ARCHIVED REPORTS_1999_1 - Laserfiche WebLink

Home Browse Search

7-12-99 Weekly Field Report Job No. 986011.0,' V;M No.10 VECTOR ENGINEERING, INC. Page No. Project Name: Client Or Owner: 10 Forward Land Fill Allied Waste Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: Manteca,CA Butch Ste Jr 7-12-99 To 7-18-99 Man–sun General Contractor: Liner Contractor: P-j. Engineer: Reviewed By: Guinn Construction GSE Scott F*dy General Forman Grading Contractor Superintendent Or Foreman: Duane Meadows Source And Description Of Fill Material: Weather: CQA Technician fredmician: Clear Hot FRANK DELL-ERA ANTONIO!MW QUEZ Equipment used: Guinn: 14OG Grader,3-633/1-623 Paddle Wheels,D4H Cat Dozer,DSH Cat Dozer,320L Cat Excavator,966D Cat loader,Water Trul CS 563C Cat Smooth Drum Roller. Allied:Forklift.GSE: 544E John Deere Loader Gradall. NOTES(Describe work completed during the day,any problems and their solutions): Monday July 12, 1999 Guinn: Guinn continued the import and place the GDM onto the geomembrane 1' in minimum thickness. Guinn has a laborer watching for wrinkles in the geomembrane. Guinn imported some questionable GDM material. Guinn was informed that the material looked questionable. Guinn stockpiled the material to the north of cell until a sieve is completed by CQA. GSE: GSE deployed GCL and geomembrane on the top of the Ashpit. GSE deployed a total of 36 panels of GCL with approximate) 15,788.5fi. GSE deployed a total of 5 panels of HDT geomembrane with approximately 17,2591 GSE had 3 technicians wedge welding the geocomposite on the eastern slope. GSE shut down operations when the temperature rose above the specified limits for panel deployment. GSE deployed geocomposite until the heat was unbearable. GSE placed 6 panels of composite with approximately 6,870fl on the eastern slope. Tuesday July 13,1999 Guinn: Guinn continued to grade the GDM and the operations layer on the cell floor. Guinn utilized the D4H and the DSM to spread and grade the GDM and the operations layer material. Guinn placed geotextile over the approved GDM on the north side of the sump at the western edge of the cell floor. Guinn utilized the 623 paddle wheel to haul the operations layer material from the stockpile down to the cell floor. Guinn spread operations material 1' minimum thickness. GSE: GSE continues to deployed GCL and geomembrane on the top of the Ashpit. GSE deployed a total of 6 panels of GCL with approximately 7,695ftz. GSE deployed a total of 1 panel of geomembrane with approximately 4,312ft . GSE deployed double sided geocomposite on the top and the south slope of the Ashpit. A total of 22 panels of GCL were deployed with approximately 46,450if. GSE deployed single sided geocomposite on the eastern slope. A total of 10 panels with approximately 6375ft2 were placed. GSE welded the geocomposite seams on the eastern slope. Wednesday July 14, 1999 Guinn: Guinn continued to import and grade GDM the cell floor. Guinn continued to place operations material. Guinn is utilized a 623 paddle wheel to haul the operations material. The operations material is being placed at a 1' minimum thickness to 2' thick where the trucks and 623 run. Guinn has a water truck on site moisture conditioning the operations material at the stockpile area. File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: