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AusencoVector <br />' <br />• . .Sequence <br />L,Stockton, ,*k Of ,fir,` <br />Client Or <br />Day <br />■� <br />Republic Man' <br />J` 2010 <br />Wednesday <br />Contractor: <br />GuinnGeneral <br />r:.: r • <br />1 -Monte <br />Christie <br />Foreman: <br />Kevin Turner <br />SourceGeneral <br />Y Description of Fill Material:Weather: <br />i Technician: <br />Naafive si clays in SEC processing <br />-area <br />Clear, It. breeze, 580-900 F <br />Michael Strobel <br />Equipment ie on <br />scrapers,r dozer, r, 321C excavator, 3 water1 r smooth ora 4206D tractor <br />w/disc <br />NOTES 1 work i t s r during the day, any problems and their solutio <br />1. Construction <br />1. Guinn Construction continued processing r • • i D• • <br />intosoil, r 4206D with disc and the water truck for♦ • • t <br />Construction2. Guinn • a scraperto remove operations layer soilson ; deck of 1 <br />AM between the location of the slope liner anchor trench and the shallow pipe trench/north limit for the <br />qW geogrid. <br />3. Guinn Construction startedplacement of • permeable • • of <br />module.• placement, ra.•' moisture conditioned and worked by • scarify <br />deliveredthe surface. Scrapers moisture • 1 • • clays fromprocessing area and spread the <br />soils,1 1 to r•" loose lifts. Compactionand additional 1g of •ils is accomplished <br />by - 815 sheepsfoot• r. r •• •nal moisture is added as neededby <br />contractor reac-• the central' ditch by 1 of day. <br />r Forward Landfill received a pallet of granular bentonite ••r <br />11. CQA Activities <br />1. CQA pounded ASTM D1557A Proctor on Clay Liner sample CLS -1. <br />2. CQA observed at least 4'of fill soils along the tie-in in the NWC floor of FU -10 at the bottom of the <br />slope. <br />o With Monte Christie, AusecoVector, Re: Check soil thickness along the tie-in below the 2:1 slope' <br />FU- 10. Done (see photo attached). The survey of the subgrade is about -0.3' to -0.4' in places; try <br />keep the placement of the Clay Liner confined to a fairly small area until the subgrade survey is <br />approved. t .ter for additional Clay to make design grade. Guinn purpose <br />over excavated the subgrade so the clay would be slightly > 2.0' thick in all areas. Finally, be <br />Prepared By: Michael Strobel <br />07/21/10 <br />1 of 2 <br />C-2 <br />