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Test Pit No. <br />• ~ TEST PIT LOG rP-i3 <br /> Page 1 of 1 <br />PROJECT 25th Ave Slurry Walls H&A FILE NO. 27670-003 <br />LOCATION Greeley, CO PROJECT MGR. S. Kuehr <br />CLIENT Ciry of Greeley FIELD REP 1. Davenport <br />CONTRACTOR City of Greeley DATE 10/17/2001 <br />EQUIPMENT 710 Deere Backhoe WEATHER <br />Ground EI. 4669 R Location See Map Groundwater depths entry rates <br />EI. Datum NGVD 1929 East side of embankment, across from TP-19. (inlmin): <br /> Stratum <br />Depth Sample Change <br />Description of Materials <br />(ft) ID Depth <br /> (ft) <br /> Obstructions: <br /> Soft to medium stiff, sandy elaztic LEAN CLAY <br /> -OVERBURDEN- <br />2 <br />4 <br /> Remarks: <br /> Comp m;te Stockpiled coarse alluvium adjacent to pi <br /> and sampled Cor backtill mix design. <br /> Embankment appears ro lx undisturbed, <br /> consisting of overburdrn overlying coars <br />6 alluvium. <br />8 <br />IO 10.0' <br /> Well graded GRAVEL with sand <br /> -COARSE ALLUVIUM- <br /> ! LO' <br /> Bottom of Exploration a[ 11.0 ft. <br />12 <br /> Boulders: <br />Standine water in completed oit: Diameter (in.) Number Approx. vol. (cu. ft.j Test Pit Dimensions: <br />a[ depth ft. 12 to 24 = - Pit Depth 1 I' <br />measured after hrs. elapsed over 24 - = Pit Length X Width t2' s 3' <br />Form Nl00B <br />