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11*7ECTOR ENGINEERING INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 94 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Butch Stefan Forward, Inc. January 16, 2004 1 Friday General Contractor: Liner Contractor: Project Engineer: Guinn Construction GSE San eeta Lewis General Foreman: Liner Superintendent: Others: Matt Morrow Ayre Khounmouan Source and Description of Fill Material: Weather: CQA Technician: Imported—3/8" Granular Drainage Material Cool, overcast and breezyKen Davila Equipment on site: 1-136 dozer, 1-966 loader, 1-D8 dozer, 1-330 excavator 2-13250 haul trucks, 1-LGP d6 dozer 10-belly_dume trucks NOTES(Describe work completed during the day,any problems and their solutions): I arrived on site and met with the Guinn foreman to discuss today's operations. They continued placing granular drainage material on the southeast corner and continued toward the north slope. Prior to placing the geotextile,the thickness of the drainage rock was physically checked and placed using a GPS system attached to the low ground pressure dozer. Operations layer was placed in the central and north central floor of the FU-03 cell. The operations layer material was taken from the on site stockpile. In the late afternoon, I was informed by the Vector project manager that one area of the west"V"ditch where it enters the sump contained a grade which was flat and that it would require removing the existing pipe, rock and geotextile. After removing these components,the liner would be cut open,the clay graded and checked by the surveyor of record prior to repairing the liner. I informed the liner installer's superintendent that his presence would be required next week. One(1)bucket sample of granular drainage material was obtained for sieve analysis and laboratory constant head permeability. AWL pared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r.-,