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17E TOR ENGINEERING, INC. DAILY / •, •REPORT Project Name: Project No. Report Sequence Forward WMU FU -06 02.1605.07 34 Location of Work: Client Or Manager Date: Day of The Week: Stockton Allied Waste June 29, 2006 Thursday General Contractor: Liner Contractor: Project Engineer: Reviewed By: Gwinn Construction n/a Monte Christie General Foreman: Liner Superintendent: Other: Larry Simms n/a Source and Description of Fill Material: Weather: CQA Technician: Native soils Mostly clear, It. breeze (NW), low 70's to hi h 90's Mike Strobel Equipment on site: 4x637 scrapers, D6 dozer, 815 compactor, water truck, excavator, rock truck, loader, backhoe NOTES (Describe work completed during the day, any problems and their solutions): I. Construction 1. Continued deployment of the bottom geotextile down the east -central portion of FU -06 upper area. 2. Continued placement of the Granular Drainage material over 8 oz. geotextile in the central portion of FU -06 upper area. 3. Continued deployment of Boz. geotextile over 6" of Granular Drainage material, working in the west - central portion of the upper area this a.m. 4. Continued placement of a l' thick lift of Operations Layer over 8 oz. geotextile, west portion of the upper area this a.m. II. Testing 1. Monitored activities. 2. Continued to periodically check the thickness of the Granular Drainage material before being covered by filter geotextile. Probing is at roughly 50' centers, indicating an average thickness of 6 inches. III. Conversations • With Larry Simms, Gwinn Construction, re: All probes into the Granular Drainage material are 6" thick or more; approval given to deploy the upper geotextile. Prepared By: Reviewed By: &L. 1 of 1 4/23/03, Rev. 0