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AAR TESTING AND INSPECTION, INC. <br />7126 180th Avenue NE, Suite C101 <br />Redmond, Washington 98188 <br />www.aartesting.com <br />425.881.5812 | O <br /> <br />Page 2 of 2 <br /> <br />Test results apply only to the items herein tested. This report shall not be reproduced except in full, without the written approval of AAR Testing and Inspection, Inc. <br />Testing Report Cle Elum Transfer Station Geosyntec Consultants <br /> <br /> <br />AAR <br />SAMPLE ID SOURCE SAMPLE <br />ID <br />DEPTH <br />(FT) pH RESISTIVITY <br />(ohms-cm) <br />ORGANIC <br />CONTENT <br />% <br />MOISTURE <br />CONTENT <br />% <br />FINER <br />THAN <br />200 % <br />SIEVE ANAYLSIS ATTERBERG <br />LIMITS <br />SAMPLE <br />DESCRIPTION <br />Gravel <br />% <br />Sand <br />% D10 D30 D60 D90 LL PI USCS <br />28634 TP-01 S2 2.5 9.7 28 40 32 0.09 4.85 21.03 <br />Silty gravel <br />with sand and <br />organic matter <br />(GM) <br />28635 TP-02 S2 5 6.6 20 62 18 0.78 21.33 60.75 Silty gravel <br />with sand (GM) <br />28636 TP-02 S2 13 10.9 7.3 33 60 0.17 0.60 3.41 14.49 <br />Poorly graded <br />sand with silt <br />and gravel <br />(SP-SM)