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TEST PIT NUMBER: <br />TP-27 (P)SHEET 1 OF 1 <br />PROJECT NUMBER: <br />684',127CH.05.02 <br />TEST PIT LOGehtn* <br />PRO.iFCT: Kittitas Countv Slatinn Kiftita< Carrnlv WA I OCA PA^rnlihd llrnrunff Area (6'l?697 4 N '1617459.6 E) <br />Fr FVAT|ON. 154A7 ft al \/.n na \/anlar/Kilfitaq ed <br />EXCAVATION EQUIPMENT: Hitachi Zaxis 135US Excavator w/ 30" bucket DATE EXCAVATED: 419 l2O1 9 <br />APPROX. DIMENSIONS: 3'wide LOGGER: M. Kacmarcik <br />COMMtrNTSOIL DESCRIPTIONSAMPLE <br />JIx <br />0- <br />to <br />DIFFICULTY IN EXCAVATION, <br />RUNNING GMVEL CONDITION, <br />COLLAPSE OF WALLS, SAND HEAVE, <br />DEBRIS ENCOUNTERED, WATER <br />SEEPAGE GMDATIONAL CONTACTS, <br />TtrST INSTRI IMtrNTATION <br />SOIL NAME, USCS GROUP SYMBOL, COLOR, <br />MOISTURE CONTENT, RELATIVE DENSIry OR <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />FI <br />=l;h vo <br />Es$ <br />lo <br />d <br />J <br />tut-z <br />uL <br />F <br />l:t v. <br />i s.! <br />1a. .\ tr <br />1.0 <br />1-BULI <br />2.O <br />2-BULK <br />4.O <br />Begin TP excavation at 15:22. Ground surface is <br />grass pasture. Weather is clear and windy. <br />lnstall 1" diameter Schedule 40 PVC piezometer <br />in test pit with field slotted screen from 8.0 to 9.0 <br />bgs. <br />Groundwater at 9.0 feet bgs. <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />aa <br />at <br />aa <br />aaaa <br />aa <br />aaaa <br />I <br />t <br />II <br />t <br />II <br />I <br />II <br />t <br />Sinov slT (M[):Triwn wTtrtEn-ge and grey <br />percent fine sand. <br />Well-Graded Cobbley GRAVEL (GW): <br />gravel with cobbles up to 8" diameter. <br />SAND with <br />Estimate 10% silt. <br />wet.. <br />wet,sandy <br />20 <br />Backfill to ground surface with compacted <br />excavation spoils <br />5.0 <br />Bottom of Boring at 11.0 ft bgs on 41912019 <br />15 <br />5 <br />10