ML18249A128
| ML18249A128 | |
| Person / Time | |
|---|---|
| Site: | Brunswick  |
| Issue date: | 08/13/2018 |
| From: | Duke Energy Progress |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML18249A165 | List:
|
| References | |
| RA-18-0131 | |
| Download: ML18249A128 (75) | |
Text
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
26 Appendix:
2 Page:
i of iv LIST OF FIGURES FIGURE NUMBER TITLE FIGURE 2-1 GENERAL SITE LOCATION MAP FIGURE 2-2 SITE PLAN FIGURE 2-3 SITE MAP FIGURE 2-4 AERIAL PHOTOGRAPH OF SITE (1981)
FIGURE 2-5 GENERAL SITE TOPOGRAPHY FIGURE 2-6A EVACUATION ZONES (10 MILE EPZ)
FIGURE 2-6B PERMANENT RESIDENT POPULATION BY SECTOR FIGURE 2-7 LOCATION OF FARMS WITHIN 10 MILES OF THE SITE FIGURE 2-8 LOCAL SITE TOPOGRAPHY FIGURE 2-9 VERTICAL PROFILE AT THE EXTREME MILE WIND FIGURE 2-10 RECURRENCE PERIOD OF FASTEST 1 MINUTE EXTREME WIND FOR SITE FIGURE 2-11 WILMINGTON, N.C. WEATHER SERVICE WIND ROSE FIGURE 2-12 WILMINGTON, N.C. WEATHER SERVICE SEASONAL WIND ROSE FIGURE 2-13 BSEP ON-SITE LOWER LEVEL WIND ROSE FIGURE 2-14 350 FOOT WIND ROSE FIGURE 2-15 44 FOOT WIND ROSE FIGURE 2-16 BRUNSWICK TOWER 350 FOOT CUMULATIVE PROBABILITY OF X/Q VALUES FROM GROUND RELEASE FIGURE 2-17 BRUNSWICK TOWER 44 FOOT CUMULATIVE PROBABILITY OF X/Q VALUES FROM GROUND RELEASE
( -, DUKE ENERGY
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
26 Appendix:
2 Page:
ii of iv LIST OF FIGURES FIGURE 2-18 CUMULATIVE PROBABILITY OF AVERAGE X/Q VALUES FOR STACK RELEASES BASED ON 350 FOOT LEVEL COMPOSITE YEAR OF BRUNSWICK DATA (SITE BOUNDARY)
FIGURE 2-19 CUMULATIVE PROBABILITY OF AVERAGE X/Q VALUES FOR STACK RELEASES BASED ON 350 FOOT LEVEL COMPOSITE YEAR OF BRUNSWICK DATA (LOW POPULATION DISTANCE)
FIGURE 2-20 CUMULATIVE PROBABILITY OF AVERAGE X/Q VALUES FOR STACK RELEASES BASED ON 44 FOOT LEVEL COMPOSITE YEAR OF BRUNSWICK DATA (SITE BOUNDARY)
FIGURE 2-21 CUMULATIVE PROBABILITY OF AVERAGE X/Q VALUES FOR GROUND LEVEL RELEASES BASED ON 44 FOOT LEVEL COMPOSITE YEAR OF BRUNSWICK DATA (LOW POPULATION DISTANCE)
FIGURE 2-22 CUMULATIVE PROBABILITY OF AVERAGE X/Q VALUES (1970 - 1971 BRUNSWICK SITE DATA - STACK RELEASE)
FIGURE 2-23 CUMULATIVE PROBABILITY OF AVERAGE X/Q VALUES (1970 - 1971 BRUNSWICK SITE DATA - GROUND RELEASE)
FIGURE 2-24 STORM PATHS FOR HIGH AND LOW STORM TIDES FIGURE 2-25 TIME HISTORY OF PMH AT THE OPEN COAST FIGURE 2-26 STORM FETCHES FOR MAXIMUM AND MINIMUM WATER LEVELS FIGURE 2-27 GENERAL ARRANGEMENT - INTAKE CANAL FIGURE 2-28 GENERAL ARRANGEMENT - DISCHARGE CANAL FIGURE 2-29 CIRCULATING WATER SYSTEM HYDRAULIC GRADIENT FIGURE 2-30 ARTESIAN HEAD AND WATER SURFACE ALONG THE DISCHARGE CANAL ROUTE FIGURE 2-31 LOCATION OF EXISTING WELLS WITHIN A TWO-MILE RADIUS OF PLANT SITE
[HISTORICAL INFORMATION]
FIGURE 2-32 TECTONIC MAP - NORTH AND SOUTH CAROLINA FIGURE 2-33 GEOLOGIC CROSS SECTION AT BRUNSWICK SITE (PART 1)
( -, DUKE ENERGY
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
26 Appendix:
2 Page:
iii of iv LIST OF FIGURES FIGURE 2-34 GEOLOGIC CROSS SECTION AT BRUNSWICK SITE (PART 2)
FIGURE 2-35 EARTHQUAKE INTENSITY - ACCELERATION RELATIONSHIPS FIGURE 2-36 MODIFIED MERCALI INTENSITY SCALE APPROXIMATE RELATIONSHIP WITH MAGNITUDE, GROUND ACCELERATION AND ROSSI-FOREL INTENSITY SCALE FIGURE 2-37 COMPILATION OF EARTHQUAKES - VIRGINIA AND THE CAROLINAS FIGURE 2-38 COMPILATION OF EARTHQUAKES - SOUTHEASTERN NORTH CAROLINA FIGURE 2-39 ISOSEISMAL MAP - CHARLESTON EARTHQUAKE OF AUGUST 31, 1886 FIGURE 2-40 SEISMIC AMPLIFICATION CURVES - 5 PERCENT DAMPING FIGURE 2-41 SEISMIC AMPLIFICATION CURVES - 10 PERCENT DAMPING FIGURE 2-42 GENERAL PLANT EXCAVATION - PLAN FIGURE 2-43 GENERAL PLANT BACKFILL - PLAN - PHASE 1 FIGURE 2-44 GENERAL PLANT EXCAVATION SECTIONS (PART 1 OF 2)
