MARC

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035 |a (TOE)ost5288256 
035 |a (TOE)5288256 
040 |a TOE  |c TOE 
049 |a GDWR 
072 7 |a 12  |2 edbsc 
072 7 |a 58  |2 edbsc 
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086 0 |a E 1.99:ornl/sub-83-64764/1-v1 
086 0 |a E 1.99:ornl/sub-83-64764/1-v1 
088 |a ornl/sub-83-64764/1-v1 
245 0 0 |a Subsurface characterization and geohydrologic site evaluation West Chestnut Ridge site  |h [electronic resource] 
260 |a Oak Ridge, Tenn. :  |b distributed by the Office of Scientific and Technical Information, U.S. Department of Energy,  |c 1984. 
300 |a Pages: 125 :  |b digital, PDF file. 
336 |a text  |b txt  |2 rdacontent. 
337 |a computer  |b c  |2 rdamedia. 
338 |a online resource  |b cr  |2 rdacarrier. 
500 |a Published through SciTech Connect. 
500 |a 01/25/1984. 
500 |a "ornl/sub-83-64764/1-v1" 
500 |a "DE84007471" 
500 |a Woodward-Clyde Consultants, Wayne, NJ (USA) 
520 3 |a The West Chestnut Ridge Site at the Oak Ridge National Laboratory is being considered for use as a repository for low-level radioactive waste. The purposes of this study were to provide a geohydrological characterization of the site for use in pathways analysis, and to provide preliminary geotechnical recommendations that would be used for development of a site utilization plan. Subsurface conditions were investigated at twenty locations and observation wells were installed. Field testing at each location included the Standard Penetration Test and permeability tests in soil and rock. A well pumping test was ocmpleted at one site. Laboratory testing included permeability, deformability, strength and compaction tests, as well as index and physical property tests. The field investigations showed that the subsurface conditions include residual soil overlying a weathered zone of dolomite which grades into relatively unweathered dolomite at depth. The thickness of residual soil is typically 80 ft (24 m) on the ridges, but can be as little as 10 ft (3 m) in the valleys. Trench excavations to depths of 30 ft (9 m) should not present serious slope stability problems above the water table. On-site soils can be used for liners or trench backfill but these soils may require moisture conditioning to achieve required densities. 19 figures, 8 tables. 
536 |b W-7405-ENG-26. 
650 7 |a Ornl.  |2 local. 
650 7 |a Geology.  |2 local. 
650 7 |a Hydrology.  |2 local. 
650 7 |a Radioactive Waste Disposal.  |2 local. 
650 7 |a Low-Level Radioactive Wastes.  |2 local. 
650 7 |a Site Selection.  |2 local. 
650 7 |a Field Tests.  |2 local. 
650 7 |a Soils.  |2 local. 
650 7 |a Stratigraphy.  |2 local. 
650 7 |a Management.  |2 local. 
650 7 |a Materials.  |2 local. 
650 7 |a National Organizations.  |2 local. 
650 7 |a Radioactive Materials.  |2 local. 
650 7 |a Radioactive Wastes.  |2 local. 
650 7 |a Testing.  |2 local. 
650 7 |a Us Aec.  |2 local. 
650 7 |a Us Doe.  |2 local. 
650 7 |a Us Erda.  |2 local. 
650 7 |a Us Organizations.  |2 local. 
650 7 |a Waste Disposal.  |2 local. 
650 7 |a Waste Management.  |2 local. 
650 7 |a Wastes.  |2 local. 
650 7 |a Management Of Radioactive And Non-Radioactive Wastes From Nuclear Facilities.  |2 edbsc. 
650 7 |a Geosciences.  |2 edbsc. 
650 7 |a Environmental Sciences.  |2 edbsc. 
710 1 |a United States.  |b Department of Energy.  |b Office of Scientific and Technical Information.  |4 dst. 
856 4 0 |u http://www.osti.gov/scitech/biblio/5288256  |z Online Access (via OSTI) 
907 |a .b91224032  |b 03-09-23  |c 05-12-17 
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952 f f |p Can circulate  |a University of Colorado Boulder  |b Online  |c Online  |d Online  |e E 1.99:ornl/sub-83-64764/1-v1  |h Superintendent of Documents classification  |i web  |n 1