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AUU.U4.ZUUn 14:ny <br />MYCONVOWTIONRELOVORT <br />;131U P.UU6 <br />TOR <br />VNGINEERING INC. <br />r7*7 N31117 <br />Prriiact No. <br />itcpart Scqucnee <br />Forward WMU FLJ-06 <br />02,.1605.07 <br />54 <br />Location of Work: <br />Client or Maitapei <br />(late: �. <br />Day ui"!'hn Werk, <br />Stockton <br />Allied Waste <br />July 27 2000 <br />Thursday <br />iianeruiC:onLruoior: <br />l,inCr5ntradtor: <br />Pn)lcvslI:n(lntcr: <br />Reviewed By: <br />Gwinn Construction <br />r]/a <br />Monte Christie <br />Oentrul Foreman: <br />Undr Stlperilltcnd0t: <br />rhhc <br />L=y Simms <br />n/a <br />Somce and Description of Fill Mulenal: M <br />Weathcr: <br />CCVn'feclniicign. <br />Native soils <br />Clear, It: breeze NW), low 70's to low l00's <br />Mike Sir(')bc;l <br />c.yutNmcnt Vu ane. <br />4x627 sc;r!ers, L22 dozer , 815 cqmpW,(!r, 2 water trucks, excavator, rock truck, loader, backhoe, forklift <br />NOTES (DCRcribe work completed during the day. Any problems and their solutions): <br />1. Construction <br />1. Gwitut C:onstruc:tion continued plac:einent of the Clay Liner in the lower area. cif V►WMI J FI J-06; have the <br />second I ift across the entire area this allernoon. <br />11. Teting <br />1. PeHitn-ned 15 FDT's in compacted Clay Litter; tests CL -6 through CL -20. 'Pests C:L-19 and C1-20 <br />failed compaction; all others within specified parameters and passing. <br />is ?. Collected Shelby Pubes in compacted Clay Liner, test samples STC,'TA OA unci I OB liar laboratory <br />permeability testing. <br />111. Conversations <br />• With i,arry Sin.i s, Crwinn Construction, re: Discussed hailed test locations; contractor will re - <br />compact Low Permeable soils in .failed areas for retesting; tomorrow a.m. <br />rep red By: Reviewed By: <br />I of 1 4/2.3/03, Rev. 0 <br />