FIGURE 2-45 GENERAL PLANT EXCAVATION SECTIONS (PART 2 OF 2)
FIGURE 2-46 TEST DATA FOR ALL STANDARD PENETRATION TESTS PERFORMED AT BSEP SITE AS PART OF QUALITY ASSURANCE PROGRAM FIGURE 2-47 PERMEABILITY TEST IN IN-SITU SOIL FIGURE 2-48 PERMEABILITY TEST IN SOIL FIGURE 2-49 SOIL PRESSURE DIAGRAMS FOR FOUNDATION DESIGN - CASES I AND II FIGURE 2-50 SOIL PRESSURE DIAGRAMS FOR FOUNDATION DESIGN - CASE III FIGURE 2-51 SOIL PRESSURE DIAGRAMS FOR FOUNDATION DESIGN - CASES IV AND V FIGURE 2-52 SETTLEMENT OF UNIT 1 REACTOR MAT FIGURE 2-53 SETTLEMENT OF UNIT 2 REACTOR MAT FIGURE 2-54 SETTLEMENT OF UNIT 1 AND UNIT 2 TURBINE PADS
( -, DUKE ENERGY
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
26 Appendix:
2 Page:
iv of iv LIST OF FIGURES FIGURE 2-55 SETTLEMENT OF UNIT 2 TURBINE BUILDING FIGURE 2-56 SETTLEMENT OF UNIT 1 AND UNIT 2 TURBINE BUILDINGS FIGURE 2-57 SETTLEMENT OF UNIT 1 TURBINE BUILDING FIGURE 2-58 SETTLEMENT OF PIPING TUNNEL FIGURE 2-59 SETTLEMENT OF CONTROL BUILDING FIGURE 2-60 SETTLEMENT OF RADWASTE BUILDING AND STACK FIGURE 2-61 SETTLEMENT OF CIRCULATING WATER INTAKE FIGURE 2-62 SETTLEMENT OF SERVICE WATER INTAKE FIGURE 2-63 SETTLEMENT OF DIESEL GENERATOR BUILDING FIGURE 2-64 INTAKE CANAL - BORING LOG C15A FIGURE 2-65 DISCHARGE CANAL - BORING LOG C42A
( -, DUKE ENERGY
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-1 Page:
1 of 1 General Site Location Map
(., DUKE ENERGY 0
C, N
l 50
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
25 Figure:
2-2 Page:
1 of 1 Site Plan fa DUKE
~ ENERGY
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-3 Page:
1 of 1 Site Map
(., DUKE ENERGY
-+--'----~--l'---,-'-77:...--~*Mi f /
/ '
I
-/ 1 I
/
- :_,_***l
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-4 Page:
1 of 1 Aerial Photograph Of Site (1981)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-5 Page:
1 of 1 General Site Topography
,:*-,.-~
-~..,,.,,..,.1,:,,-:-
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-6 Page:
1 of 1 Evacuation Zones (10 Mile EPZ)
(,
DUKE
.... JENERGY Southport Fort Fisher Ferry Village of Bald Head N.C. Aquarium at Fort Fisher ATLANTIC OCEAN N A
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-6A Page:
1 of 1 Evacuation Zones (10 Mile EPZ)
(., DUKE ENERGY lo 0.40.8 1.6 2.4 (WSW)
Brunswick Nuclear Plant c::::J Zone Boundary c::::J 2, 5 & 10 Mile Rings (SW)
(E)
(ESE)
(SSE)
(SJ
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-6B Page:
1 of 1 Permanent Resident Population by Sector
(., DUKE ENERGY WNW
[ill]
w 12, 767 I ' 393 WSW I 9,304 I '
NW
[ill]
SW 12,0041 Resident Population Miles Subtotal by Ring 0 - 1 230 1-2 1,575 2-3 3,249 3 - 4 1,808 4 - 5 2,138 5 - 6 3,762 6-7 5,724 7-8 5,365 8-9 4,372 9 - 10 5,327 10 - EPZ 1,700 Total:
NNW I s,ss2 I SSW
[Dill Cumulative Total 230 1,805 5,054 6,862 9,000 12,762 18,486 23,851 28,223 33,550 35,250 35,250 N
[ill]
s 11,112 1 w
NNE
[ill]
[ill]
NE I 1,sos I SE
~
ENE I 2,1ss I E
o *~
ESE
[JI]
10 Miles to EPZ Boundary N
E
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-7 Page:
1 of 1 Location of Farms Within 10 Miles of the Site
(., DUKE ENERGY ll:
w ID
- , z 0
f-0 :c 0..
..J c,:
ll:
w c,:
p Q
R s
T u
AERIAL FLIGHT LINES---------
r 0
LEGEND
[ l
~
[Ell
~
( }
CENTER OF SITE.
FARMS PER SECTOR GOVERNMENT OWNED LAND MARSH OR BEACHES
( Unsuilable for Farming}
SOUTHPORT CITY LIMITS AERIAL PHOTO NUMBER
- NOTE, NO FARMS IN NEW HANOVER COUNTY WITHIN 10 MILE RADIUS 2
SCALE (miles}
3 4
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-8 Page:
1 of 1 Local Site Topography
>\\:~:=.(**.:-.-..-_.....
