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OR <br /> VNGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 62 <br /> Location of Work: Client Or Manager Date: I Day of The Week: <br /> Manteca, CA Forward/AWI Se tember 11, 2008 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Guinn Comanco Lewis Engineering <br /> General Foreman: Liner Superintendent: Other: <br /> Larry Jose Ramirez <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On-Site light tan clayey soil warm and breezy Aaron Lickingteller <br /> Equipment on site: <br /> 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- <br /> board,excavator,623 scraper, 16 G Motograder,825 com actor,smooth drum roller,backhoe,2 x 735 rock trucks, 1 forklift <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn completed covering the cell floor between the middle and northern leachate ditches with pea <br /> gravel followed by filter geotextile and operations layer soil. Two 627 scrapers and two D-6 dozers <br /> were used in the process. <br /> - 76,416 square feet of filter geotextile was placed between the ops layer and the granular gravel layer <br /> by Guinn. <br /> - The entire floor area south of the berm was covered with ops layer soil. <br /> - Guinn began placing pea gravel and ops layer soil ten feet up the 2:1 slopes and filled in the north <br /> sump with pea gravel. <br /> - The northern sump was completed after the tank was wrapped with geotextile. <br /> 01 Prepared By: Reviewed By: L <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />