ARCHIVED REPORTS_2008_27 - Laserfiche WebLink

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1W TU "TOR ENGINEERING,INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 2008 021605.08 61 Location of Work: Client Or Manager Date: Day of The Week: Manteca, CA Forward/AWI September 10, 2008 Wednesday General Contractor: Liner Contractor: Project Engineer: Guinn Comanco Lewis Engineering General Foreman: Liner Superintendent: Other: Larry Jose Ramirez Source and Description of Fill Material: Weather: CQA Technician: On-Site light tan clayey soil warm and breezy Aaron Lickingteller Equipment on site: 815 compactor,tractor with BeGe blade and disc,5 x 637 scrapers,2 x 627 scraper,2 x water trucks,D-6 dozer,D-6 dozer w/slope- board,excavator,623 scraper, 16 G Motograder, 825 compactor,smooth drum roller,backhoe,2 x 735 rock trucks, 1 forklift NOTES(Describe work completed during the day,any problems and their solutions): - Guinn continued covering the cell floor between the middle and northern leachate ditches with pea gravel followed by filter geotextile and operations layer soil. A 627 scraper and two D-6 dozers were used in the process. - Guinn placed 42,280 square feet of filter geotextile on the cell floor between the middle and northern leachate collection ditches. - 423 linear feet of 6-inch leachate pipe was installed in the collection ditch along the bottom of the 2:1 slope at the north end of the cell floor. - Two small holes and an excessive rub mark were patched after they were made from transporting a leachate pipe across the geotextile. - Guinn punctured the floor liner while pushing soil with the D-6 dozer. Comanco project manager was notified and the area was approximately 30 square feet and was left uncovered so repairs could be made. - The HDPE tanks were placed in all three sump areas after a 5 foot diameter piece of 8-oz. geotextile was fit underneath them. Prepared By: Reviewed By: 4/23/03,Rev.0 1 of 1 C-2