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2019-07-01_REPORT - C1981019
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2019-07-01_REPORT - C1981019
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Last modified
12/27/2024 10:59:18 AM
Creation date
7/2/2019 9:03:13 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Report
Doc Date
7/1/2019
Doc Name
Quarterly Fill Inspection Report
From
Tri-State Generation and Transmission Association, Inc.
To
DRMS
Annual Report Year
2019
Report Quarter_Month
2
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
ZTT
Media Type
D
Archive
No
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South Ta for Fill Inspection Certification <br /> On dune 401, 2019 I inspected the South Taylor Fill areas, which includes the East Taylor Fill <br /> 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 60*F and sunny. <br /> West Taylor Fill with A-A' and B-B' Underdrain Area No new activity has occurred within the <br /> permanent Vilest Taylor Fill since last inspection. The East Tributary of the Vilest 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 ceased on the 8100' level <br /> of the temporary out of pit stockpile. <br /> The current water level reading of the piezometer well was 201.2' from the ground surface, an <br /> increase in water level of 15.8' 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-Cl Underdrain Area: No activity other than rock crusher operations <br /> have taken place within the East Taylor fill during this quarter. <br /> No structural weakness, signs of instability, or other hazards were noted at the time of <br /> inspection. <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 detaiied in Volume <br /> 12, Section 4.09. <br /> 1 am a Registered Professional Engineer in the State of Colorado. Being familiar with the <br /> Colowyo operation, and relying on the information provided to me by Colowyo Personnel,the <br /> construction activities related to the West and East Taylor Fill are in conformance, to the best of <br /> my knowledge and experience, as specified in the Introductory pages and the associated report <br /> found in Volume 13, Exhibit 21, Item 1, and other applicable requirements of the approved <br /> permit documents, a portion of CDRMS Permit C-1981-019. <br /> �C Ll <br /> - ••i•• <br /> 100 <br /> M • <br /> • <br /> •••. +o•• <br /> psi L� <br /> 1 <br />
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