- _. :*,: -'~
I O
It C.. '
l 0
.;s
! ~
......,_..,,...,..r,, i r
l A
N r
I 0
C E
A N
~
~
C I
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-9 Page:
1 of 1 Vertical Profile At The Extreme Mile Wind
(., DUKE ENERGY 180 170 l60 150
!::,140 8
..J Ill >
I~
120 110,....._________.__ _
____.___~___.______,...______.__ _
20 4o eo
- eo 100 120 140 160 1ao aoo HEIGHT ABOVE GROUND (FT)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-10 Page:
1 of 1 Recurrence Period of Fastest 1 Minute Extreme Wind for Site (ri a:
I 8
a:
~
z a:
1-l&J a:
(., DUKE ENERGY 1000 200 100 50 20 10 5
2 15 20
./
~ v"'
/ v~
I/"
.v
,.V V I/ V V
/
25 30 35 40 50 ED 70 80 90 100 I IO lc:O l30 IIIO '50 FASTEST ONE MINUTE AVERAGE WIND SPEED-MI./HR.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-11 Page:
1 of 1 Wilmington, N.C. Weather Service Wind Rose 1966-1970
(., DUKE ENERGY w
8. 1 ii = 6. 9 MPH
- 7. 9 N
s
- 6. 9 1---1----i.-----+----I-------I E u = ALL DIRECTION AVERAGE WIND SPEED NOTE : DIRECTIONAL AVERAGE WIND SPEEDS (MPH)
ARE DISPLAYED RADIALLY WIND DIRECTION (%)
8.0
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-12 Page:
1 of 1 Wilmington, N.C. Weather Service Seasonal Wind Rose
(., DUKE ENERGY WI NT ER (DEC, JAN, FEB, )
8. 1 N
8.0 8.4 SPRING (MAR, APR, MAY) 7.8 7.8 N
7.4 7.5 7.9 w
'"\\.....,-.J.--.+---4--1--IE Wl--1--+-+-+-+-*"
- 7.
~~-+-+-+--1--,1--1 E ii = 7. 2 s
8.0 SUMMER (JUN, JUL, AUG) 9.0 8rl 8 8.3 9.2 w 1--+-+-+-+-+-*..:
s 7.7 ii=6.2 s
6.7 6.9 FALL (SEP, OCT, NOV) 6.2 6.6 N
6.5 s
6.1
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-13 Page:
1 of 1 BSEP On-Site Lower Level Wind Rose 1976-1981
( ~ DUKE ENERGY u = 8.5 MPH 6.7 N
u = ALL DIRECTION AVERAGE WIND SPEED N O T E :
D I R E C T I O N A L AV E R A G E W I N 'o S P E E D S ( MP H )
ARE DISPLAYED RADIALLY WIND DIRECTION(3/4)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-14 Page:
1 of 1 350 Foot Wind Rose
(., DUKE ENERGY 8%
I 12%
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-15 Page:
1 of 1 44 Foot Wind Rose
(., DUKE ENERGY E
8%
12%
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-16 Page:
1 of 1 Brunswick Tower 350 Foot Cumulative Probability of X/Q Values from Ground Release
(., DUKE ENERGY
- IE
' u
- w 10--S 1/) -
0
~
5 10 20 30 40 50 60 70.
80 90 95 98 PROBABILITY (PERCENT)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-17 Page:
1 of 1 Brunswick Tower 44 Foot Cumulative Probability of X/Q Values from Ground Release
(., DUKE ENERGY
)
- I!
u w
~
0 X
105.,,___-~-----+------+=-----~~~-----,,..,__~----+=-----~-,---~----,,'
2 5
15 20 30 40 50 60 70 80 90 95 98 PRCBABIUTY (PERCENT)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-18 Page:
1 of 1 Cumulative Probability of Average X/Q Values for Stack Releases Based on 350 Foot Level Composite Year of Brunswick Data (Site Boundary)
(., DUKE ENERGY 1()6 rt)
- I
' u L&J 1/)
0.,
X
>-a:
<t 0 z 0
16HRS a>
72HRS L&J 107 1/)
624 HRS 10~------,--=---,~-=----==-----"=----=--=---=---.....
2 5
10 20 30 40 50 60 70 80 90 PRCBABlLITY (%)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-19 Page:
1 of 1 Cumulative Probability of Average X/Q Values for Stack Releases Based on 350 Foot Level Composite Year of Brunswick Data (Low Population Distance)
(., DUKE ENERGY
,o-5r--------------------
rt)
-6
~ IQ fa U) -
0 X
8HRS 2tflS I HR i
U) i5 i,01
...J 16HRS
~
721-flS
~
624HRS K)-a L....----I.-...L.---'------L-----'-L....-...___...&.----L.----L..----'
2 5
10 20 30 40 50 60 70 80 90 PROBAEI L ITV(%)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-20 Page:
1 of 1 Cumulative Probability of Average X/Q Values for Stack Releases Based on 44 Foot Level Composite Year of Brunswick Data (Site Boundary)
( ~ DUKE ENERGY 10 --------------------------,
~
u w
(/)
~
X 0::
~
z 0 en w
t::
(/)
10-4 11-R 10-5 92HRS 16HRS 624 HRS" 10*6"------L-----L--_.__...,__1..,...._,___,J....._........ _ _._ __
2 5
IQ 20 30 40 50 60 70 80 PROBABILITY(%)
90
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-21 Page:
1 of 1 Cumulative Probability of Average X/Q Values for Ground Level Releases Based on 44 Foot Level Composite Year of Brunswick Data (Low Population Distance)
( ~ DUKE ENERGY r<l
,0-4
~
u UJ
(/)
0 X
UJ u z
~
(/)
0 z
0
~
IO ""5
...J 0..
0 0..
~
0
...J PR<SABILITY (%)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-22 Page:
1 of 1 Cumulative Probability of Average X/Q Values (1970 - 1971 Brunswick Site Data - Stack Release)
(., DUKE ENERGY I HR 24_HR~S w
(!)
<(
a:
w >
<(
-7..
10
....... ~
2 5
720 I-RS 10 20 3::>
40 50 60 70 PR<:SABIUTY (%)
80
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-23 Page:
1 of 1 Cumulative Probability of Average X/Q Values (1970 - 1971 Brunswick Site Data - Ground Release)
(., DUKE ENERGY 104
._ -~-----72
___ 0 ___ 1-e........,..
-s 10 2
5 --------..... _ ---
10
~
30 40 50 60 70 PROBABILITY,%
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-24 Page:
1 of 1 Storm Paths for High and Low Storm Tides
(., DUKE ENERGY 40' NORTH CAROLINA N
20'
+
10' SITE 50' LONG BAY 40' 30*-----
20' 10' ONSLOW BAY ATLANTIC OCEAN 33~~--..... ----..... --+--...... -....--..... --...... --.... -
40' 30' 20' 10' 50' 40' 30' 20'
'!O' 78°
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-25 Page:
1 of 1
(., DUKE ENERGY Time History of PMH at the Open Coast 23 22 21 -
20 -
19 -
18 17 16 15 14 13 12 11
£ 10 ai 9
QI....
