ML16256A154
| ML16256A154 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 08/25/2016 |
| From: | Entergy Operations |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16256A115 | List:
|
| References | |
| W3F1-2016-0053 | |
| Download: ML16256A154 (146) | |
Text
MERIDIAN
OPELOUSAS
GULF OF MEXICO 0
40 80 160 240 SCALE IN MILES SOURCE: REF. 1 LOUISIANA POWER LIGHT CO.
Figure SITE LOCATION MAP Waterford Steam Electric Station 2.5-l
PLATEAUS 26 75 SCALE L O U I S I A N A 8 LIGHT CO.
Waterford Steam Statlon R E G I O N A L M A P ( L A N D )
2. 5 - 2
8 LIGHT CO.
Steam Statlon REGIONAL Flgure 2. 5 - 3
LOUISIANA LIGHT CO.
Figure Waterford Steam DELTAS OF THE MISSISS IPPI RIVER Electric Station 2.5-4
95 PLEISTOCENE c l UPPER TERTIARY LOWER TERTIARY CONTINENTAL CRUST LOWER CONTINENTAL OR OCEANIC CRUST LOUISIANA OWER 8 LIGHT CO.
Waterford lectrlc Stotlon GENERALIZED REGIONAL CROSS-SECTIONS Flgure 2.5-5
COMANCHEAN
SOURCE:
LOUISIANA CO.
Figure Yaterford Steam C O L U M N Station 2.5-6
9 0 9 8 9 0 I
SCALE IN
LOUISIANA Figure POWER LIGHT CO.
SALT BASIN LOCATIONS (GENERALIZED)
Waterford Steam 2.5-8 Electric Station
G U L F O F M E X I C O I
I I
I I
A 0
4 0 0
6 0
8 0
U P P E R C R E T A C E O U S P E N N S Y L V A N I A N L O W E R C R E T A C E O U S O L I G O C E N E T R I A S S I C J U R A S S I C S A L T O R D O V I C I A N T R I A S S I C O C E A N I C C R U S T B A S E M E N T E
l M A N T L E 0
5 0 SOURCE:
ADAPTED FROM BIBLIOGRAPHY 105 SCALE IN MILES L O U I S I A N A POWER 8 LIGHT CO.
F l g u r e W a t e r f o r d S t e a m G E N E R A L I Z E D R E G I O N A L G R O S S - S E C T I O N S Electric Station 2. 5 - 9
LOUISIANA Figure POWER LIGHT CO.
Waterford Steam REGIONAL BOUGUER GRAVITY ANOMALY MAP 2.5-l 1 Electric Station
LOUISIANA POWER LIGHT CO.
Steam Electric Station Figure VACHERIE FISSURE 2.5-12
OF KILLONA KILLONA ELEMENTARY SCHOOL PACIFIC CHEMICAL COMPANY UNCULTIVATED LOUISIANA POWER LIGHT CO.
Steam Electric Station Figure WATERFORD SITE BOUNDARIES 2.5-14
Figure TOPOGRAPHIC MAP OF SITE AND VICINITY 2.5-15 LOUISIANA POWER LIGHT CO.
Steam Electric Station
LEGEND:
RECENT DEPOSITS LESS THAN YEARS OLD LOUISIANA OWER LIGHT CO.
Waterford Electric Station Figure SURFACE GEOLOGY IN THE SITE AREA 2.5-16
I I
I I
I I
I I
I ii I
I I
I I
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure SITE STRUCTURAL CROSS SECTION A 2.5-25
I I
I I I I
I I
I I
I I
I I
I I
I II LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station SITE STRUCTURAL CROSS SECTION Figure 2.5-26
I I
I I
I I
I I I LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure SITE STRUCTURAL CROSS SECTION C 2.5-27
S
LOUISIANA POWER LIGHT CO.
Waterford Electric Station SITE STRUCTURAL CROSS-SECTION E
Figure
LOUISIANA OWER LIGHT CO.
