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07/16/99 Construction Field Report Job No. 986011.0,' <br /> DFR No. 50 VECTOR OR E1 V GINEE G INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 50 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Ste Jr. 7-16-99 Thursda <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction GSE Scott Purl <br /> General Forman Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows William Geary <br /> Source And Description Of Fill Material: Weather: CQA Technician/Technician: <br /> Clear Hot FRANK DELL-ERA <br /> ANTONIO BENRVQUEZ <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 /> Truc CS 563C Cat Smooth Drum Roller.GSE: 544E John Deere Loader,Gradall. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew: 7 total GSE Crew: 16 total <br /> Guinn continued to import and grade the GDM utilizing the D4H and the D5M. Guinn continues to place <br /> geotextile and operation layer material over the approved GDM. Guinn utilized the grader to grade roads and <br /> the top of the operations layer. Guinn had the water truck moisture condition the operations material at the <br /> stockpile. Guinn placed the drainage burrito in the LCRS running East to West. Guinn placed material that <br /> had been rejected due to the amount of fines was out of specifications for the project. While getting a bucket <br /> full of the rejected material the loader also picked up some muddy rock CQA informed Duane meadows <br /> that even though Guinn e o the stockpile with the water truck prior approval was needed with <br /> testing of the material before Guinn could place it. <br /> GSE deployed GCL and geomembrane on the northern slope of the Ashpit. GSE deployed 34 panels of GCL <br /> with approximately 44,140ftz and 18 panels of HST geomembrane with a total of 43,538fe. <br /> Vector Engineering,Inc. CQA observed placement of GDM, geotextile and the operations layer material. <br /> CQA observed GCL and geomembrane deployment,repairs, seaming, overlap and air testing made to the <br /> geomembrane. Observed vacuum testing of repairs made. CQA pulled 2 destructive samples with all <br /> meeting the required specifications. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: V <br />