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SHEET I OF 1 <br />TEST PIT NUMBER: <br />TP.23 <br />PROJECT NUMBER: <br />684127CH.05.02 <br />TEST PIT LOGeh?rnfi- <br />PROJECT: Kittitas County Stetion. Kittitas Countv. WA Grinder 16'13785.6 N. 1617860.3 E) <br />FI FVATION. I55,I 3fINAVD88 (-..)NTFIACTOR'C Van De Venter/Kittitas Co <br />EXCAVATION EQUIPMENT: Hitachi Zaxis 135US Excavatoril 3O'' bucket DATE EXCAVATED:411012O19 <br />DIMENSIONS: 3'wide 0'M. Kacmarcik <br />r:.)tir[rtrNTSAMPLESOIL DESCRIPTION <br />(, <br />9II <br />0- <br />t(D <br />DIFFICULTY IN EXCAVATION, <br />RUNNING GMVEL CONDITION, <br />COLLAPSE OF WALLS, SAND HEAVE, <br />DEBRIS ENCOUNTERED, WATER <br />SEEPAGE GMDATIOML CONTACTS, <br />TtrA.r INIETPIII\,ltrNTATIAN <br />FLE=;h vo <br />Es# <br />fo <br />- <br />J <br />tuFz <br />ul <br />Ir <br />SOIL NAME. USCS GROUP SYMBOL, COLOR, <br />MOISTURE CONTENT, RELATIVE DENSIW OR <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />3.0 <br />1-BULI' <br />4.O <br />8.0 <br />2.BULN <br />-siidi SII-T (ilturr,r-n)lniwn, rniiii fre-3ium-pl-asiniil. estim?e tZ% - <br />fine sand. <br />below 10', wet. Gravel and <br />m <br />to <br />5 to 10', then brown9. <br />L)plasticity. Organics.(roPSo <br />t <br />a a <br />a <br />a I <br />a a <br />a <br />a <br />a a <br />I a <br />a <br />I a <br />a a <br />a I <br />Begin TP excavation at 1Q:22. Ground surface is <br />grass pasture. Weather is clear and windy. <br />S" topsoil <br />No caving above gravels, test pit walls stand <br />vertical. <br />Groundwater at 9.0' bgs. <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 />9.0