8 7
6 5
4 3
2 1
0
-1
-2
-3
-4
-8
-- Total ref to MSL {0.0ft elev.)
/
Tide ref to MSL (0.0 ft elev.)
/
I
/
/
I I
I I
J
/
I/
/
/
-7
-6
-5
-4
-3 Time {hr)
~ ----
/ V
-2
-1 0
\\
\\
\\
I 1
2
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-26 Page:
1 of 1 Storm Fetches for Maximum and Minimum Water Levels
( ~ DUKE ENERGY 000 11000 11000 0
61.0 1~1.0 1'160 re.l.Y I _, _, _,
&,ALL
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-27 Page:
1 of 1 General Arrangement - Intake Canal
( ~ DUKE ENERGY PLAN-INTAKE C..,llt;&L TYPICAL §ECTION THA.U WATER:,, MARSH TYPI CAL SECT ION THA.U CA~A~
AT SERVICE AQAQ§
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-28 Page:
1 of 1 General Arrangement - Discharge Canal
( ~ DUKE ENERGY PLA.N-DISCHARGE CANAL i *l... r r-*
~ l,C T *
- N ' 1,-2, '
1 t '--~.TTi
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-29 Page:
1 of 1 Circulating Water System Hydraulic Gradient
(., DUKE ENERGY
@**'-"f~ s*t.ve*.iu.(D
{D
~)
(!)
, rl 1r1-'-~--~----~~----r u..Ao'o, J
u
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.,
- i 'tit u.-:12.Ai..,,__.,~~~~
11 * *, 0 :0, t,\\
- 1t1.0*1> *a c...,..,c,.....,...,. -
.......... o:.,: 4'*"".. <.,.,,, h, * *\\. ***
r
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- l.... o, a...,.,,c c:*.. o& \\. *wl.
© r..,... ~~....
I!'.!...-
.. OC Q llGI
- L
)..
u.r*,....
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-30 Page:
1 of 1 Artesian Head and Water Surface Along the Discharge Canal Route
( ~ DUKE ENERGY NOTE *
+!Or-------------------'----------------------------,
+8 Z +6 0
I-"
.J
... +4
+2 EL+ 3.1
=r--o.,.__
I t-----~c::::-__ _
EL+I 2 I I
I EL.+1.3 rr--*--"
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r7---"b..:--..L*-1 I
f-"="-e*-*-1 Y
I.
I
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I UPWELLING I I
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o::-:===-===......,_..---..P~!.,_-----------------------
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0 +
~
0 Sl
~
<<.;e
~
'° 0
0 i
z ii:
~
0..
8 0 0
+
0 0
0 N
I-ilil1!Q_
- -- ARTESIAN HEAD ALONG CANAL AVERAGE ARTESIAN * ~EA.O 01/ER A REACH 0 PIEZDMETRIC DATA POINT
CANAL LEVEL AT 8[:j1tJN1NG OF TWO UNIT OPERATION CANAL LfVEL Ai AVERAGE,CR MC>Cl.E AGE,
CONDITION CANAL LEVEL AT EXPECTED PLANT LIFE N
~i
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9 0
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UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-31 Page:
1 of 1 Location of Existing Wells Within a Two-Mile Radius of Plant Site [Historical Information]
( ~ DUKE ENERGY N
~
~._,,
-~ ~
~0=::_,_
_______ _J
- t. 0 NG ATLANTIC OCEAN
-.,,- ~/ I~ I
--~09
~
>-/,JI, !i I /
~1
.._,_~----*---.
ICALI -
NEAVES POINT I
4000 l'UT I
0 0
A'TLANTIC OCEAN
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-32 Page:
1 of 1 Tectonic Map North and South Carolina
( ~ DUKE ENERGY CONTOUtS INDICATE TOP OF
--* ':t"==*::11:°--'t:1"=='~~0.. 1..
PALEOZOIC BASEMENT ROCK S LEGEND jii7fnn]
~
Fold1d ond tnru,t fault1dPol1ozoie,oek1 Pncombrlon and Cambrian m,tamorphlc roeh Polto.zoie cr:,,tolline rock, Trio11lc ba1it1dtpoerfs Mojorfca,lt1or,dfault,:o,n
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-33 Page:
1 of 1
(., DUKE ENERGY SEA LEVEL Core Boring No, 9
~
Recent deposits o.nd undlff'erentlo.ted
~
Pleistocene/Pliocene deposits Castle Ho.yne Peedee Confining Unit
[ill Peedee llMestone Peedee (cloy o.nd so.nd>
Geological Cross Section At Brunswick Site (Part 1)
No, 2 No, 1 200 NE
+50 No, B o
-50
-100 I-LJ w
l..
-150
-200
-250 400 600 800 1000 FT,
-300 HORIZONTAL SCALE
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-34 Page:
1 of 1
(., DUKE ENERGY N'J Core Boring No, 6
- SEA LEVEL 0
mm -
100 200 300 400 HORIZONTAL SCALE Recent oleposlts o.nol unollfferer,tlo.teol Pleistocene/Pliocene oleposlts Co.stle Ho.yne Pe>edee Confining Unit Peedee llMestone Peedee Cclo.y o.nd so.nd)
Geological Cross Section At Brunswick Site (Part 2)
No, I No, 7 No, 5 SE SEA LEVEL
+50 0
-50
-100 I-w w
L..
-150
-200
-250
-300
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-35 Page:
1 of 1 Earthquake Intensity - Acceleration Relationships
( ~ DUKE ENERGY soo EARTHQUAKE INTENSITY-ACCELERATION RELATIONSHIPS 100
,... 0. 1,,
10 "l;...
10
,.. 0.011)
- i
(.)
z z
0..