TONAL ANOMALIES LINEAR TRENDS Woterford IN THE SITE AREA Electric Station 2.5-31
LEGEND IN MILLS
LOUISIANA POWER LIGHT CO.
ELEVATION OF TOP OF Figure Waterford Steam PLEISTOCENE DEPOSITS Electric Station
WSES-FSAR-UNIT-3 Revision 11 (05/01)
Figures 2.5-32(a) through 2.5-32(f) are classified as historical pursuant to Waterford 3 Site Procedure W4.504 and Nuclear Energy Institute (NEI) 98-03. The figures have been physically removed from the UFSAR. However, the figures are incorporated by reference, and thus they continue to be a part of the UFSAR. These figures are available for reference and use in Document Control, and they may be found as record ER-W3-01-0268-00-00 / DRN 01-360.
LOUISIANA POWER LIGHT CO.
Figure Waterford SEISMIC TRAVERSE A-A 2.5-35 Electric Station
LOUISIANA POWER LIGHT CO.
Figure Waterford Steam SEISMIC TRAVERSE D-D 2.5-38 Electric Station
LOUISIANA POWER LIGHT CO.
Figure Waterford Steam OIL GAS PRODUCTION IN THE SITE AREA 2.5-39 Electric Station
I LA.
I MISS.
LA.
GULF OF MEXICO LOUISIANA POWER LIGHT CO.
Woterford Steom MAP OF EARTHQUAKE OCTOBER Figure
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station WATERFORD SITE INTENSITY ACCELERATION RELATIONSHIP V
VI INTENSITY (MODIFIED Figure
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure SYNTHETIC EARTHQUAKE TIME HISTORY 2.5-45 L
01
VACHERIE FISSURE OCCURRED APRIL 1943 LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure VACHERIE FISSURE DISPLACEMENT ACROSS FURROW 2.5-46
VACHERIE FISSURE-OCCURRED APRIL 1943 LOUISIANA POWER LIGHT CO.
Figure VACHERIE FISSURE Waterford Steam SHAPE OF FISSURE Electric Station 2.5-47
GRAIN SIZE DISTRIBUTION RANGE SOIL DESCRIPTION:
CLAY AND SILTY CLAY WITH SILT AND SAND LENSES-(RECENT MATERIAL)
GRADE
-40FT. MSL LOUISIANA POWER LIGHT CO.
Steam Electric Station GRAIN SIZE DISTRIBUTION
SUMMARY
CURVE Figure GRADE TO -40
GRAIN SIZE RANGE S O I L D E S C R I P T I O N :
S T I F F T A N A N D G R A Y F I S S U R E D C L A Y M S L T O - 7 7 F T. M S L LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure SIZE DISTRIBUTION
SUMMARY
CURVE
-40 FT. MSL TO -77 FT.
2.5-54
GRAIN SIZE DISTRIBUTION RANGE S O I L D E S C R I P T I O N :
VERY DENSE TAN SILTY SAND M S L T O - 9 2 F T. M S L LOUISIANA 3WER LIGHT CO.
Waterford Steam Electric Station GRAIN SIZE DISTRIBUTION
SUMMARY
CURVE Figure
-77 FT.
TO -92 FT. MSL 2.5-55
GRAIN SIZE DISTRIBUTION RANGE SOIL DESCRIPTION:
M E D I U M S T I F F G R A Y C L A Y W I T H S I L T L E N S E S M SL T O M S L LOUISIANA POWER LIGHT CO.
Waterford Electric Station Figure GRAIN SIZE
SUMMARY
CURVE
-92 FT. MSL TO -108 FT. MSL 2.5-56
GRAIN SIZE DISTRIBUTION RANGE SOIL DESCRIPTION:
S T I F F G R A Y C L A Y, O R G A N I C T
O LOUISIANA POWER LIGHT CO.
Steam Electric Station Figure GRAIN SIZE DISTRIBUTION
SUMMARY
CURVE
-108 FT. MSL TO -116 FT. MSL 2.5-57
GRAIN SIZE DISTRIBUTION RANGE OARSE LOUISIANA POWER LIGHT CO.
