Laserfiche WebLink
Test Pit No. <br />• • • ~ TEST PIT LOG Tr-is <br /> Page I of I <br />PROJECT 25th Ave Slurry Walls H&A FILE NO. 27670-003 <br />LOCATION Greeley, CO PROJECT MGR. S. Kuehr <br />CLIENT City of Greeley FIELD REP David 1 Kwiemewski <br />CONTRACTOR Ciry of Greeley DATE IO/71/2001 <br />EQUIPMENT 710 Deere Backhoe WEATHER Mostly Cloudy <br />Ground El. 4670 ft Location See Map Groundwater depthslentry rates <br />EI. Datum NGVD 1929 West side of embankment, across from TP-16. (inlmin): <br /> Stratum <br />Depth Sample Chaoge <br />(ft) ID Depth Description of Materials <br /> (ft) <br /> Obstructions: <br /> Dense, brown, sandy GRAVEL. <br /> 60% gravel ! 35 % sand / 5 % fines <br /> -FILL- <br />2 <br />4 <br /> Remarks: <br /> ' <br /> 4.5 Embankmrnt appears to be undisturbed <br /> consisting of overburden overlying coars <br /> alluvium. <br /> Stitt; dark brown, sandy Ican CLAY with gravel, MPS=1", moist. <br />6 5%gravel/36%sandl60%Cmes ' <br /> -0VERBURDEN- <br /> Compmim <br />8 <br />IO <br /> 10.5' Soft, gray black, CLAY or SILT, moist, slightly odiferous <br /> near bottom of dig. <br /> Increased gravel at bottom of dig. <br />l2 12.0' <br /> <br /> Bottom oFBxplomtion a[ 12.0 tt. <br /> Boulders: <br />Stantline water in comoleted oit: Diameter (in.) Number Approx. vol. (cu. tt.) Test Pit Dimensions: <br />at depth tt. 12 to 24 = - Pit Depth l2' <br />measured after - hrs. elapsed over 24 - _ - Pit Length X Width 12' s 3' <br />Foam X1008 <br />