364 RADIOLOGICAL CLEANUP OF ENEWETAK ATOLL free of ferric interference. The effects of the causeway’s steel Support membersandretaining wall were found to be minimal beyond about 10 meters. The actual measurements offield intensity were made on the existing grid with at least three samples taken at each node to minimize erroneous readings. At each point, a numberfrom oneto ten wasassigneg (the higher the number, the greater the probability of ferrous metal), Theresults of this survey are shown at Figure 7-29. As was expressed by U.S. Oceanography, the magnetometer can be used to give very rough estimates of ferric material present. Notwithstanding this uncertainty, the use of the magnetometer survey data in combination with other survey results greatly assisted in the overall project. DEEP-DRILL SAMPLING Deep-drill sampling was conducted by personnel from the U.S. Army Engineer District, Mobile, Alabama, from 26 November 1978 to 14 January 1979 (Figure 7-30). The primary purpose wasto locate the areas of soil contamination in the crypt area. To achieve this objective, soil samples were extracted at the nodes of the preestablished 5-by-S-meter grid at depth intervals of 2 feet. Drilling proceeded until the drill bit struck either the base coral reef or metal. This data, when combined with the magnetometer survey, gave a better approximation of the location of buried debris. The samples gathered were field screened using the IMP and analyzed through chemical analysis at the radiological laboratory on Enewetak Island. Horizontal locations of the contaminated soil above 400 pCi/g (disregarding depth) (Figure 7-31) and the estimates of debris locations from drilling (Figure 7-32) were used in conjunction with the magnetometer survey for further exploratory activities and designation of the sheet pile containmentarea. AOMON CRYPT CLEANUP CONCEPTS The objective of the Aomon Crypt Project was to removeail debris and subsurface contaminated soil above 400 pCi/g. The Bair Committee had ‘determined that the AomonCrypt wasa special case; the 160 pCi/gcriteria for subsurface contamination should not apply. As a result of the exploratory efforts, it was concluded that a sheet pile enclosure would be required for excavation of the heavily contaminated soil and debris around the center (node 45NE25) of the 5-by-5-metergrid system (Figure 7-33). With two exceptions, no other soil contamination was found above 400