Waterford Steam I
GRAIN SIZE DISTRIBUTION
SUMMARY
CURVE
-127 TO -317 Figure 2.5-58 L
Electric Station I
I SOIL DESCRIPTION:
V E R Y S T I F F C L A Y S W I T H SILTS AND SANDS
- 1 2 7 F T.
M S L T O - 3 1 7 F T. M S L
GRAIN SIZE DISTRIBUTION RANGE IN PEP S O I L D E S C R I P T I O N :
VERY DENSE SANDS AND SILTY SANDS M S L M S L LOUISIANA POWER LIGHT CO.
Figure GRAIN SIZE DISTRIBUTION
SUMMARY
CURVE L
Waterford Steam
-317 TO -500 2.5-59 Electric Station I
ATTERBERG LIMITS
SUMMARY
PLOT UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY I
100 90 so 70 I I I I I I I LIQUID LIMIT SOIL DESCRIPTION:
CLAY AND SILTY CLAY WITH SILT AND SAND LENSES (RECENT GRADE TO -40 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure LIQUID LIMIT VS. PLASTICITY INDEX GRADE TO
-40 FT. MSL (RECENT MATERIAL)
ATTERBERG LIMITS
SUMMARY
PLOT UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY 40 20 10 0
0 10 20 30 40 50 70 80 90 100 110 LIQUID LIMIT SOIL DESCRIPTION:
STIFF TAN AND GRAY FISSURED CLAY FT.
TO -77 FT.
120 130 140 150 LOUISIANA POWER LIGHT CO.
Steam Electric Station Figure LIQUID LIMIT VS. PLASTICITY INDEX
-40 FT. MSL TO -77 FT.
2.5-61
ATTERBERG LIMITS
SUMMARY
PLOT UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY LOW MEDIUM HIGH I
LIQUID LIMIT SOIL DESCRIPTION:
MEDIUM STIFF GRAY CLAY WITH SILT
-92 FT. MSL TO -108 FT. MSL LOUISIANA POWER a LIGH T co.
Steam Electric Station Figure LIQUID LIMIT VS. PLASTICITY INDEX
-92 FT.MSL TO -108 2.5-62
ATTERBERG LIMITS
SUMMARY
PLOT UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY m
0 0
m 40 50 70 80 80 150 LIQUID LIMIT SOIL DESCRIPTION:
STIFF GRAY CLAY, ORGANIC
-108 FT. MSL TO -116 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure LIQUID LIMIT VS. PLASTICITY INDEX TO -116 2.5-63
ATTERBERG LIMITS
SUMMARY
PLOT UNIFIED SOIL CLASSIFICATION SYSTEM PLASTICITY LOW I
MEDIUM HIGH 0
0 10 40 S o loo 110 120 130 140 150 LIQUID LIMIT SOIL DESCRIPTION:
SOFT TO MEDIUM STIFF TAN AND GRAY CLAY WITH SAND LENSES
-116 FT. MSL TO -127 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station LIQUID LIMIT VS. PLASTICITY INDEX Figure
-116 FT. MSL TO -127 FT.
ATTERBERG LIMITS
SUMMARY
PLOT UNIFIED BOIL CLASSIFICATION PLASTICITY LOW MEDIUM HIGH 10 I
I I
ML1020305070 80 80 100 110 130 LIQUID LIMIT SOIL DESCRIPTION:
VERY STIFF CLAYS WITH SILTS AND SANDS
-127 FT. MSL TO -317 FT.
LOUISIANA POWER LIGHT CO.
