ML16207A546
| ML16207A546 | |
| Person / Time | |
|---|---|
| Site: | South Texas |
| Issue date: | 04/28/2016 |
| From: | South Texas |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16207A547 | List:
|
| References | |
| NOC-AE-16003371 | |
| Download: ML16207A546 (20) | |
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~~~~~~~SAFETY-RELATED EMBANKMENT NOTES:
FOR EMBANKMENT SECTIONS SEE FIGURE 2.5.6-13 SOUTH TEXAS PROJECT UNITS 1 & 2 ESSENTIAL COOLING POND LAYOUT Figure 2.5.6-12 Revision 0
TYPICAL SAFETY-RELATED EMBANKMENT SECTION TYPICAL NON-sAFETY RELATED EMBANKMENT SECTION TYPICAL DIKE SECTION TYPICAL 5:1 SLOPE WITH CONCRETE PAVING PROTECTION AT INTAKE a DISCHARGE STRUCTURES NOTE: SEE FIGURE Ul-*12 SOUTH TEXAS PROJECT UNITS 1 & 2 ESSENTIAL COOLING POND SECTIONS AND DETAILS Figure 2.5.6-13 Revision 0
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SUBLAYER A 1 IS A BROWNISH BLACK TO GRAYISH BL AC K SILTY CLAY ICH) WITH CALCAREOUS NODULES FOUND NEAR THE CONTACT WITH SUBLAYER A 2.
SUBLAYER A 2 IS A MODERATELY REDDISH BROWN SILTY CLA Y I CHl WHICH OCCASIONALLY CONTAINS THIN BEDS OF SAND Y CLAYS ICU, CLAYEY SILT (ML), AND SILT (MLl SOUTH TEXAS PROJECT tl I'H T S 1 8-2 ESSENTIAL COOLING POND STRATIGRAPHY
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Figure 2.5.6-15 Revision 0
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SOUTH TEXAS PROJECT UNITS 1 & 2 RESERVOIR EMBAI'J!<MENT AND DIKES SECTIONS AND DETAIL (Sheet 2 of 2)
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