study was conducted by the USGS in December 2000. The tracer dilution <br />study investigated ground water inputs and the associated water quality along Piceance Creek. <br />The study is published as USGS Water-Resources Investigations Report 02-4134 Baseline <br />Characterization of Water Quality and Mass Loading in Piceance Creek, Rio Blanco County, <br />Colorado, December 2000. The information contained in the report provides baseline data on <br />diffuse inputs to Piceance Creek. <br />4.1 Spring and Seep Monitoring <br />The presence of springs and seeps at the Piceance Site has been surveyed every spring and fall <br />season since 1999. During this time, no springs or seeps have been documented. During <br />temporary suspension periods, no spring or seep surveys will be conducted. In commercial <br />mining production operations, spring and seep surveys would resume on an annual basis in the <br />spring corresponding to high flow conditions. <br />The spring and seep survey will encompass the lease boundary and the area between the southern <br />edge of the lease boundary and the northern boundary of Section 15 (northern lease boundary). <br />The spring and seep locations will be determined by Global Positioning Satellite (GPS) and map <br />and compass methods, and will be field documented on a base map. Discharges will be <br />measured by direct measurement where sufficient flows exist and by visual estimation where <br />direct measurement is not practical due to low flow or an obstructed source. A feature having a <br />discharge of less than 1 gpm will be designated a seep. A feature with a discharge of greater than <br />or equal to 1 gpm will be designated a spring. <br />Field parameters (pH, temperature, and conductivity) will be collected. The occurrence of <br />springs and seeps that were not documented in previous surveys will be documented during <br />subsequent surveys and measured for flow and quality. If a spring or seep is observed during the <br />course of other field activities, <br />it will be documented and sampled as above. <br />4.2 Precipitation Monitoring -Piceance Site <br />FINAL: Modification No. 9, UIC Area Permit No. CO30858-00000 <br />Page 33 of 46 <br />
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