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Test Pit No. <br />• ~ TEST PIT LOG TP-is <br /> Page t of 1 <br />PROJECT 25th Ave Slurty Walls H&A FILE NO. 27630-007 <br />LOCATION Greeley, CO PROJECT MGR. S. Kuehr <br />CLIENT City of Greeley FIELD REP Davidl Kwietnewski <br />CONTRACTOR City of Greeley DATE IO/31/2001 <br />EQUIPMENT 710 Deere Backhoe WEATHER Cloudy <br />Ground EI. 4669 R Location See Map Groundwater depths/entry rates <br />EI. Datum NCVD 1929 East side of embankment, across Gom TP-17. (in/min): <br /> Stratum <br />Depth Sample Change <br />Description of Materials <br />(ft) ID Depth <br /> (f[) <br /> Obstructions: <br /> Medium drnse, brown, clayey SAND with gravel. <br /> 30°/ gmvel / 65 % sand / 5 % fines <br /> -FILL- <br />2 2.0' <br /> <br /> Medium stiff, dark brown, sandy lean CLAY. <br /> 'S% gmvel/30% sand/65%tnes <br /> -0VERBURDEN- <br />4 <br /> Remarks: <br /> Embankment appears to be undisNrbed, <br /> 5.0' <br />~_ consisting of overburden ovttlying coars <br /> ~ alluvium. <br /> SoR, brown, sandy lean CLAY. <br />6 45°/.sand / 65% fines <br /> Camp wite <br />8 <br /> 9 <br />5' <br /> . <br />10 Sand and gravel, MPS=6" <br /> -COARSE ALLUVIUM- <br /> Bottom of Exploration at I L0 tt. <br />12 <br /> Boulders: <br />Standine water in completed Dit: Diameter (in.) Number Appros. vol. (cu. ft.) Test Pit Dimensions: <br />a[ depth - tt. l2 to 24 - _ - Pit Depth I I' <br />measured after - hrs. elapsed over 24 - _ - Pit Length X Width 12' x 1' <br />Form kl00H <br />