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FCTOR <br />/N6ERINCxINC. <br />0 DAILY • • ► REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />FU -08 Upper Portion <br />021605.09 <br />022 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, CA <br />Forward Landfill <br />31 Au 09 <br />Monday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />Comanco <br />Monte Christie <br />Superintendent: <br />Liner Superintendent: <br />Hours: <br />Larry Sims <br />Gilberto Bello <br />06:00 am to 17:00 pm <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />On -Site Engineered Fill <br />Sunny, 90's <br />I <br />Steven Rosbach <br />Equipment on site: <br />CAT 420D Combination Loader (1); CAT 966F Front -End Loader (1); CAT CS54 Smooth Drum Compactor (1); CAT D6N Dozer, <br />GPS -E ui ed (2); CAT 637 Scra ers (3); CAT TL943 Forklift (1); CAT 143H Grader (1); Water Truck (1) <br />Contractor morning meeting: <br />N/A <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Guinn continued bringing in protective operations layer soil from the borrow area immediately south of FU -08, using 2 <br />scrapers. Guinn rolled out sheets of geotextile over the drainage gravel, overlapping each sheet approximately 6 <br />Wt <br />hes, and heat tacking them together continuously with a propane torch. The protective cover soil was then pushed <br />to a one -foot thickness with 2 D6 dozers equipped with GPS. Protective cover soil was placed across the center <br />section of FU -08. <br />Guinn received and stockpiled approximately 760 cubic yards of drainage gravel today, for a total of approximately <br />9638 cubic yards received on site to date. The drainage gravel was stockpiled in the center of the cell on top of the <br />operations layer, and was placed by the front end loader, placing bucket loads out ahead of GPS -equipped D6 dozer <br />that pushed it out to a thickness of no less than 6 inches. A crew of laborers rolled out the geotextile ahead of the <br />gravel, and heat -welded the sheets of textile together. <br />N/A <br />Prepared By: Steven Rosbach <br />Reviewed By: <br />0 <br />Title: Senior Engineering Technician <br />t Title: <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Date: 08/31/09 <br />Date: <br />