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PROJECT NUMBER: <br />684127CH.05.02 <br />TEST PIT NUMBER: <br />TP-01 (P)SHEET 1 OF 1 <br />TEST PIT LOGehtn* <br />PRO-IFCT' Kiltites Countv Transfer Station l(ilrirra a^' 'hlv l/\rA I n(:ATI.lN' l /aet Fhfran.e l6'1M92 I N 16'1719L ) <br />trI FVATION' 154R 1 fI NAVD88 f: \/rn De \/entar/Kitlit* e6 <br />EXCAVATION EQUIPMENT: Hitachi Zaxis 1 35US Excavator w/ 30" bucket DATE EXCAVATED: 41912019 <br />APPROX. DIMENSIONS: 3'LOGGER: M. Kacmarcik <br />(:OMMtrNTSAMPLESOIL DESCRIPTION <br />oJ <br />i <br />0- <br />Eo <br />DIFFICULTY IN EXCAVATION, <br />RUNNING GMVEL CONDITION, <br />COLLAPSE OF WALLS, SAND HEAVE, <br />DEBRIS ENCOUNTERED, WATER <br />SEEPAGE GRADATIOML CONTACTS, <br />TtrET INSTPIIN/ltrNTATIr)N <br />FL <br />Uo(tf,a <br />-if,qu;ioE <br />C <br />J <br />E. <br />UJF <br />= <br />U <br />0- <br />Ir <br />SOIL NAME, USCS GROUP SYMBOL, COLOR, <br />MOISTURE CONTENT, RELATIVE DENSITY OR <br />CONSISTENCY, SOIL STRUCTURE, MINERALOGY <br />1.0 <br />1-BULI <br />z.u <br />4.0 <br />2.BUL},( <br />Much sidewall sloughing in gravels below 3 feet. <br />Excavation becomes more difficult below 6 feet. <br />Becomes coarser and more well-graded with <br />depth. <br />Becomes wet at 11 feet bgs. Water visibly <br />flowing into pit. <br />;l <br />1l <br />l' <br />a <br />I <br />I <br />a <br />I <br />sirty-sn-N6-riiintnnvet--tsMl-*low-i,?disra-pp-roisT"Z''fr slicsiif - <br /><10% rounded gravel. Some grey mottling. Root fibers to 3 feet. <br />-w?irGEa?atnnve-r-Gwl-n6fr ir,ffi ;t.-oaveGrg-'iFttrinauoG,- <br />max size 12" diameter, and mixed lithology. <br />Gravels are mixed lithology. <br />diameter <br />lnstall 1 inch diameter Schedule 40 PVC <br />piezometer with field-slotted 1'screen in backwall <br />bf test pit. Pipe is 10' long. Backfill test pit to <br />ground surface with compacted excavation <br />spoils. <br />Bottom of Boring at 13.5 ft bgs on 419120'19 <br />5 <br />15 <br />10_ <br />5.0