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a-, r c r x z a° l tape. thee Owing to fences, buildings and stored equipment, measurements are approximate only. The three auger holes were drilled using a 1011 nominal OD, 6 1/411 ID hollow stem auger and a 2" California split spoon sampler. All auger flights were steam cleaned at the shop and brought to the location clean. Core samples were taken at 5 ft. intervals by driving the hollow sampler out the and of the stem auger and retrieving by cat head line. Any equipment reused was washed in a 3 ste in the first wash and rinsed in the two finalystepsusTwa, T3SP long by 2" diameter samples were collected at each location, using laboratory supplied brass tubes, Teflon end covers and Plastic caps with the best sample chosen for testing. All samples were sealed with duct tape, labeled and placed in the cooler chest 611 brass tubes were used for spacers in the core barrel (only 611 Of core was collected) . The approximate vocations of the actual samples are marked on the sample logs. All samples were examined for odor and visual contamination, described, sealed with Teflon end cover cloth and plastic caps, sealed with duct tape, labeled and placed in the cooler chest. All samples were collected by Dennis Allen, CEG. WELL DRILLING, 51.11PLING, AND COMPLETION OPERATIONs 3 db 11W h` a.. The location was moved about 10 feet southwesterly from that proposed owing to nearby Ove;head power lines. site «Y about 8 feet from the original excavation and theeoriginals j -` sample site that showed some slight contamination. Drilling operations commenced at about 10: AM, .1 was cut Out Of the 211 A 14 core proceeded, rhe well wasaaugertdrilledato about nd g35g+btl, with split spoon cores taken at 51 g 20' ° intervals; approximately by the driller at abnd 251 bg6. The water table was located r log and completion diagram for MWgi. For reference, see the r5 were placed in 55 � 1 (Figure 2} . Cuttings •; gallon drums with locking covers and stored on site until test results are available, a The soils are described as follows; From the asphalt cover to -2 1/21, moist, dark brown silt grained; from -2 1/2° to -5° Y--sand, fine to medium- pebbles - _ , brown, coarse sand and----- �- - -- ----- - ---- -15' tO.�aboutto- 151, '2;s.1l.t -_sands,—some--c.. Yoarse' aterial; medium to coarse sand; 18ghtotan clay; -15 1/2T to -181 streak of sand cla ° -251, tan clurn ay, .moist k, Y Y at -20 to -21 1/21 - -25, to -26 1/2,, ,, coarse, blue-grey quartz sand, water at about , level then rose to -24° ; from -26 °-25 to -26 , ' ft& c1aYeY-sand, moist, but na obviouszwater�in3cuttT,D. ) tan, 3