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SHEET 1 OF 'I <br />TEST PIT NUMBER: <br />TP.29 <br />PROJECT NUMBER: <br />684127CH.05.02 <br />TEST PIT LOGehnw <br />ftR.) IF(:T. Kittites C6rhtv Trensfer Stalion Kittifac f:^rht\, \A/A I ocATlON' Rccvelino Fxit (614180 0 N. 1617422.3E\ <br />Fl EVATION: 1551.211 C \/an l)e Venier/Kiltitas Co <br />EXCAVAT|ON EQUIPMENT: Hitachi Zaxis 135US Excavator w/ 30" bucket DATE EXCAVATED:41912019 <br />APPROX.3'wide M. <br />SAMPLE SOIL DESCRIPTION <br />RUNNING GRAVEL CONDITION, <br />COLLAPSE OF WALLS, SAND HEAVE, <br />DEBRIS ENCOUNTERED, WATER <br />SEEPAGE GMDATIOML CONTACTS, <br />ooJI <br />0- <br />d <br />a <br />J <br />tuFz <br />uc <br />F <br />SOIL NAME, USCS GROUP SYMBOL, COLOR, <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />trIE=;h 90 <br />BgE <br />la <br />0.5 <br />1.BULN <br />1.5 <br />3.0 <br />2.BULK <br />?t?Gi-ic5llT-tvtr)la-an-ge-br;il;witngreim-ott-lins,moist. <br />Well-Graded Sandy Cobbley GRAVEL <br />mated 45% fine sand. <br />(SM): brown, moist to wet. <br />6.0 to 6.5' <br />wet, <br />gravels and cobbles to S" diameter <br />laa <br />tla <br />Begin TP excavation at 14:57 . Ground surface is <br />grass pasture. Weather is clear and windy. <br />lnstall 1" diameter Schedule 40 PVC piezometer <br />with field slotied screen from 8.0 to 9.0'bgs. <br />Ash layer at 2.0' bgs. <br />Groundwater at 10.0' bgs <br />Backfill to ground surface with compacted <br />excavation spoils.Boftom of Boring at 11.0 ft bgs on 41912019 <br />5 <br />15 <br />10_ <br />4.O