C
(.)
(.)
C 1.0 0.9 n
m
- er r
- m:
- a:
JC:
EQUIVALENT MM INTENSITY A-HERSHBERGER (1956) a-GUTENBERG a RICHTER ( 1942)
- C-CANCANI (1904)
'*D-ISHIMOTO (1932)
- E-SAVARENSKY a KIRNOS (1955)
- 8-N.Z. DRAFT BY-LAW H-TID-7024 (1963)
- I - KAWASUMI
( 1951)
- J-PETE°RSCHMITT (1951)
- DATA FROM G. A. EIBY (1965)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-36 Page:
1 of 1 Modified Mercali Intensity Scale Approximate Relationship with Magnitude, Ground Acceleration and Rossi-Forel Intensity Scale
( ~ DUKE ENERGY ABRIDGED MODIFIED MERCALLI INTENSITY SCALE I
I Not felt ucept by a Yff'f few under eopeeially
!a'Vourable circu--.
Felt only by a few penoDI at,-, eopeeially on n n upper ftooN of buildinp. Delicately.._nded objecto may mag.
J-.
m may rock olichtly. Vibration like_.,. of truck.
m Felt quite notic.. bly indooN, eopeeially on upper I Boon of buildings, but many people do not =*
Duration Ntimated.
..:.005-opise it u an earthquake. Standing motor can m:
- tion like heavy truck miking building. Stand-
..llZ During the day felt indoon by many, outdoon by I few. At night ac>me awakened. Dilhea, window,,
inc mowr can rocked noticeably.
4-DI-doora dioturbed; walla make creaking oound. S.n-
- sr ll:
Felt by nearly everyone; many awakened. Some I Diaturb&nco of t,-, polN ud oilier tall objedl - -
diehea, windowa, etc., broken ;
- few instances of oometimee noticed. Pendulum clocu may o&op.
lZI cracked pluter; unlltable objeoto overturned.
Felt by all; many !1ightened and run outdooro.
s-
'lZII m Some heavy furniture moved; a few inetallcee of
.. 05-fallen pluter or damaged chimneys, Damage alight.
lZIII Everybody runa outdoora. Damage ne&Jl&lble in I coaoldenble in poorly built o_r badly cieoiined
'lZJI buildinp or good design and construction; oltaht structureo; oome chimney* broken. Noticed by lo moderate in well-built ordinary etructumi; penone drivinc mot.or can.
Damage *ll&ht in epecially deeicned et.ructureo; I Fall of chimne;re, factory *tacka, columna, monu-JZIII COGaldenble in ordinary aubetantial building*
menta, wall** Heavy furniture overtumed. Sand a:
with partial collapoe;.,_, in poorly built *true-and mud ejected in *mall amount.I. CbanCN in -
turee. Panel wall* thrown out of frame stnacturee.
well water. Penou driving motor can diat.urbed.
- Damage conoldenble in *pecially deeigned I partial collapoe. Buildinp shifted off foundatiou.
IX atructures; well deeigned frame structuree thrown Ground crscked compicuoualy. Uoderpound 1-
.5-out of plumb ; a,eat in 111betantial building*, with pipe* broken.
X Some well-built wooden otruetureo_ d..troyed; I bent. Landolide* coMiderable from river banu -
X moot muonry and frame 1tn1clUN!9 de*troyed and *teep *lope*. Shifted *and and mud. Water witb foundation*, ground bedly craeked. Rail*
opluhecl (olopped) over bankL Modified MercaUi Intensity Scale and relationship with Rossi-Forel Scale after Wood and Neumann, 193 1 (Modified Mercalli Intensities XI and XII not included).
Magnitude and acceleration values taken from Nuclear Reactors and Earthquakes, TID-7024, United States Atomic Energy Commission.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-37 Page:
1 of 1 Compilation of Earthquakes Virginia and the Carolinas
( ~ DUKE ENERGY I
SCALE,
o 25
, 01irnu lilNCJ1MCJ1Mt==::,I LEGEND *
- -v e -m: or greater as noted
(~~ - Approximott Epicenter
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-38 Page:
1 of 1 Compilation of Earthquakes Southeastern North Carolina
(,
DUKE
.... JENERGY 0 Fay1tteviN1 35---4-__;. __ _
Lumberton 79° 78° 0
Limit of Perceptibility Earthquake of March
, 1958
'1ARCH 5, 1958 - llr-"Sl
,__,,,..,.JANUARY 19, 1860-m APRIL 16, 1871 -m
\\
-+--1------ 34°
\\
NOV. 2 2, 1927 - 'Dr' 77° e - EARTHQUAKE EPICENTER 0
10 20 30Miles 78°
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-39 Page:
1 of 1 Isoseismal Map Charleston Earthquake of August 31, 1886 I
fa DUKE
~ ENERGY I
/
,,.,;:__ /
II/,
ff7*
/
/BIRMINGHAM 33*
o I
"//
i</
0 ATLANTA 87° ~
ALA//
/GA.
/
I I
85° 79*
I SCALE o
20 4f 60 ep MILES 1887*88 LEGEND:
- TENSITY, AFTER DUTTON 7 -
ROSSI - FOREL IN RELATIONSHIP OF MODIFIED MERCALLI INTE:~~S~ ~ FOREL INTENSITY
-1ZI.- MODIFIED MERCALLI TO OOD (1931).
AFTER NEUMANN AND W
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-40 Page:
1 of 1 Seismic Amplification Curves 5 Percent Damping
( ~ DUKE ENERGY SOUTHPOR~ NORTH CAROLINA CASE I 5% Damping 4 Layers - 4 0 feet stripped 0
- =....
Layer Thickness ft 2
30 3
43
,,:, : :* **
- 1 1::-:
~-.. -* *-* - --
- ,::i::: *...........
