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Associated Earth Sciences, Inc.
<br />EX Aoration
<br />Lo
<br />Project Number
<br />I
<br />I E plonbonNumber Sheet
<br />EB-1 I 1 of 1
<br />® Q W
<br />L�
<br />EED90259A
<br />Project Name Anders^^ Aide Ground Surface Elevation (e)
<br />Location 4704 Harbor Lane Everett. WA Datum NIA
<br />DMIedEqulpment GeulQ9ir Brill Date SIeNF,nish _Q9f 2/09,n4 m /n9q
<br />Hammer We,ghtlDrop 140" 130° Hole Diameter (in) R"
<br />N
<br />. y g BlowslFDot I-
<br />L J7 �
<br />-Y' Y
<br />Sl 9o'4m
<br />m T n Ij E
<br />DESCRIPTION ° 3 10 20 3u 40 °
<br />--
<br />—
<br />Fill
<br />Loose, moist, brown, silty SAND, few gravel.
<br />S•1
<br />3
<br />3
<br />4
<br />5
<br />I
<br />Medium dense, moist, dad: brown, SAND, with silt, few gravel
<br />3
<br />10
<br />5-2
<br />6
<br />1
<br />s
<br />Pro haDle Landslide all
<br />S-3
<br />Medium dense. moist. grey -brown, some mottling. SAND, some sill, few
<br />g
<br />21
<br />gravel.
<br />12
<br />- 10
<br />Medium dense., moist, brown, SAND, with sill, some gravel.
<br />13
<br />21
<br />5-4
<br />1;3
<br />6
<br />Increasing gravel.
<br />- 151
<br />Medium dense, wet, brovn, SAND, fenfwith sill, few gravel, water
<br />5
<br />Af 2
<br />I
<br />5.5
<br />observed in sample.
<br />- 20
<br />S B
<br />Wet, micaceous.
<br />3e
<br />•
<br />2
<br />- C5
<br />1
<br />Very dense, moist, brown, medium SAND, little silt, little gravel.
<br />16
<br />_I
<br />S-7
<br />35
<br />36
<br />- 30
<br />Medium dense, moist, gray, some mottling, medium SAND, with silt, few
<br />a
<br />le
<br />SB
<br />Gravel.
<br />10
<br />Pre-Vashon, Coarse•gnlnetl
<br />- 35
<br />Very dense, moist, light brown, oxidized, medium SAND micaceous, trace
<br />u
<br />66
<br />S'g
<br />to few silt, trace gravel.
<br />2B
<br />} 40
<br />S•10
<br />24
<br />3G
<br />G2
<br />6ollcm of eµ.'oratron boring at 415 feet
<br />i
<br />S;.nplcr
<br />Type
<br />(ST):
<br />i
<br />2- OD
<br />Split
<br />Spoon Sampler (SPT) No Recovery M- Moisture
<br />Logged
<br />by:
<br />EG
<br />IDf■11
<br />3' OD
<br />Split
<br />Spoon Sampler (D b N', U Ring Sample S! Water Level Q
<br />Approved
<br />: EG
<br />Grab
<br />Sample
<br />[J Shelby Tube Sample T Water Lever at time of
<br />drilling
<br />(ATD)
<br />i
<br />616
<br />
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