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SHEET 1 OF 'I <br />TEST PIT NUMBER: <br />TP-l5 (P) <br />PROJECT NUMBER: <br />684127CH.05.02 <br />TEST PIT LOGehU*t <br />PR.t.|Fr:T Kiltitrs Cnuntv Cr.fi^h Kitrifa. Cnilnrv WA I OCA l^/i^dr ,^, Araa enrrrh /A1?11? d N 1A1An41 7 F) <br />FLEVATION: 1&8.2ft C Van De Venter/Kiltitas Cn <br />EXCAVATION EQUIPMENT: Hitachi Zaxis 135US Excavator w/ 30'' bucket DATE EXCAVATED: 4l1Ol2O19 <br />3'wide M. Kacmarcik <br />1:r)f\rnrtrNTSAMPLESOIL DESCRIPTION <br />DIFFICULTY IN EXCAVATION, <br />RUNNING GRAVEL CONDITION, <br />COLLAPSE OF WALLS, SAND HEAVE, <br />DEBRIS ENCOUNTERED, WATER <br />SEEPAGE GRADATIONAL CONTACTS, <br />TtrAT INICTPII[,ltrNTATIr)N <br />J <br />i <br />0- <br />tro <br />trrT=;irYq <br />8s$ <br />:)0 <br />- <br />J <br />tUFz <br />u <br />0- <br />F <br />SOIL NAME, USCS GROUP SYMBOL, COLOR, <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />CONSISTENCY, SOIL STRUCTURE, MINEMLOGY <br />l=.)=. <br />i*,i <br />2.O <br />1.BULI( <br />3.0 <br />9.0 <br />2-BULh <br />aa <br />Begin TP excavation at 09:13. Ground surface is <br />grass pasture. Weather is clear and windy. - <br />LABOMTORY: <br />w(%)=2s.4 <br />LL= 40%, P L=23o/o, P l= 1 7 % <br />P200=62.7o/o <br />lnstall l" diameter PVC piezometer in test pit with <br />field slotted screen from 8.5 to 9.5' bgs. <br />Approx 10" topsoilLean CLAY (CL): brown, moist, medium <br />moist. Rounded <br />and cobbles to 8" diameter <br />Sandy <br />Backfill to ground surface with compacted <br />excavation spoils.Bottom of Boring at 12.0 ft bgs on 4/10/2019 <br />15 <br />5_ <br />10_ <br />10.0