Waterford Steam I
Figure LIQUID LIMIT VS. PLASTICITY INDEX
UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS
SUMMARY
PLOT COHESION 1.0 3.0 4.0 6.0 I
UNCONFINED COMPRESSIVE STRENGTH SOIL DESCRIPTION 2000 0
6000 8000 10000
CLAY SILTY CLAY SAND LENSES (RECENT MATERIAL)
I
STIFF TAN GRAY FISSURED CLAY
VERY DENSE TAN SILTY SAND I
MEDIUM STIFF GRAY CLAY KSF*
7
VERY STIFF CLAYS WITH SILTS AND SANDS VERY SANDS AND SILTY SANDS INDICATES UNDRAINED SHEAR STRENGTH DESIGN VALUE LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station UNCONFINED COMPRESSIVE STRENGTH COHESION VS. DEPTH Figure 2.5-66
UNCONSOLIDATED UNDRAINED SHEAR STRENGTH MAXIMUM STRENGTH ENVELOPE**
I DESIGN ENVELOPE*
LOUISIANA POWER & LIGHT CO.
Waterford Steam Electric Station UNCONSOLIDATED UNDRAINED SHEAR STRENGTH GRADE TO -40 (RECENT MATERIAL)
Figure 2.5-67 L
MINIMUM STRENGTH ENVELOPE
DESIGN ENVELOPE C
- MAXIMUM ENVELOPE C =
=
** MINIMUM ENVELOPE C =
SOIL DESCRIPTION:
CLAY AND SILTY CLAY WITH SILT AND S A N D L E N S E S
( R E C E N T GRADE TO FT. MSL
UNCONSOLIDATED UNDRAINED SHEAR STRENGTH 4
S T R E N G T H I
I I
I I
I I
I MINIMUM STRENGTH ENVELOPE***
I I
I 1
2 3
4 5
6 7
8 9
DESIGN ENVELOPE C
=
MAXIMUM ENVELOPE C =
(3200PSF)
MINIMUM ENVELOPE C =
(800PSF)
=
SOIL DESCRIPTION:
STIFF TAN AND GRAY FISSURED CLAY FT. MSL TO -77 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station UNCONSOLIDATED UNDRAINED SHEAR STRENGTH
-40 FT. MSL TO -77 FT. MSL Figure 2.5-68
UNCONSOLIDATED UNDRAINED SHEAR STRENGTH I -
I 0
DESIGN ENVELOPE*
5 10 15 20 25
DESIGN ENVELOPE C
- MAXIMUM ENVELOPE C
** MINIMUM ENVELOPE C =
=
SOIL DESCRIPTION:
VERY STIFF CLAYS WITH SILTS AND SANDS
-127 FT. MSL TO -317 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Figure UNCONSOLIDATED UNDRAINED SHEAR STRENGTH
-127 FT TO -317 FT 2.5-69
CONSOLIDATED UNDRAINED SHEAR STRENGTH 4
3 2
1 0
MAXIMUM STRENGTH ENVELOPE*
DESIGN ENVELOPE 1
2 3
4 5
6
DESIGN ENVELOPE C
- MAXIMUM ENVELOPE C =
** MINIMUM ENVELOPE C SOIL DESCRIPTION:
CLAY AND SILTY CLAY WITH SILT AND SAND LENSES (RECENT MATERIAL)
GRADE TO -46 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford I
CONSOLIDATED UNDRAINED SHEAR STRENGTH GRADE TO -40 FT. MSL (RECENT MATERIAL)
I Figure 2.5-70 Electric Station I
I
CONSOLIDATED UNDRAINED SHEAR STRENGTH
- DESIGN ENVELOPE 0
5 15 20 25 30 DESIGN ENVELOPE C = 1.8 KSF (18OOPSF)
=
TEST RESULTS C = 1.5 KSF SOIL DESCRIPTION:
STIFF GRAY CLAY, ORGANIC
-108 FT. MSL TO -116 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station CONSOLIDATED UNDRAINED SHEAR STRENGTH
-108 FT. MSL TO FT. MSL Figure
4 3
2 1
0 0
I DRAINED SHEAR STRENGTH MAXIMUM STRENGTH ENVELOPE+*
1 2
3 4
5 6
DESIGN ENVELOPE C 0 KSF
- MAXIMUM ENVELOPE C =
25.4
** MINIMUM ENVELOPE C O.lKSF 29.1 SOIL CLAY AND SILTY CLAY WITH SILT AND SAND LENSES (RECENT MATERIAL)
GRADE TO FT. MSL LOUISIANA LIGHT CO.
