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U Vector Engineering Inc. TICL l L l 143E Spring Heil Drive, Grass Valley, CA 95945 530-272-2448 LABORATORY SERVICES TEST REPORT ASTM D-422 'hent: Project No: Lab Sample No: ALLIED WASTE INC. 021605.08 2572F -roject Name: Report Date: FUKWAKU LANUt-ILL I-U-UtS L;UA July 11, 200 Sample ID Description IN, Gravel GRAVEL SAND % Silt - Clay BOULDERS COBBLES SILT AND CLAY ® WB1 (Bulk) (Rec'd 7/8) COARSE FINE COARSE MEDIUM FINE c 0.2 22.7 US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No, HYDROMETER 0 6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 0 i t l 1 1 I I i I I 1 1 1 I 1 I I I I I I I 1 1 1 I I 1 1 1 I I I I 1 i t I I I I I I 1 1 1 1 I I I I 1 1 1 1 1 I i I I I I I I I I 1I11 1I1I IIII 1I11 1I11 IIII IIII f1I111I 100 Ii1I 1III III1II1 1I1I I1I1 I1i11I II1III 1I11I1 11I1II1 IIiI1I IIIiII 1111II 11111I 11III1 1IIIII 1IIIII i1IIIIEIII 10 1III11 1111II 1IIII11 IIlIII1 111iIiI I11II1 1IIIII 111III 1III 1I1I 1I1I II1I II1I 90 1I1111 IIIIII I11III1 IIIIIII 1IIIIi 1I111I 1 1 1l1I11I 1 I I 20 I i l I 1 I I I 1 1 1 11 I I I I I I 1 1 1 I 1 I I I I 11 I l i I I I I I I l l I I 1 I I I I it I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I i I I 1 it I I I 11 I 1 1 1 I I I I I 80 1 1 1 I I I I I 1 1 1 1 I I I I I I i t 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 1 1 I I I I I I I i I I I i i I I I I I I I I I I 1 I I I I I I 1 1 1 11 I I I I I I l i I 1 1 30 1 1 1 1 1 I I I i l l t l I I I i t 1 1 1 1 1 I t i l I I I I I 1 1 1 I I 1 1 1 I I I I i I 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 I I 1 I I I I i I I I l i l i I 1 1 1 1 1 1 i I 70 I I I I I I I I 1 1 1 1 I I I 1 1 1 i t I I I 1 I I I I I I I I I I I I I I i I I I i I 1 I 1 1 I I I I I I 1 1 I I 1 1 1 1 1 I I I I i 1 I I I I I 1 1 1 I I 1 1 I 1 1 1 I I I i I 1 1 I I I 1 i I i t 1 1 1 I I I I I I I 1 I 1 1 1 I I I I I l l I I 1 1 1 I I I I I I 60 I I I I I i i I I I I I I I 1 1 1 I I 1 1 1 1 I i I I 1 1 1 1 1 1 I 1 I i I I I 1 1 I R 50 50 CT CL I I I I I I I I I I I I I I I I I I 1 1 1 1 1 I I I I I I I I 1 1 1 1 I I 1 1 1 I I I I I I 1 1 1 I I I 1 I I I I I 1 1 I i 1 I I i I I I I I I I I 1 1 1 1 1 i I I I I 1 1 1 I I 1 Q. 60 1 1 1 1 1 1 I I I I 1 1 1 1 I I t l I I I I i I I I 1 1 1 1 1 1 I I I I I I I I I I t I I 40 i i i 1 1 I I I 1 1 1 I I I i I I I I I I I I 1 1 1 1 1 I I I 1 1 1 1 I I 1 1 1 1 1 I I I I I I I 1 1 1 I I I 1 i t I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I 1 I I I I I I I 1 I I I I I 1 1 1 I I t l I I I I I I I I 1 I 1 1 1 1 I I I i 1 1 1 1 f I i I 1 70 1 1 1 I I i 1 1 1 1 1 11 I I 1 1 t i l I i I I I I 1 1 1 I 1 1 1 1 1 1 I I i 1 1 1 I I I I I I I I 1 I 1 1 1 1 1 1 I I 30 I I I I I i 1 1 1 1 1 I I I I 1 I I I I I I I 1 I I 1 1 I I I 1 1 I 1 I I I I I I 1 1 I i I I i 1 1 1 I I 1 1 1 I I f i 1 1 1 I I I I I I I I I I I I 1 1 1 I I I I I I 1 1 1 I I 1 1 I i 1 1 1 I 1 I 1 I I I I I I l i I I 1 I I I I I 1 I I 1 1 1 1 1 1 I I I I I I I I 1 80 I I I 1 1 1 I 1 1 1 I I 1 I 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I i I i I I I 1 1 1 1 1 I I I i t 1 1 1 I I I 1 I I I I I I I I I 1 I I I I t 1 1 1 1 1 1 1 1 I I I I I 1 I I I I I 1 I I i I 1 1 1 1 TI 1 I I 1 I I I I I 1 i I I I I I I 1 I i 20 1 1 1 I i I I i I I I I I I I i i t i t 1 1 1 I I l i I I I I I I I I 1 1 i t 1 1 1 1 I I 1 I I I I I I I I I I 1 1 1 1 I I 1 1 1 1 I 1 I I I I I I I I 1 1 1 1 I I 1 1 I I I 1 I I 90 1 1 1 I I I I I 1 1 I I I I 1 I I i i l l 1 1 I I I 1 1 1 I i I I I I i i I I i t I l i I I 1 1 1 I I I I I I I 1 I I 1 I i 10 I I I I I I I I I I I I I I I I I I 1 1 I I I I I 1 I I 1 1 I I I I 1 I 1 1 1 I I I I i 100 I I 1 1 1 i 1 I I I I l i I I I 1 1 1 1 1 I I 1 1 1 1 1 I I I I I I I I I I I I 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I I I I I 1 I i I 1 I I I I I I 1 I I 0 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 Particle Diameter, mm Size Passing, mm D60 = N/A D30 = N/A D10-2 N/A Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.27 Note: " Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-602MI Section 5.2.3. These results apply only to the above listed samples. The date and information are proprietary and can not be released without authorization of Vector Engineering Inc. 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 easing out of the use of 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 weess of the aforementioned limit. zib)ex—cel I Projects 12002102160512572F -MA Print Date: Reviewed Bv. , b, LSN: DCN: MA-rp (rev. 6/04/05) 07/21/08 1,--` 25721 Sample ID Description IN, Gravel % Sand % Silt - Clay ® WB1 (Bulk) (Rec'd 7/8) Brown Lean Clay w/ Sand (CL) 0.2 22.7 77.2 Size Passing, mm D60 = N/A D30 = N/A D10-2 N/A Coefficient of Curvature, Cc: N/A Coefficient of Uniformity, C,,: N/A Fineness Modulus = 0.27 Note: " Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-602MI Section 5.2.3. These results apply only to the above listed samples. The date and information are proprietary and can not be released without authorization of Vector Engineering Inc. 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 easing out of the use of 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 weess of the aforementioned limit. zib)ex—cel I Projects 12002102160512572F -MA Print Date: Reviewed Bv. , b, LSN: DCN: MA-rp (rev. 6/04/05) 07/21/08 1,--` 25721