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Pro <br />Forward i FU -10 Is <br />IRVIR, i11T•11� <br />1 <br />Location of We& <br />Date: <br />Day of The Week: <br />Stockton, CA <br />August 3, 20 10 11� <br />Tuesday <br />ff ,.r:;- 11 W. -M .� �. <br />t...: •r�,rx <br />• spa ,cu I <br />1 i ;l fi0,75 <br />i 1 ` =117 <br />General .• `n=:..: <br />i othw. <br />P� <br />Kevin Turner sF <br />i 1Litchfield, Republic SeInc. <br />Source and DescrOtion of Fill Material: <br />1 <br />.1.. 1SEC ! ♦..: 1�.,. <br />Clear,breeze, •'0 1 . <br />111 �:. <br />Equipment on site_ <br />3x637 scrapers, 143H blade, D6 dozer, 815 compactor, 321C excavator, I water truck, 420E backhoe, CS54 smooth drum , 4206D <br />tractor w/disc. TL943 forklift <br />NOTESi n a er a!uring the c ms and theira • ir <br />1. Constrilction <br />Guinn1. t 1 continued trimming the lowpermeablecompacted (Clay Lineron the north- <br />central <br />2. Guinn Construction usedthe`smooth drumrolleron slope. <br />3. Guinn Construction t 11 a moisture conditioning all clay liner soils11 the floor <br />4. Guinn Construction t the D6 to cut out ditch. <br />Construction5. Guinn 1 of the anchor trench across•• 1 slope using the <br />420E back hoe and , spotter. <br />11. iY Activities <br />1. CQA performed 10 nuclear method moisture -density tests in compacted 4th lifts of Clay Liner placed <br />in the south areas. Tests CL -71 through CL -80 indicated passing results. A "grab" moisture sample <br />was collected at test location CL -73. <br />2. CQA performed the -200 washes on Clay Liner grab sample CL -61 and sand cone sample SCCL-63. <br />FlI. Conversations <br />With Margaret Del -Era, AusencoVector laboratory,r. Permeability on <br />r i to upper E-09cm/sec.,respectively.♦' ♦. 24A 1 <br />are running "very slow" and we should have rates sometime tomorrow. <br />08/03/10 <br />1 of 2 <br />NN <br />Reviewed By: X,- <br />NN <br />C <br />