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244 HEATHER RD 2016-01-01 MF Import
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244 HEATHER RD 2016-01-01 MF Import
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Last modified
2/19/2017 5:31:32 PM
Creation date
2/19/2017 5:31:20 PM
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Address Document
Street Name
HEATHER RD
Street Number
244
Imported From Microfiche
Yes
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RECORD QF SUBSURFACE EXPLORATION � <br /> ------- ���� <br /> � BORING NO. &�O�ATiON: - PROJECT: <br /> ' Jacobs Residence <br /> -- --- ----- - - -- ��---------•---- -------------------- •---------------------------------------••-- <br /> SURFACEELEVATION: FROJECT LOCATION: <br /> -- -- -- -- -- - - ---------------- --------•--•---.....Everett, washin�ton------------------.- GILES ENGINEERING <br /> COMPLETION DATE: ASSOCIATES� INC. <br /> 5/14/97 Dallas Madison Seattle <br /> � ----•--- �-----------------------•--------------------�-•--------------•-- Milwaukee Los Mgeles <br /> FIELD REPRESENTATIVE: <br /> BWG PROJECT NUMBEH: 6G-9704016 Washington, D.C. <br /> Feet Samp�e 1 <br /> MATERIAL DESCRIPTION Surtace Type N Itsf) ItsPf1 ltsf� ��,Wy� PID NOTES I <br /> Topsoil and Grass / Landscape SAND ,. <br /> `---•- ------••---•---•---- <br /> Very loose, moist, dark brown and light 1-SS 3 <br /> brown (layered) fine SAND, little silt, trace <br /> fine gravel (Possible fill) <br /> - ------�-----------------•-•---•--------------•--•--•-• <br /> Firm, wet, mottled brown, fine SAND, some 2-SS �e <br /> silt, trace fine gravel (Possible fill) <br /> --��-----------------•----------------•--...-------•-•--- <br /> 3-SS 14 <br /> Stiff, wet, mottled brown and gray, SILT, <br /> trace fine sand, slight plasticity. Pervasive, <br /> ciosed multidirectional fractures <br /> ------------•----...-�----------------------•-•--------' <br /> Grades to hard, non-plastic to slightly �� 4-SS 3a <br /> plastic <br /> .... ------�-----------------�---------- --•------------ <br /> Grades to very stiff, one slightly 5-SS 23 � � <br /> slickensided fracture, inclined "20 degrees <br /> from horizontal at 13.0. slightly plastic <br /> Grades to relatively grayer v,�ith somewhat �5 6•SS 25 <br /> less pervasive fracturing. Slightly plastic <br /> Grades with manganese staining in fractures 7_gg 22 i <br /> ii <br /> Grades to mostly gray, without manganese 20 8•SS 23 <br /> Boring terminated @ 21.5 feet � <br /> WATER dBSERVATION DATA REMARKS <br /> �? WATER ENCOUNTERED DURING DFiILLING: N/E N/E = None encountered <br /> 2 WATER LEVEL AFTER REMOVAL: NIE <br /> — CAVE DEPTH AFTER REMOVAL: N/E N/T = Not tested <br /> = WATER LEVEL AFTER HOUFS: N/T <br /> -- CAVE DEd�PTH AFTER HOURS: N/T <br /> honngi�Loaatlan ol TastaBoiY ghis Aown on[M1s Bcr np LocaGo�n Plen waan soil rypea. ha ecNel trensition may e gredual end mey vary consid�re6ly atween <br />
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