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2018-09-24_INSPECTION - C1981014
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2018-09-24_INSPECTION - C1981014
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Last modified
9/24/2018 9:59:46 AM
Creation date
9/24/2018 9:26:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Inspection
Doc Date
9/24/2018
Doc Name
Inspection Report
From
DRMS
To
Revoked Site
Inspection Date
9/21/2018
Email Name
ZTT
Media Type
D
Archive
No
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<br />Inspection Topic Summary <br />NOTE: Y=Inspected N=Not Inspected R=Comments Noted V=Violation Issued NA=Not Applicable <br />N - Air Resource Protection <br />N - Availability of Records <br />N - Backfill & Grading <br />N - Excess Spoil and Dev. Waste <br />N - Explosives <br />N - Fish & Wildlife <br />R - Hydrologic Balance <br />N - Gen. Compliance With Mine Plan <br />N - Other <br />N - Processing Waste <br /> <br />R - Roads <br />R - Reclamation Success <br />Y - Revegetation <br />N - Subsidence <br />N - Slides and Other Damage <br />N - Support Facilities On-site <br />Y - Signs and Markers <br />N - Support Facilities Not On-site <br />N - Special Categories Of Mining <br />N - Topsoil <br /> <br /> <br />COMMENTS <br /> <br />This was a partial inspection of the Southfield Mine conducted by Zach Trujillo of Colorado Division of <br />Reclamation, Mining and Safety (DRMS) on September 21, 2018. No operator was present during the inspection <br />but one personal vehicle was observed near the Magpie Diversion culvert crossing. No citizen was encountered <br />during the inspection. The weather was clear and ground conditions were dry. Temperatures during the inspection <br />were around sixty degrees fahrenheit. <br />HYDROLOGIC BALANCE - Rule 4.05 <br />Drainage Control 4.05.1, 4.05.2, 4.05.3; Siltation Structures 4.05.5, 4.05.6; Discharge Structures 4.05.7, 4.05.10; <br />Diversions 4.05.4; Effluent Limits 4.05.2; Ground Water Monitoring 4.05.13; Surface Water Monitoring 4.05.13; <br />Drainage – Acid and Toxic Materials 4.05.8; Impoundments 4.05.6, 4.05.9; Stream Buffer Zones 4.05.18: <br />The Magpie Diversion was inspected. No cutting or erosion was observed and the ditch remains armored with rip <br />rap. The “devoid” channel embankment with sparse rip rap had no issues associated with it. The channel remains <br />stable and functional with the culvert inlet clear. No issues were observed. <br /> <br /> <br /> <br />
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