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2014-09-17_REPORT - M1980244
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2014-09-17_REPORT - M1980244
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Last modified
9/6/2020 6:44:39 PM
Creation date
9/18/2014 8:43:40 AM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
9/17/2014
Doc Name
Weekly CQA Report: Week ending 08/30/14.
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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amelo <br /> II) Storm Water Management <br /> Best Management Practices(BMPs)are being performed. <br /> CQA ACTIVITIES: <br /> 1) Field Activities: Field activities and observation during this reporting period included: Slope grading <br /> and fill placement; underground working remediation and confirmatory drilling; nuclear moisture and <br /> density testing; depth verification testing; geomembrane deployment, testing and repair monitoring <br /> and certification; SLF inspection and certification; and LVSCF acceptance for primary liner <br /> deployment. LVSCF sampling; and Highway 67 ditch work. <br /> II) Laboratory Activities: Permeability, Atterberg limits, moisture, and sieve analysis laboratory testing <br /> continued. <br /> The following samples were collected and returned to AMEC's laboratory for analysis: <br /> Low Volume Solution Collection Fill sample LVSCF 84, 85, and 86(control samples) <br /> ➢ Concrete cylinders were cast from the pour at the ditch adjacent to the MSE wall and Hwy 67 <br /> General Project Items <br /> Meetings and Discussions: <br /> Weekly Contractor Meeting August 27, 2014(CC&V, AMEC, Ames) <br /> ➢ CC&V contractor Safety meeting August 28, 2014 <br /> ➢ ECA daily safety meetings <br /> ➢ Ames daily safety meetings <br /> Summary of Concerns: None. <br /> CC&V: Daily updates, reporting, and scheduling are some of the tasks occurring between CC&V <br /> Projects, AMEC, and Ames. <br /> Miscellaneous: <br /> ➢ Drain cover fill processing was discontinued and low volume fill processing resumed. <br /> ➢ Slope grading and topsoil placement occurred adjacent to Highway 67 between the MSE wall and <br /> the PSSA <br /> ➢ Concrete was poured at the surface drainage channel at both ends of the MSE wall and at <br /> drainage inlet at the Hwy 67 overlook area. <br /> ➢ The metal strapping and caging behind the MSE wall timber facade were stained <br /> Closure and abandonment of the 14-inch HDPE temporary drainage pipe using an electro-fusion <br /> cap on the pipe on the downstream side of the PSSA embankment. <br /> Deliveries: 24 rolls of 80-mil LLDPE geomembrane DSMS liner was delivered to ECA. <br /> Submitted by: Eric Lorenson Date: August 27, 2014 <br /> Reviewed by: Date: August 27, 2014 <br /> Andrea Medun <br /> Project Engineer <br /> Phone: 719-689-2986 <br /> Projects Approved <br /> Approved By: Date: � <br /> 2014 06 30-MLE2 WEEKLY FINAL Page 4 of 8 <br />
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