Table 4. Summary of Recommended Horizontal Peak Ground Acceleration (in g's)

DOE-STD-1024-92

Table 4

Summary of Recommended Horizontal Peak

Ground Acceleration (in g's)

ANNUAL HAZARD PROBABILITY

SITE

2 x 10-3

1 x 10-3

2 x 10-4

SITE

CONDITIONS

Savannah River

.05

.09

.19

Soil

Brookhaven

.05

.09

.23

Soil

Princeton

.09

.12

.26

Rock

Oak Ridge

.08

.13

.29

Rock

Portsmouth

.04

.06

.12

Rock

Summary of Recommended Horizontal Peak Ground

Acceleration Remaining Eastern United States Sites

(those sites which have no LLNL or EPRI results)*

(See table 4-4 of UCRL-15910 for Western United States DOE Sites)

2 x 10-3

1 x 10-3

2 x 10-4

SITE

Bendix Plant

.08

.10

.17

Mound

.12

.15

.23

Pantex

.08

.10

.17

Pinnellas

.04

.05

.09

Argonne

.09

.12

.21

*If a site has available LLNL and EPRI data the recommended position from this

standard should be used.