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PROJECT: Novack Property <br />GEO. ENGR.: R. Maynard <br />51st Place, Everett, Wa. <br />MACHINE OPERATOR: Jim <br />JOB #: 99-11-10 DATE: 10/27/99 <br />MACHINE TYPE: Case Extend -a -hoe <br />T.P.- 1 <br />SOIL DESCRIPTION <br />T.P.- 2 <br />SOIL DESCRIPTION <br />0 <br />0 <br />0.0'-0.5' Sandy Silt: <br />0.0'-0.5' Sandy Silt: <br />Dark brown, fine-grained <br />Dark brown, fine - <br />organics, loose, dry <br />` <br />\ grained, organics, <br />(topsoil). <br />loose, dry (topsoil). <br />---------------------:--- <br />` ---------------Y-------- <br />0.5'-2.0' Silty Sand <br />0.5'-3.0' Silt Sand: <br />Reddish brown, fine- to <br />Reddish brown, fine- to <br />coarse -grained, gravel, <br />r coar;ae-grained, gravel, <br />loose to medium dense, <br />r loos=_ to medium dense, <br />-5 <br />r dry (sm, weathered till) <br />-5 <br />�� dry (sm, weathered <br />�------------------------- <br />till). <br />2.0'-5.0' Silty Sand: <br />---------•-------------- <br />Gray, fine- to coarse- <br />3.0'-6.0' Silty Sand: <br />grained, gravel, dense <br />Gray, fine- to coarse - <br />to very dense, dry (sm, <br />grained, gravel, dense <br />unweathered till). <br />to very dense, dr}• (sm, <br />unweathered till). <br />Test pit terminated due <br />to the denseness of the <br />Test pit terminated due <br />-10 <br />material. <br />-10 <br />to the denseness of the <br />material. <br />T.D. = 5.0' <br />T.D. = 6.0' <br />-15 <br />-15 <br />-20 <br />-20 <br />NOTES: No seepage or water was <br />NOTES: No seepage or water was <br />noted during excavation of the test <br />noted during excavation of the test <br />1pit <br />sir <br />GEOTECHNICAL AND <br />TEST PIT LOG <br />ENVIRONMENTAL SERVICES <br />PAGE 1 OF 2 <br />