Laserfiche WebLink
Ausenco <br /> Vector <br /> 2.3 Project Personnel <br /> The following personnel participated in the construction of WMU FU-10. <br /> Owner Forward Inc. Don Litchfield <br /> Ruben Ramirez <br /> Earthworks Contractor Guinn Construction Kevin Turner <br /> Geosynthetics Contractor COMANCO Jose Hernandez <br /> Surveying RJA&Associates Buck Buxton, PLS <br /> Design Engineer Lewis Engineering Sangeeta Lewis, PE <br /> CQA Project Manager/Certifying Ausenco Vector Monte Christie, PE,GE <br /> Engineer <br /> Assistant CQA Project Manager Ausenco Vector Bryan Fritzler, PE <br /> Lead CQA Monitor Ausenco Vector Michael Strobel <br /> Geosynthetics Conformance TRI Melissa Hunter <br /> Testing <br /> Geomembrane Seam Testing Precision Laboratories Cora Queja <br /> 3 Construction Quality Assurance Program <br /> 3.1 Construction Components <br /> Ausenco Vector provided CQA services on both earthworks and geosynthetic components of the <br /> WMU FU-10 construction. The earthwork tasks included excavation, general earthfill and subgrade <br /> fill, LPSL (low permeability soil liner) placement, granular drainage materials installation, and <br /> protective operations layer placement. The geosynthetics tasks included installing the GCL, high- <br /> density polyethylene(HDPE)geomembrane, geocomposite, and geotextile. <br /> 3.2 CQA Documentation <br /> CQA documentation was prepared by Ausenco Vector as part of the prescribed CQA duties and <br /> consisted of a system of daily record keeping including daily progress reports and a record of various <br /> test data sheets pertinent to the soils and geosynthetic components of the liner system. <br /> Tables 1 and 2, included in this report summarize the soils and geosynthetics testing requirements <br /> per the CQA Manual and Technical Specifications. Within each of the tables, information on the <br /> construction material type, the total quantity of material placed on the project, the test designation to <br /> be performed, the specified testing frequency, the required number of tests to be conducted, the <br /> actual number of tests conducted, and the actual testing frequency is listed. As shown on the tables, <br /> the actual materials testing frequency on the project satisfies the number of tests required by the <br /> CQA Manual. These tables are part of Ausenco Vector's internal quality control program to ensure <br /> that the testing and required testing frequencies are satisfied on the project. <br /> Other CQA documentation with respect to test data and observation sheets are discussed within the <br /> following sections. Copies and summaries of various data for the soils and geosynthetics <br /> components monitored and physically tested by Vector are included in various appendices of this <br /> report. Documentation of the conformance tests for the geosynthetic components is also presented. <br /> Date:October 2010 <br /> USVC0004800 <br /> Final Construction Quality Assurance Report 4 <br />