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2017-09-26_REPORT - C1981019
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2017-09-26_REPORT - C1981019
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Entry Properties
Last modified
10/3/2017 8:49:49 AM
Creation date
10/3/2017 7:38:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Report
Doc Date
9/26/2017
Doc Name
Quarterly Fill Inspection Report
From
Tri-State Generation and Transmission Association, Inc
To
DRMS
Annual Report Year
2017
Report Quarter_Month
3
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
ZTT
JRS
Media Type
D
Archive
No
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South Tavlor Fill Inspection Certification <br />On September 26th, 2017 1 inspected the South Taylor Fill areas, which includes the East Taylor <br />Fill and the West Taylor Fill, identified on Map 23A and Map 45 of the approved permit. The <br />purpose of this inspection was to observe the status of the fill placement. This inspection is <br />necessary to satisfy the requirements of CDRMS Rule 4.09.1(1)(c) and Rule 4.09.1(11). <br />Weather conditions at the time of inspection were approximately 50°F and sunny. <br />West Taylor Fill with A -A' and B -B' Underdrain Area No new activity has occurred within the <br />permanent West Taylor Fill since last inspection. The East Tributary of the West Taylor fill has <br />been rip -rapped up to the 7850' elevation (approximately). The West Tributary of the West <br />Taylor fill has been rip -rapped up to the 7820' elevation. Dumping has been intermittent on the <br />8100' level of the temporary out of pit stockpile. <br />The current water level reading of the piezometer well was 224.2 feet from the ground surface, <br />a drop in water level of 1.0 feet from the previous quarter. The West Taylor Fill underdrain was <br />freely flowing at the time of inspection. <br />No structural weakness, signs of instability, or other hazards were noted at the time of <br />inspection. <br />East Taylor Fill with C -C' Underdrain Area: No activity other than rock crusher operations <br />have taken place within the East Taylor fill during this quarter. <br />Design requirements for the spoil pile are addressed in Volume 13, Exhibit 21, Item 1, <br />Introductory Letter. Inspection requirements during construction are further detailed in Volume <br />12, Section 4.09. <br />No structural weakness, signs of instability, or other hazards were noted at the time of <br />inspection. <br />1 <br />
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