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117ECTOR <br /> ENGINEERING INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 57 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI September 4, 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, 1 x 627 scraper,2 x water trucks,D-6 dozer,D-6 dozer <br /> w/slope-board,excavator,623 scraper, 16 G Motograder,825 compactor,smooth drum roller,backhoe,735 rock truck <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn covered the previous day's pea gravel with one foot of operations layer soil and continued pea <br /> gravel placement northward from the south leachate ditch using a 627 scraper and a D-6 dozer. <br /> - The southern leachated ditch was covered with pea gravel and operations layer soil along with the <br /> previous day's pea gravel placement. <br /> - Guinn finished placing a layer of pea gravel north of the southern-most leachate ditch, followed by <br /> 37,840 square feet of 7-oz. filter geotextile, and 1 foot of operations layer soil. <br /> - An additional 4,545 square feet of geotextile, 303 linear feet of 6-inch pipe, and pea gravel were <br /> placed in the eastern LCRS ditch between the southern leachate sump and the middle one. <br /> - Total geotextile placed, including that in the ditch,was 42,385 square feet. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />