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Aur.u4.Zo0b la:tl0 <br />W] <br />#1310 P.012 <br />VECTOR <br />ENGINEERING,, INC.. <br />Project Na�nc`: <br />Project No. _ <br />►teport Sequence <br />F(-)Tward WMIJ-FT J-0602.16,05.1)7__ <br />__ <br />59 <br />.Uel llun of Work: <br />Clieni Or Msifn%er_ <br />1)alc: <br />Day of 7'hc Wts.k: <br />Stockton <br />Allied Waste <br />August 2 2006 <br />Weduesday <br />tjgnval t,:ontrastor <br />Lincr C'Qntra4;1Qr: <br />Project Engineer: <br />Kcviewad By: <br />Gwinn Construction <br />n/a <br />Monte Christie <br />General forcrnar►: <br />tither: <br />Larry Simms <br />�LinaSupainlendcirt: <br />t7h, <br />Sourec ;uid Description of Pill Material: <br />WcathcC: <br />VQA Tachmciarr. <br />Native soils <br />Clear, It. breeze (N W), high 50's to mid 90's <br />Mike Strobel <br />r.quipmcm nn sue: <br />4x627 scrapers, 2x06 dozcis,, 815 compactor, 2 water trucks, exct valt�r, rock, truck, loader, backhoe, iiirklill <br />NOTES (De?;vribe work completed during the day, any problems and their stdutgoim): <br />1. Cotistnietion <br />1. CTwilin C:onstiuct on continued placement of the Clay Liner in the lower area til` WMU FU -06. <br />2. Continued/finished deployment filter geutextile and phi.ccment. of the Granular Drainage inatcrials <br />along the inside tof the berms in the northern portion al'FIJ-06. <br />3. Rcstaart placcincrit of the Operations Layer in the Northern Portion, <br />i. Testing, <br />1. Perforl-ned 35 1..DT's in compacted Clay Liner; tests CL -86 through CIA including retests (.'.I .- <br />I I IA and CL -1 13A. After reworking the fitiled areas all final test results either met or exceeded <br />specification requirements. <br />2. Performed sand come lest SCT.T, 9:3. <br />TiT. CODversations <br />a None listed. <br />1O 1 <br />lteviewed i3y: ` <br />4/23/03, K�sV. 0 <br />