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6aFE <br />#4q6 <br />LOXUuJo <br />IFcUo <br />aB <br />xF&Uo <br />oF^bs69 <br />utfFoo <br />= <br />s <br />FzuFz <br />o <br />2 <br />o <br />&,o <br />* <br />FzuFzol) <br />E <br />#(, <br />o*ouoo <br />ATTERBERG <br />L|MTTS (%) <br />u <br />Eo <br />oz <br />a <br />>R <br />aUz <br />Ls <br />zo <br />F <br />2AF<AJ<o SAMPLE DESCRIPTIONLLPL <br />BH-5.S-3 5.0 7.O 38.4 3.5 50 24 86.5 CH V€rydark broM, Fat CLAY <br />BH-s.S4 7.5 9.0 41.O CH Oark brown, Fat CLAY <br />BH-S & BH-8,Bulk-1 0.0 5.0 2.5 17 0-2 31.2 68.5 CL Olive brown, Sandy lean CLAY <br />8H6.S-t 0.0 1.5 40.0 OL Dark brown, organlc slLT <br />BH{,S-2 2.5 4.0 35.7 CL Dark brown, Lean CLAY with sand <br />sH-6,S-6 12.5 14.0 't3.7 52.9 33.1 8.0 GW-GM Dark Brown, Wdl graded GMVEL with silt <br />8H-7.S-'l 0.0 33,3 ML Verydark broM. SILT <br />BH-7,S-2 2.5 4.0 29.4 OL Verydark broM, Organlc SILT wlth gravel <br />BH-7,54 9.0 '1o.4 GP-GM Dark y€llowish-brown, Poody graded GMVEL wilh silt <br />BH-7,S-5 10.0 11.5 't1.7 55.7 5.2 GW.GM Dark brown, Well graded GRAVEL with silt and sand . <br />BH-8,S1 0.0 1.5 27.9 OL Very dark brom, Organic SILT <br />sH-8,S-2 2.5 4.0 34.7 CL Very dark Brown. Lean CLAY with sand <br />BH4,S-3 5.0 6.3 21.1 3.8 44 23 21 50.3 CL Very dark broM, Sandylean CLAY <br />8H{.S{7.5 9.0 5.0 67.2 26.6 6.2 GW-GM Very dark Gayish-brown, Wdl gEded GMVEL wilh silt an <br />Notes: <br />2. The soil classifications in lhis table are bas€d on ASTM D2487 and D2488 as appli@ble. <br />sa <br />lf\m Kittitas County Transfer Station <br />Geotechnical I nvestigation <br />Ellensburg, Washington <br />SUMMARY OF <br />MATERIAL PROPERTIES <br />PAGE:2of2 <br />PRoJEcrNo.: 2022-188 FIGURE: B-2GEOSCIENCES INC, <br />|NDEX MABUM 3 2022.188.G?J 5t11r23