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PROJECT NUMBER: TEST PIT NUMBER: <br />jr684127CH.05.02 TP-1 5 (P) SHEET I OF I <br />4A �* TEST PIT LOG <br />PROJECT: Kittitas County Transfer Station, Kittitas County, WA LOCATION: Windrow Area, South (613342.4 N, 16180413 E) <br />ELEVATION: 1548.2 ft NAVD88 CONTRACTOR: C. Van De Venter/Kittitas Co. <br />EXCAVATION EQUIPMENT: Hitachi Zaxis 135US Excavator w/ 30" bucket DATE EXCAVATED: 411012019 <br />— — ­_ APPROX r)IMFNqlnN.q- Twirip 10'k)no LOGGER: M. Kacmarcik <br />SAMPLE <br />SOIL DESCRIPTION <br />COMMENT <br />0 <br />DIFFICULTY IN EXCAVATION, <br />0 <br />RUNNING GRAVEL CONDITION, <br />U, <br />�_00 <br />Uj <br />0. <br />SOIL NAME, USCS GROUP SYMBOL, COLOR, <br />COLLAPSE OF WALLS, SAND HEAVE, <br />a. , , <br />Uj Uj <br />X <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />DEBRIS ENCOUNTERED, WATER <br />, <br />omw <br />LU <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />M <br />I.- <br />K <br />SEEPAGE GRADATIONAL CONTACTS, <br />TPRT INc;TRUWPNTAT1nN <br />Organic any MILT (ML): dark brown to black, moist, organic <br />Begin TP excavation at 09:13. Ground surface is <br />(TOPSOIL) <br />L/ • , A*. <br />grass pasture. Weather is clear and windy. <br />--- -- <br />— — — — — — — — — — - <br />STn(Ty LeanT917_(dF�r_oWn_,M_01it, mediumplasticity. <br />Approx 10" topsoil. <br />2.0 <br />1-BULK <br />LABORATORY: <br />w(%)=29.4 <br />LL=40%, PL=23%, PI=117% <br />10 <br />P200=62.7% <br />Well -Graded Sandy GRAVEL (GW): brown, moist. Rounded gravels <br />and cobbles to 8" diameter. <br />goes* <br />00 a a 0 <br />Install 1" diameter PVC piezometer in test pit with <br />field slotted screen from 8.5 to 9.5' logs. <br />9.0 <br />2-BULK <br />10 <br />10.0 <br />Sees* <br />• 00 00 <br />00 <br />Backfill to ground surface with compacted <br />Bottom of Boring at 12.0 ft bgs on 4/10/2019 <br />excavation spoils. <br />15 <br />