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07/08/99 Construction Field Report Job No. 986011.0', <br /> DFR No. 43 VECTOR ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 43 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Stefan,Jr. 7-08-99 Thursda <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction I GSE Scott Purdy <br /> General Forman Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows <br /> Source And Description Of Fill Material: Weather: CQA Techncianaechncian: <br /> Clear Warm FRANK DELL-ERA <br /> ANTONIO HENRI UEZ <br /> Equipment used: <br /> Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D4H Cat Dozer,D5H Cat Dozer,320L Cat Excavator,966D Cat loader,Water <br /> Truck,CS 563C Cat Smooth Drum Roller. Allied:Forklift. GSE: 544E John Deere Loader,Gradall. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew: 6 total GSE Crew: 18 total <br /> Guinn made repairs to the subgrade material on the eastern slope for GSE. Guinn moisture conditioned the <br /> subgrade material then smooth drum rolled the areas needing to be reworked. Guinn started to import and <br /> place the GDM pea Gravel. Guinn is utilizing the D4H Cat to spread the material and a laborer full time to <br /> watch for wrinkles in the geomembrane. Guinn had laborers cleaning loose material off of the <br /> geomembrane. Guinn placed part of the burrito in the LCRS V channel to the north of the sump. Guinn <br /> constructed a test pad utilizing the D5M. Guinn made several passes and turned on the geomembrane with F <br /> of pea gravel on top of it. Guinn shoveled the pea gravel off to expose the geomembrane. CQA inspected for <br /> damage.No damage was found and approval was given to utilize the D5M for spreading the GDM. Guinn <br /> graded the GDM on the west end southern portion of the cell floor to F thickness. CQA tested depth and <br /> approval was given for placement of geotextile filter and protective cover. At 3:30p.m.the ambient <br /> temperature on the geomembrane exceeded the 104 specifications and Guinn halted deployment of the <br /> GDM. <br /> GSE made repairs to the panels placed on the slope below the top deck on the eastern slope of cell WNW D- <br /> 99. GSE deployed geocomposite from the top deck down to the 2ad bench after all repairs on the <br /> geomembrane were made and tested. GSE received sewing machines today and started seaming the GDN <br /> from the top deck down to the cell floor. GSE deployed 20 panels of geocomposite with approximately <br /> 42,390fl. GSE deployed GCL and geomembrane from the 3`d bench down the slope between the Ashpit and <br /> eastern slope. GSE deployed a total of 19 panels of GCL with approximately 15732f2. GSE deployed a total <br /> of 12 panels of geomembrane with approximately 16,007W. The ambient temperature on the geomembrane <br /> was over 100 at 3p.m. (Per Specifications)GSE halted deployment. <br /> Vector Engineering,Inc. CQA observed construction of the test pad built with the D5M. CQA observed <br /> repairs made too the geomembrane below the top deck. CQA observed and logged repairs made. Observed <br /> vacuum testing of repairs made. CQA pulled 1 destruct with all tests passing the required specifications. <br /> No material delivered today. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: �/ <br />