4 127
~ -:
-11
- ";* **;::: ---. ~--* ::::J:*::-:: :::_:*: :.::- ;:;;* :::.~~~~~::~~ -~:-~~:~:~~~~~~:;
f:::: =*, :f l r ::;j \\ :
.... : :.:..:-:.. :. ::.;*:.:::*..... _ :::= =:-.::*~_i_;:;~~
- ;:~i1:: ~i \\J '.i ~xl'\\l :::ci,: :;:, ~:-~,i--~;~c:.":* ~-'i:::::*
5 1290 basement rock
~: ;: : :::: '.'i :,:. *,, ~ " ~~:?i :c,; ~* "'.:,*~ -., :~.;,,;;.*** -:::.c.
- ,::......~: ::.;
t::2;_;:_*;~~:
FIGURE B
~j~~;=~~-*: -~~_-;:;:-. _£ ::..:.::--: *_:_*:... -~-~:-=l==t-.::::I:;.* *r-r-+
rr:='.....,:~=~::::::' "*:: * :' Ei:= - = =*.
~-:: :;:~ ~i]~-~:* ~~:- _***:.f=:*. ~-:. *::_-*==: :~ =--
- ---= -
"P"Wave Vel ft/ sec
"$"Wave Vel ft/ sec 5,000 1,400 11,900 5,500 9,500 4,500 7,100 3,000 18,000 10,000 (Refer to page 20)
CASE I 5% Damping 0
~ 5 ~( ~~!~ ~?~~t:*:. :i~ *:?~;-~-:_-:-~-; :
~ *~ ~::-~~ -:~-==
~
- _:-_f:: --!~~ -~~~~::4:~~~==~~, :~==--*'.:=-=-:: :-£~--
5 Layers - 5 feet stripped
~~ _:_\\ Z~-t~~::~ ~:::~-~~:---~:f:E :: ~J~;1 ;::}-:-~==* ~!=i:J ~~-= ~
Layer Thickness
-* :. :: :~,: ~= ~;~; ;
C: ~':..:L:: ~~- *-
- !'c'-=.
ft
- .s.: ::; ::: =.:::~t,,r*:-:: ::',~~
- -*,:-::: :::;- =--
l 35
~,
,:,." i.. ** *, n: :: *,... ""'F:. E,=.'*-,;:-.~ *...:,.**'..... *-
- 2 30 r, ' :: l
- flD: ;i.i',,J;,:.f:£ :::: * ; ~, -,. - =: "= :* -.:.-..
3 43 4
127 5
1290
,.,:~t,\\:dl:\\::lf# ;::.:_=1=:.:.~~:::.;:_:*..:::=-*.::.. :::**==' *
~.:-,Jt-'/J Xl/-:,~~~,=;:,E..-' =~'==I::=~ *,.,:c:c;*-': ::_, =~:=~~ -:'L:::C:,.==-== basemennock I ;:-=; _::;.:~.- -~~;-t::~.:: --:!J~~i; **-~ --~~~~~-=- :~~ :._~--
- t:
!:':;;~:: ::,::~ < ::::.r:~,..::: ' :: ., ::':,= ::':: :* '~~ *. c: '-'..
r1~-~:.:~:*:1~;i:
FI GURE A
- =:r~;: ;~-~;:~~~*;:~:r~.~l~""7...:.~~: ~-;;. - ---~- -__._.::::'
~.:_::.;:cc, ::~,t **** :*::,;;!=':~:::~ **,:=::c=.:;,-~:,::::::.:; -:~-:-* ::-**r.::.:: **. =:..
"P"Wave Vel ft/ sec "S"Wave Vel ft/ sec 5,000 750 5,000 1,400 11,900 5,500 9,500 4,500 7,100 3,000 18,000 10,000 (Refer to page 2 0)
Density lbs/cu ft 130 145 138 130 165 Density lbs/ cu ft 107 130 145 138 130 165 1(1) 2(.!11 3UI 4(.251 51.201
'5tll) 7(.14) 1(, 13) t (.II)
JOLI) 11(.0tl 12.(.01) 15(.0IJ 14(.01) 1&1.07) 11(,011 17(.01) 11(.01) 11(.0I) 10(.09)
FREQUENCY (PERIOD)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-41 Page:
1 of 1 Seismic Amplification Curves 10 Percent Damping
( ~ DUKE ENERGY 0
0
~
0:
0 ::,..
2..
SOUTHPORT, NORTH CAROLINA
.... -:::~~:t-
- ..... -~:.~ =-_- '. ~Fs.~=7=~ --* :-; -~
- .. ;~~ -__ :_~_'":;-*:~.
~:;.;:+=:-::*~=.. = -:=.::. *_::=:=-=-~:f:~>::=: :-*~;.~::-.::: -==~-.
- ~--= ;;; ~-::-:.:E;;§;_::::~-~~;~. -.. :.=- :~~~ =~:.-~ ~ ~~ ;*;- ~~ ~ -;_:.t~*:.::..:* :-
~ ---*
Layer 2
3 4
5 CASE I 10% Damping 4 Layers - 4 0 feet stripped Thickness 11 P"Wave "S"Wave Vel Vel ft ft/sec ft/ sec 30 5,000 1,400 43 11,900 5,500 127 9,500 4,500 1290 7,100 3,000 basement rocx::
18,000 10,000.
(Refer to page 18)
FIGURE B
=::: ~ ;-**
t-::*
CASE I 10% Damping 5 Layers - 5 feet stripped Layer Thickness "P"Wave 11 $ 11Wave Ve!