Waterford Steam Electric Station Figure DRAINED SHEAR STRENGTH GRADE TO
-40 (RECENT MATERIAL) 2.5-72
DRAINED SHEAR STRENGTH 25 DESIGN ENVELOPE*
DESIGN ENVELOPE C = 0 KSF
=
SOIL DESCRIPTION:
VERY DENSE TAN SILTY SAND
-77 FT. MSL TO -92 FT. MSL LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure DRAINED SHEAR STRENGTH
-77 FT.
TO -92 FT.
2.5-73
DRAINED SHEAR STRENGTH
E NV E L O P E
=
=
MAXIMUM ENVELOPE C =
= 13.5 MINIMUM ENVELOPE C
= 12.3 SOIL DESCRIPTION:
PLEISTOCENE CLAYS LOUISIANA POWER LIGHT CO.
Steam DRAINED SHEAR STRENGTH Figure PLEISTOCENE CLAYS 2.5-74 Station I
I
CONSOLIDATION TEST RESULTS OVERCONSOLIDATION PLOT OVERCONSOLIDATION RATIO (OCR)
I SOIL DESCRIPTION 0
2. 0 0
4. 0 6. 0
- O C R 2
I I
I I
1 CLAY SILTY CLAY W/SILT SAND LENSES (RECENT MATERIAL)
=
TAN GRAY FISSURED CLAY
-77 VERY DENSE TAN SILTY SAND OCR =
I OCR =
=
I MEDIUM STIF LENS S STIFF DARK GRAY ORGANIC SOFT TO MEDIUM STIFF TAN GRAY CLAY W/SAND LENSES
VERY STIFF CLAYS WITH SILTS AND SANDS I N D I C A T E S A V E R A G E V A L U E LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station OVERCONSOLIDATION RATIO VS. DEPTH Figure 2.5-75
4,000 1,000 500 200 I
I I
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I I
SHEAR STRAIN AMPLITUDE (INCHES/INCH)
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure L
SHEAR MODULUS&DAMPING VS RECENT MATERIAL (GRADE TO FT.
2.5-77 STRAIN AMP L I T U D E TAKEN FROM SEED, H.
AND THE INFLUENCE OF SOIL CONDITIONS ON GROUND MOTIONS DURING EARTHQUAKES
SHEAR STRAIN AMPLITUDE (INCHES/INCH) 0 SHEAR STRAIN AMPLITUDE (INCHES/INCH)
SHEAR STRAIN AMPLITUDE (INCHES/INCH)
TAKEN FROM SEED, AND IORISS, TAKEN FROM SEED, AND IORISS, THE INFLUENCE OF SOIL CONDITIONS ON GROUND THE INFLUENCE OF SOIL CONDITIONS ON GROUND MOTIONS DURING EARTHQUAKES MOTIONS DURING EARTHQUAKES LOUISIANA POWER LIGHT CO.
Steam Electric Station SHEAR MODULUS DAMPING VS. STRAIN UPPER PLEISTOCENE (-40 FT.
TO Figure L
1,000 600 600 400
. INDICATES RESULTS CALCULATED BY 200 EQUATIONS
10,000 SHEAR STRAIN AMPLITUDE 0
10 I
0 lo-SHEAR STRAIN AMPLITUDE LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station SHEAR MODULUS DAMPING VS. STRAIN Figure LOWER PLEISTOCENE (BELOW 2.5-79
LOUISIANA POWER LIGHT CO.
Figure Waterford Steam COMPACTED BACKFILL STATISTICAL STUDY 2.5-84 Electric Station
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station COMPACTED BACKFILL DRY DENSITY Figure VS. RELATIVE DENSITY
108 106 104 166 96 84 82 MAXIMUM DRY UNIT WEIGHT 99.9 PCF MAXIMUM DRY UNIT WEIGHT 99.9 PCF 12 13 14 15 16 17 16 19 26 21 22 23 24 25 WATER CONTENT, W IN %
GRAIN SIZE DISTRIBUTION COBBLES GRAVEL SAND COARSE FINE MEDIUM SILT OR CLAY U.S. STANDARD SIEVE SIZE NO.
