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PROJECT: Novack Property <br />GEO. ENGR.: R. Maynard <br />51st Place, Everett, Wa. <br />YAACHINE OPERATOR: Jim <br />JOB #: 99-11-10 DATE: 10/27/99 <br />MACHINE TYPE: Case Extend -a -hoe <br />T.P.- 3 <br />SOIL DESCRIPTION <br />T.P.- <br />SOIL DESCRIPTION <br />0 <br />0 <br />0.0-0.33' Sandy Silt: <br />Dark brown, fine-grained <br />` \ organics, loose, dr,/ <br />(topsoil) . <br />------------------------- <br />�� 0.33'-1.5' Silty Sand: <br />Reddish brown, fine- to <br />coarse -grained, gravel, <br />loose to medium dense, <br />-5 <br />�Idry (sm, weathered till) <br />-5 <br />--------------------- <br />1.5'-5.0' ,Silt Sand <br />Gray, fine- to coarse - <br />grained, gravel, dense <br />to very dense, dry (sm, <br />unweathered till) <br />Test pit terminated due <br />to the denseness of the <br />-10 <br />material. <br />-10 <br />T.D. = 5.0' <br />-15 <br />-15 <br />E-20 <br />-20 <br />NOTES: No seepage or water was _ <br />NOTES: <br />noted during excavation of the test <br />pit. <br />GEOTECHNICAL AND <br />TEST PIT LOG <br />ENVIRONMENTAL SERVICES <br />PAGE 2 OF 2 <br />