Vel ft ft/ sec ft/ sec
"+
l 35 5, 000 750 2
30 5,000 1,400 3
43 11,900 5,500 4
127 9, 500 4,500
-~-
5 1290 7, l 00 3,000
- -~
- .:" 7
,:1 ~~-,#L.
clc::_;: ~::"E-c
- _**t-= 3~~
basement rock 18,000 10,000 (Refer to page 18)
FIGURE A c:**§-=-=----~EC *.§c. *
- i::::= :i::::::=
'.t:-........; - :::."1:~ :r~
- Densiti, lbs/ cu ft i3o 145 138 120 165 Density lbs/ cu ft 107 130 145 138 120 165 IO J 2(. 15) 3(.3) 4(.25)
St.2) ll.11)
T(.141 t(.l;J)
IC.Ill 10(.1),
11{.0t) 12(.0I) 11(.0* )
14(.07)
Ul(.OTJ 11(.01) 17(.011 *t.OaJ 1*(.0S) IO(,OI)
FREQUENCY (PERIOD)
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-42 Page:
1 of 1 General Plant Excavation - Plan
( ~ DUKE ENERGY
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-43 Page:
1 of 1 General Plant Backfill - Plan Phase I
(
I **"*'
~..... -*
I I
~
.,,. i/
~~:~
--=- ~~-
~
i
¥...,.* * ~--* --- ---~ --.:I,)f. -~
I I
I I
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-44 Page:
1 of 1 General Plant Excavation Sections (Part 1 of 2)
( ~ DUKE ENERGY
- 11
- j i
~ '
~
.. ~*-'-"'-\\.---.-,~~~~,,.,..j,,""-1""'--'~L----il I
,. tj I
i
~
i i
'T
- Ui!*** H lfh l *** '0' I ---~~?:
1 I
81t&1Pf-b,1thP *:1e
""--1,_
t:
r." t r:m -"!'\\/I' *-t*::::~~-::.~:.;:1"**,:.:;;;;,. *:::;~:;:;:. {.. ":.a:""'"~,..
m u..... '~"" **,.,,.,, -*'"'.......,,_,. **.*,.....,......,...,_,., -~*7.-o CJ,. h~.,,.,,..,.. __
- .; h.,.",._"'",,.~.~** *;._.
- : ::,fl t,*'":$)
c;:a ~.., **,,,........ u.,,,,...................,,..........,.....,.,.....,......,
- "':::.*., '<)/; ~;;.. ~'"* -=~;_:, ~:-'~~:'-::_... ~!~ ;;" (~:,.~~';,._,,_,, U T eza **-:;:,*.;o~.. *:;,:,;:~..=;;:.*:-,:.~*~*;.~-:,,6 _,.;.:;~.ir) w
_ m,
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-45 Page:
1 of 1 General Plant Excavation Sections (Part 2 of 2)
( ~ DUKE ENERGY f
i
~ ~*_,._.,,.o*
\\.--------
mrnm ~~---* £**
-'"'"'r=~~~~~.J:::-*'
T
,..,,.6,
.... 1 5fCTi9N (.*(.
.,.., **.*, TP,!*"!'
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-46 Page:
1 of 1 Test Data for All Standard Penetration Tests Performed at BSEP Site as Part of Quality Assurance Program
( ~ DUKE ENERGY 1_
U... TU'!OhfWO -
L~,cr-a.,. OH -.
l~--~***
5:"~~~7£.::=
l'(NCTlU,TO'IIIUUSAL IIICSISTANCt.llHD,,UCflCJrt*i1..
..:JIICIIDff l)lt!Y(N lrl INC.MES.
Sc.Alf
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-47 Page:
1 of 1 Permeability Test In Insitu Soil
(., DUKE ENERGY A) FALLING HEAD METHOD K= 2L(~z~t,).in <-h,>..fn <,ff-~>
WHERE K = PERMEABILITY r = RADIUS OF STANDPIPE L = LENGTH OF TEST POCKET R = RADIUS OF TEST POCKET=RAOIUS OF CASING H1 ANO H 2 = WATER HEADS AT TIME T1 ANO T2 Jn = NATURAL LOGARITHM B)OONSTANT HEAD METI-OD K=&
WHERE Q z FLOW OF WATER TO KEEP H CONSTANT H :;: HEAD DIFFERENCE BETWEEN WATER INSIDE CASING AND GROUNDWATER LEVEL(TEST ZONE BELOW GROUN>WRER LEVEL).
C = TEST FACTOR, OEPENDING*ON LANO R D
C,,,.,
0
-0,,,*
L I
I I
I I
I Q
- 0 0
0 0
CASING 0
~
0 0 -
0 0
0 0
I I
~ <9TEST I.-,,- POCKET
.: zs : *
I... --'
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-48 Page:
1 of 1 Permeability Test in Soil
( ~ DUKE ENERGY IOr OR GREATER H
2r CASING
--BOTTOM OF CASING GROUND WATER TABLE A)coNSTA~ ~
METHOD K -
5.5rH WHERE 0 = FUJW OF WATER TO KEEP H CONSTANT H =DIFFERENTIAL HEAD OF WATER( DISTANCE BETWEEN WATER LEVEL IN CASING AND BOTTOM OF CASING).
r = INTERNAL RADIUS OF CIISING BlcONSTANT HEAD METHOD
= COEFFICIENT OF PERMEABILITY, FEET PER YEAR
= HEIGHT OF WATER IN THE WELL, FEET
~ ~[ ~Rt Uv.1.TER FROM THE WELL FOR
= ~~t&r1Nt}EWA~~1lfOM~~i1utr rR MINU'TE
= VISCOSITY OF WATER AT 2o*c
= UNSAT~ATED DISTANCE BETWEEN THE WATER SURFACE IN THE WELL AND THE WATER TABLE, FEET
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-49 Page:
1 of 1 Soil Pressure Diagrams for Foundation Design - Cases I and II
(., DUKE ENERGY C:ASE I ACTIVE PRESSURE Wt1'H SUR~. g, ABOVE GROUNDWATER LEVEL Ground W.L
- ----/\\, v-b
\\
\\
\\
NOTE:
- The units for are in KSF.
e Pq
- Surcharge pressure* Kaq
- 0.26q Psl* Soil pressure *.KaYtHl
- 0.033H1 Ps2* Soil pressure*Xaysubm.H2*0,016H2 Pw
- Water pressure* Ywff2
- 0.0624H2 Sand submerged fill:
Wet Unit Weight* Yt
- 0.125 KCF Saturated Unit Weight~ Yt
- 0.125 KCF Submerged Unit Weight* Ysubm.