GRAIN SIZE IN MILLIMETERS LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station COMPACTED BACKFILL COMPACTION CURVE GRAIN SIZE DISTRIBUTION CURVE Figure
6.0 4.0 3.a 0.7 0.5 0.5 0.4 0.3 0.2 0.1 0
CONSOLIDATED ISOTROPICALLY DRAINED TESTS POWE COMPACTED BACKFILL EARTH PRESSURE COEFFICIENT VS. RADIAL STRAIN Figure OF LOADING 2.492 ACTIVE ACTIVE 1.759 PASSIVE 3.376 PASSIVE 5.996 PASSIVE A C T I V E L O A D I N G,
LOADING I
I I
I I
I I
-2
-1 0
1 2
3 4
5 RADIAL STRAIN.
IN %
LOUISIANA POWER LIGHT CO.
Steam Electric Station COMPACTED BACKFILL ACTIVE PASSIVE MOHRS CIRCLE PLOTS Figure 2.5-88 CONSOLIDATED DRAINED TESTS 4
100 10-s S T R A I N AMPLITUDE-~ 7 (INCHES/INCH)
LOUISIANA LIGHT CO.
Waterford Steam Electric Station Figure SHEAR MODULUS DAMPING VS. STRAIN COMPACTED BACKFILL
POWER LIGHT CO.
Waterford Steam Electric Station Figure CYCLIC SHEAR STRENGTH COMPACTED BACKFILL 2.5-90
GENERAL ELEVATION DESCRIPTION THICKNESS LAYER FT BACKFILL
-40 FT 3 8 UPPER PLEISTOCENE LOWER PLEISTOCENE 2 4
-317 FT 6 5 8
33 33 10 10 MAXIMUM SHEAR MODULUS
3260 4700 5100 AVERAGE SATURATED SOIL WEIGHT PCF INDICATES GROUND WATER TABLE
SHEAR MODULUS FROM FIELD GEOPHYSICAL STUDIES LOUISIANA POWER LIGHT CO.
Steam Electric Station Figure RESPONSE ANALYSIS MODEL 2.5-91
LAYER MSL
-40 FT 3
4 5
ACCELERATION SHEAR STRESS I
200 250
\\
\\
300 i
i I
USING G
-26%
--- USING G -26%
USING G USING G USING G USING G LOUISIANA 8 LIGHT CO.
Waterford Steam Station SHEAR STRESS AND ACCELERATION VS DEPTH Flgure 2.5-92
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure GRAIN SIZE ANALYSES OF -55 FT.MSL MATERIALS 2.5-93a
LOUISIANA POWER & LIGHT CO.
Waterford Steam GRAIN SIZE ANALYSES OF -55 MATERIALS Figure 2.5-93b L
Electric Station I
LOUISIANA POWER LIGHT Waterford Steam Electric Station Figure GRAIN SIZE ANALYSES OF -55 FT.
MATERIALS
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station GRAIN SIZE ANALYSES OF -55 FT. MSL MATERIALS Figure 2.5-93d L
LOUISIANA POWER LIGHT CO.
Woterford Steam Figure GRAIN SIZE ANALYSES OF -55 MATERIALS Electric Station I
I
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure GRAIN SIZE ANALYSES OF -55 MATERIALS 2.5-93f
LOUISIANA POWER LIGHT CO.
Waterford Steom Electric Stotion COMPACTION CURVES FOR 55 FT MATERIALS
I LOUISIANA POWER LIGHT CO.
Figure L
Waterford Steam GRAIN SIZE ANALYSES OF -77 FT. MSL MATERIALS Electric Station I
J
LOUISIANA POWER LIGHT CO.
Waterford Steam GRAIN SIZE ANALYSES OF -77 FT.
