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'Vector Engineering Inc. <br />143E Slott HN Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />urent : <br />Allied Wate Inc. <br />® Project Name: <br />Forward Landfill <br />FU -08 CQA <br />TTERBERG LIMITS <br />Summary Report <br />ASTM D-4318 <br />:t No: Lab Loo No.: <br />021605.08 2553 <br />Report Date: <br />July 2, 2008 <br />LSN <br />SAMPLE <br />IDENTIFICATION <br />SAMPLE <br />DESCRIPTION <br />LIQUID I <br />LIMIT <br />PLASTIC <br />LIMIT <br />I PLASTIC <br />INDEX <br />2553A <br />❑ <br />CL -1, W. Side <br />(Reed 6113) <br />Brown Lean Clay (CL) <br />39 <br />19 <br />20 <br />25538 <br />O <br />CL -2, E. Side <br />(Reed 6113) <br />c <br />Brown Lean Clay (CL) <br />33 <br />20 <br />13 <br />2553C <br />f <br />SG -1 <br />(Reed 6/13) <br />Brown Lean Clay (CL) <br />44 <br />22 <br />22 <br />2553D <br />x <br />SG -2 <br />(Reed 6/19) <br />Brown Lean Clay w/Sand (CL) <br />42 <br />20 <br />22 <br />2553E <br />— <br />SG -3 <br />(Rev'd 6/19) <br />Brown Lean Clay w/Sand (CL) <br />44 <br />20 <br />24 <br />50 <br />C, <br />30 <br />C] <br />U <br />co 20 <br />Z <br />10 <br />0+ <br />0 <br />* Misual Classification based on ASTM D-2488 <br />CH or 0H <br />CL POL <br />Lj�z0 <br />ML� IV <br />LorOL <br />H or OH <br />10 20 30 40 50 60 70 80 90 100 110 I <br />LIQUID LIMIT (LL) <br />By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the aforementioned limit, <br />a xcel l Projects 12002 1021605 12553-PI-Base.xls l not Uate: Rev. By. Lab Log No.: �CC� <br />DCN: PI-rp (rev. 1/03/07) 07/02/08 p JJ <br />