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<br />H
<br />HH
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<br />Logged By M1—_
<br />Date 4-17-89
<br />Depth
<br />(ft.) USOS
<br />i
<br />1.
<br />TEST PIT NO. TP-9
<br />Soil Description
<br />Elev. + 556t
<br />W
<br />(%)
<br />0
<br />- Dark brown Topsoil and silty Topsoil, damp, loose.
<br />SM Dark brown becomes brown, silty fine SAND with many roots
<br />and scattered gravel, damp to moist, loose.
<br />= SW/Gd Brown -tan, slightly silty to clean, sandy QtAVIZ to
<br />gravelly SAND with many cobbles, wet, dense. 11.2.
<br />SM Cray, gravelly, silty fine SAND to fine sandy SILT with Iron -oxide stairu, wet to moist, very dense (Till -like) 24.7
<br />1 Test pit terminated at 8.6 feet depth.
<br />Heavy to moderate groundwater seepage encountered between
<br />4 to 6.5 feet depth.
<br />S
<br />Logged By IM
<br />Date 4-17-89
<br />0
<br />It
<br />it
<br />TEST PIT NO. TP-10
<br />Elev. + 555t
<br />EM Tan nd brown, silty SAND wiht sae gravel, damp, tedium
<br />dense (Fill)
<br />- Dark brown, old Topsoil -Like material, damp, loose.
<br />RVSW Tan-brmm, slightly silty SAND lath gravel, becomes more
<br />: clean.and granular, mist to wet, median dense to dense.
<br />G
<br />SS Tan -brown, SAN11SIii1E, cenented, moist to damp, very Q dense. 13.2
<br />Becomes relatively clean, gravelly SAND, wet to moist,
<br />SV .1 • very dense.
<br />Test pit teeydnated at 9.0 feet depth.
<br />Moderate groundwater seepage encountered at about 6
<br />feet depth.
<br />TERRA
<br />ASSOCIATES
<br />Geotechnical Consultants
<br />TEST PIT LOGS
<br />Woodbrook Apartments
<br />Everett Washington
<br />Prol. No. 1005 1 Date 4/86 1 Figure 8
<br />Logged By IM
<br />Date 4-17-89
<br />0
<br />It
<br />it
<br />TEST PIT NO. TP-10
<br />Elev. + 555t
<br />EM Tan nd brown, silty SAND wiht sae gravel, damp, tedium
<br />dense (Fill)
<br />- Dark brown, old Topsoil -Like material, damp, loose.
<br />RVSW Tan-brmm, slightly silty SAND lath gravel, becomes more
<br />: clean.and granular, mist to wet, median dense to dense.
<br />G
<br />SS Tan -brown, SAN11SIii1E, cenented, moist to damp, very Q dense. 13.2
<br />Becomes relatively clean, gravelly SAND, wet to moist,
<br />SV .1 • very dense.
<br />Test pit teeydnated at 9.0 feet depth.
<br />Moderate groundwater seepage encountered at about 6
<br />feet depth.
<br />TERRA
<br />ASSOCIATES
<br />Geotechnical Consultants
<br />TEST PIT LOGS
<br />Woodbrook Apartments
<br />Everett Washington
<br />Prol. No. 1005 1 Date 4/86 1 Figure 8
<br />TERRA
<br />ASSOCIATES
<br />Geotechnical Consultants
<br />TEST PIT LOGS
<br />Woodbrook Apartments
<br />Everett Washington
<br />Prol. No. 1005 1 Date 4/86 1 Figure 8
<br />
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