MATERIALS Figure L
Electric Station
LOUISIANA Figure L I G H T C O.
Waterford Steam GRAIN SIZE ANALYSES OF -77 MATERIALS
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure CYCLIC SHEAR STRENGTH IN SITU MATERIAL 2.5-96
SHEAR STRESS 1.0 2.0 3.0 4.0 0
I I
I GROUND WATER
+ 7 -
10 SHEAR STRESS DEVELOPED PEAK SHEAR STRESS1 SHEAR STRESS DEVELOPED (PEAK SHEAR STRESS) 10% 9 CLASS A BACKFILL SHEAR RESISTANCE A
DOUBLE AMPLITUDE STRAIN1 PLEISTOCENE SOILS USING G -25%
USING G USING G A FACTOR OF SAFETY CAN DEFINED FOR 5% STRAIN CONDITIONS AS:
AT -77 MSL
(
I.99 LOUISIANA POWER & LIGHT CO.
Flgure Waterford Steam LIQUEFACTION POTENTIAL FACTOR OF SAFETY PLOT Station 2.5-97
76 0
100 10 1
0.1 0.01 0.001 GRAIN ER mm GR A I N-S I Z E FOR SOILS TESTED WATERFORD SOILS GRADATIONS 10 1
0.1 I
MEAN GRAIN SIZE, RELATIVE DENSITIES OF SOILS TESTED 1
0 WATERFDRD VOID RATIOS OF TEST SAMPLES 1
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station SIZE RATIO Figure COMPARISONS WITH LEE
15 psi N
FOR ERAGE DOUBLE AMPLITUDE STRAIN I
CODE B
C JAKE NO.30 NO.50 ND. 100 SILT SIZE TO TO TO I
3/S NO.4 NO.10 ND.30 NO. 100 NO. 300 SOILS G
IO.04 MEAN GRAIN SIZE, mm LOUISIANA POWER & LIGHT CO.
Steam Electric Station Figure CYCLIC TEST COMPARISONS LEE 2.5-99
HYDROSTATIC BACKFILL PRESSURE PRESSURE h
= WEIGHT OF WATER, 62.5 PCF BUOYANT WEIGHT BACKFILL, USE 65.5 PCF
= DRY WEIGHT BACKFILL, USE 105 PCF H = DEPTH OF WALL BELOW GRADE
= DEPTH OF WALL BELOW WATER TABLE h
OF WALL BELOW GRADE TO WATER TABLE
= COEFFICIENT OF AT REST EARTH PRESSURE. USE 0.5 LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station I
I Figure STATIC PRESSURE DIAGRAM 2.5-100
HORIZONTAL EARTH PRESSURE EARTH PRESSURE COEFFICIENT K
EL + 17.5 so-4 0 -
5 0 -
DISPLACEMENT A
EARTH PRESSURE COEFFICIENT I
ABSOLUTE WALL DISPLACEMENT
+
ABSOLUTE RELATIVE SOIL DISPLACEMENT LOUISIANA LIGHT CO.
Waterford Steam Electric Station DYNAMIC EARTH PRESSURE DIAGRAM 2.5-101
EL PLEISTOCENE EL -47.W VERTICAL STRESS = 0 KSF I
COMPLETED LOUISIANA LIGHT CO.
terford Steam Figure DESIGN CONCEPT OUTLINE 2.5-102 Electric Station I
I
PHASE EXCAVATION I
CONSTRUCTION CEASED CONSTRUCTION STAGES 1
3 6
7 I
I I
4 I
EXCAVATION PHASES II, AND IV ERAGE LEVEL IN SOIL E
1 2 8
2 6 3 4 3 6 4 2 4 6 6 4 6 8 6 2 6 6 70 74 7 8 TIME MARCH 1 9 7 8 INDICATES EFFECTIVE BEARING PRESSURE AT EL.-47 FT.
BLDG PLAN EL-35.00 I
I BLDG I
SECTION INDICATES CONC OR BACKFILL TO BE PLACED IN PHASE.
LOUISIANA LIGHT CO.
