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Vector Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 530-272-2448 <br />LABORATORY SERWICE'S <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />C <br />11 60 <br />70 <br />80 <br />90 <br />100 <br />ALLIED WASTE INC. <br />PARTICLE IANALYSIS <br />TEST REPORT <br />ASTM D-422 <br />021605.08 <br />re: <br />FORWARD LANDFILL FU -08 CQA <br />GRAVEL SAND <br />BOULDERS COBBLES <br />COARSE I FINE COARSE MEDNM I FIP1E <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 <br />SILT AND CLAY <br />HYDROMETER <br />June 1 <br />T <br />2553A I <br />1000.00 100.00 10.00 <br />Particle Diameter, mm <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />E <br />® <br />CL -1, W. Side <br />grown Lean Clay (CL) <br />0.0 <br />10.2 <br />89.8 <br />(Rec°d 6/13) <br />■ <br />MEIN <br />IMMINE <br />milli <br />1000.00 100.00 10.00 <br />Particle Diameter, mm <br />1`1 <br />Size Passing, mm D60 = N/A D30 = N/A U10 - Ivrr% <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.19 <br />Note: " Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <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 indemnify and hold harmless Vector from and against all liability in mess of the aforementioned limit. <br />LaWxcel I Projects [ 2002102160512553A -MA Print Date: Reviewedoy'*11— LSN. 2553A <br />DCN: MA-rp (rev. 6/04/05) 07/02/08 —r <br />Sample ID <br />Description <br />% Gravel <br />% Sand <br />% Silt - Clay <br />E <br />® <br />CL -1, W. Side <br />grown Lean Clay (CL) <br />0.0 <br />10.2 <br />89.8 <br />(Rec°d 6/13) <br />1`1 <br />Size Passing, mm D60 = N/A D30 = N/A U10 - Ivrr% <br />Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.19 <br />Note: " Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <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 indemnify and hold harmless Vector from and against all liability in mess of the aforementioned limit. <br />LaWxcel I Projects [ 2002102160512553A -MA Print Date: Reviewedoy'*11— LSN. 2553A <br />DCN: MA-rp (rev. 6/04/05) 07/02/08 —r <br />