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1000 INDUSTRY ST 2018-01-02 MF Import
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1000 INDUSTRY ST 2018-01-02 MF Import
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Last modified
4/18/2025 7:46:16 AM
Creation date
2/19/2017 8:33:47 AM
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Address Document
Street Name
INDUSTRY ST
Street Number
1000
Imported From Microfiche
Yes
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Te�st Pit No. TP-3 <br /> I Logged by: BPK <br /> Approximate Elev. 425 <br /> I Date: 1/13!05 <br /> Depth Moisture <br /> Cor�tent <br /> �ft�) S��il Description �qo� <br /> i p - <br /> � FILL: brown sand with silt,medium to coarse grained,trace gravel,loose, 11.1 7 <br /> ' �_(SP-SM)——-- -- <br /> IFILL:brown and bluish-gray siity sand with gravel,r.obbles to 3 inches, g,5 <br /> 5 medium dense,moist. (SM) <br /> Dense below 8.5 feet. 8.1 <br /> � 10 <br /> � Test pit terminated at 9.5 feet. <br /> Light groundwater seepage encountered at 1 foot. <br /> 15 <br /> ' Test Pit No. TP-4 <br /> Logged by: BPK <br /> , Approximate Elev. 422 <br /> Date: 1/13/05 <br /> I Depth Moisture <br /> (ft•) Soil Description ��to�nt <br /> � FILL:bluish�graysand with silt and organics,laint organic odor,loose,wel. (SP•SM) T <br /> � FIL�:brown sand with gravel,trace silt, medium to coarse grained, <br /> medium dense,moist to wet. (SP) 12-inch cobble at 1 foot. 8�7 1 <br /> FILL:brown and bluish-gray silty sand with gravel,medium dense,moisL (SM) <br /> � 5 FILL:brown sand vnin gravel,medium to coarse grained,medium tlense,moisL (SP) <br /> — -- 97 <br /> FILL:brown and bluish-gray silty sand with gravel,cobbles l0 3 inches, <br /> medium dense,moist. (SM) <br /> 10 s.s <br /> i <br /> i <br /> � Test pit terminated 2t 11.5 feet. <br /> Lighl groundwaler seepage encountered at 1 and 3 feet. <br /> � 15 <br /> TEST PIT LOGS <br /> � Terra MOUNTAINVIEW BUSINESS CENTER <br /> ti`Jv?':�=' ASSOCIat@S� �IIC. LOTS 3, 4, AND 5 <br /> �-•_�-/ EVERETT WASHINGTON <br /> � Consultants in Geofechnical Enginoering � _ <br /> � Geology and <br /> Environmental Earth Sciences Proj. No. T-5659 Date JAN 2005 Figure A-3 <br /> � ��� <br />
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