Woterford Steam Figure CONSTRUCTION DIAGRAM STAGE 1 Electric Station I
I
REACTOR BLDG I
REACTOR BLDG PLAN @ EL-18.17 EL REACTOR BLDG SECTION LOUISIANA LIGHT CO.
Waterford Steam Station Figure CONSTRUCTION DIAGRAM STAGE 2 2.5-105
N REACTOR BLDG r
EL 19.00
, - - - - E L - M O A
r EL 179.00 SECTION B-B EL-35.00 PLAN EL 105.00 18.00 EL-l.50 SECTION A-A LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure CONSTRUCTION DIAGRAM STAGE 3 2.5-l06
REACTOR BLDG PLAN EL 179.90 EL EL-E.00 REACTOR BLDG REACTOR BLDG SECTION LOUISIANA POWER LIGHT CO.
Woterford Steam Electric Station Figure CONSTRUCTION DIAGRAM STAGE 4
TOP EL BACKFILL TO EL 17.60 EXCEPT T/B AREA SATURATE TO EL 8.00 BACKFILL AT (STAGE BACKFILL BET EL-4.66 EL-14.00 (BACKFILL STAGE SEE G-497) TO BE PLACED AFTER PIPE INSTALLATION PLAN EL 91.06 EL I
,-ROOF EL 81.68 EL 17.00 SECTION LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure CONSTRUCTION DIAGRAM STAGE
REACTOR BLDG CONSTRUCTION DIAGRAM STAGE 6 REACTOR BLDG PLAN EL 110.00 REACTOR BLDG EL 17.50 COMPLETION OF DOME
REACTOR BLDG BACKFILL TO ALL AROUND EL PLAN EL-17.50 EL SECTION LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure CONSTRUCTION DIAGRAM STAGE 7 2.5-110
N BACKFILL TO EL AROUND SATURATE TO EL -13.09 TOP OF SLAB EL 30.99 EL 18.00 EL ROOF EL 91.93 E L EL 21.09 ROOF EL ROOF EL ROOF EL 80.69 ROOF EL ROOF EL ROOF EL 88.0 ROOF EL 46.0 ROOF EL 69.99 PLAN EL 100.00 EL 35.00 SECTION LOUISIANA Figure POWER LIGHT CO.
Waterford Steam CONSTRUCTION DIAGRAM STAGE 8 Electric Station
F l g u r e S P - c 4 A
T NUCLEAR PLANT ISLAND STRUCTURE 8 RCB S P - M 2 N. E. C O R.
L O U I S I A N A POWER LIGHT CO.
W a t e r f o r d S t e a m 1
3 S E T T L E M E N T M O N I T O R I N G P O I N T S
f 1
ssu-I SERVICE BLDG.
FOR COORDINATES SEE TABLE 2.5-l6 NUCLEAR PLANT ISLAND STRUCTURE P-MI REVISION 2 LOUISIANA 8
Steam Electric Station PRIMARY MONITORING POINT LOCATIONS FIGURE 2.5-l12b
SP-A SP-c RAE SP-F SP-E R C B P-MS FOR COORDINATES SEE TABLE REVISION 2 LOUISIANA POWER 8 LIGHT CO.
SECONDARY MONITORING POINT LOCATIONS FIGURE Waterford Steam 2.5-112c Electric Station
0 0
SP-A SP-c SP-E NOTE: FOR COORDINATES SEE TABLE 2.5-I6 REVISION 2 LOUISIANA 8 LIGHT CO.
Steam Electric Station MONITORING POINT LOCATIONS FIGURE 2.5-112d
1.01 KEY:
I '
MA? DIFFERENTIAL SETTLEMENT CONTOURS IN INCHES VERSUS BLOCK 6 MOVEMENT 4-23-71 BLOCK NUMBER BLOCK PLACEMENT DATE LOUISIANA LIGHT CO.
Waterford Steam Electric Station COMPOSITE FOUNDATION MAT Figure DIFFERENTIAL SETTLEMENT CONTOURS 2.5-118