- 0,063 KCF l-sin$
- 36"
- Ka
- l+sinf
- 0.26 For 0,08g earthquake. increase Ka to 1.17 Ka For 0,16g earthquake. increase Ka to 1,36 Ka CASE II ACTIVE PRESSURE WITH SURCHARGE,q, BELOW GROUNDWATER LEVEL Surcharge Pressure Applicable Conditions:
- 1. ae > be 2,
ae ~be but the weight of soil ac is less than q.
- 3.
If be>;:,, ae, the pressure diagram should be the sum of P sl + l',.2 + P w of Case I and P of Case II q
p
- Surcharge pressure
- Ka q' q
- 0.26q' where q'
- q - (H2-H3)Yw P w
- Water pressure* YwH2
- 0,0624H2
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-50 Page:
1 of 1 Soil Pressure Diagrams for Foundation Design - Case III
.-4
.-4 iz.
.-4 co...
u
<J :,...
u ti).,,
c::
<O ti)
(., DUKE ENERGY
-=
Hi CASE III PASSIVE PRESSURE WITH SURCHARGE, g, AT GROUNU SURFACJ::
KSF For Soil Properties, See Fig. 12,3-5
µ *. !:sl *1 P82
- 0,24H2
- IPw *0.0624~f 3.85q 0.48H1
- !+sin¢..
KP 3.85 1-sint P
Surcharge pressure q
- Kpq
- 3.85q P81
- Soil pressure* KPytHl 0.48H1 P8 2
- Soil pressure* Ky H2 P subm
- 0.24H2 Pw
- Water pressure* Yw1i2 0.0624H2 NOTE:
The units for these pres-sures are in KSF.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-51 Page:
1 of 1 Soil Pressure Diagrams for Foundation Design - Cases IV and V
(., DUKE ENERGY CASE IV AT-REST, PRESSURE WITII SURCHARGE, g 1 ABOVE GROUNDWATER LEVEL For Soil Properties, See Fig. 12.3-5 i
- 36°, K0
- 1-Sini
- 0,41 Pq
- Surcharge pressure* K0q
- 0.4lq P81
- Soil pressure* K0 ytHl
- 0.051H1 Ps2
- Soil pressure* K0 ysubm,H2
- 0.026H2 Pw
- Water pressure* ywH2
- 0,0624H2 L_L _ _j~===:::::r======~ For 0.08g earthquake, increase K0 to 1.17 Ko For 0,16g earthquake, increase K0 to 1.36 K0
- psl
- q 0.026H2 Ground a
b?
\\
\\
\\
\\
J H2 H3
~
AT-REST PRESSURE WITH SURCHARGE, g 1 e
Surcharge Pressure BEI.OW GROUNDWATER LEVEL Applicable Conditions:
- 1. ae,.. be
- 2.
ae s be but the weight of soil ac is less than q,
- 3. If be>> ae, the pressure diagram should be the sum of Psl + Ps2 + Pw of Case IV and Pq of Case V Pq
- Surcharge pressure* K q 1
- 0.4lq I 0
where q 1
- q ~ (H2-H3)yw P8
- Soil pressure* Ky b H3 0,026H2 0 SU m Pw
- Water pressure*ywH2 0.0624H2
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-52 Page:
1 of 1 Settlement of Unit 1 Reactor Mat
( ~ DUKE ENERGY
- c..,
Q JAN i
,.. 2~----.=n1r--1----1----r---1------1------1------+---+---+---+---+---+---~
J......
Ill
!i
--- UNIT I REACTOR MAT INT A UNIT I REACTOR IIIAT POINT B l.fllT I REACTOR lillT POINT C 12-~~~--------------------------------------
~
.L..i..!i.UI..I
--- UNIT I MACTOR IIIAT POINT 0
UNIT I REACTOR MAT POINT E ti
- ** UNIT I R£ACTOII lillT POINT F
J,___.____..__._._....___..__,~..__.__,___,.___.______.___._._....___..__,.__..__.__.__.__....,____.___._.__.____.___,.__..__.__.__._...___..__._._....__.............__..__,
--'lQIL PERMANENT BENCH : MARK Alfi 11115 SURVEY IS DEEP WELL CASING NO. 10. AU. DATA SHOWN IS RIIN SURVEY DATA REFERENCED FIIOM AND TIED-IN TO WELL CASING N0. 10.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-53 Page:
1 of 1 Settlement of Unit 2 Reactor Mat
( ~ DUKE ENERGY
(/)...
- r
()
~
~
z r
~ 2 I-- -,L"""E"'GE"'N""o,+--
~
(/)
--- UNIT 00. 2 REACTOR MAT POINT I
UNIT NO. 2 REACTOR MAT POINT 2
- ** ** ***** UNIT NO. 2 REACTOR MAT POINT 3
- ~--. **** * *
- ~.
3 '---'----'---'------'------'-'----'-----'---'------'------'-L--'---...L--'----'--------J..--'-----'---'----'--------.L..-'---....L--'------'-'----'----'---'----'------'-.L..-'-----'---'-----'---------'---'
(/)...
- r
)I!
1970
...l.fli.El1P..
UNIT I'<<>. 2 REACTOR MAT POINT 4 UNIT 00. 2 REACTOR MAT A:>INT 5
- *** * **** ** UNIT NO. 2 REACTOR MAT POINT 6
-*----+---- ----
f-----+- -------- - -*--*-------
--- ---+----
---1----------l--------l--------1
1l.QIL_
PERMANflff BENCH MARK FOR THIS SURVEY IS DEEP WELL CASING ti). 10. ALL DATA SHOWN IS RM SURVEY DATA REFERENCED FROM AM)
TIED-IN TO W£U CASING N0. 10
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-54 Page:
1 of 1 Settlement of Unit 1 & Unit 2 Turbine Pads
(., DUKE ENERGY i
0 **
1970
[l(C I A
! 2~-.---,Miint----r--------t- --t------r- --r--------t---j------r--,----;---1------r---1
~
-- UNIT TURBINE PAD POINT A ti
UNIT TURBINE PAD POINT B en
- UNIT I TURBINE PAD POtNT C 1970 1971 0 r"¥">.Lr'....
""'!r'...
""r'"... "r'"tl'!l:~~;:i/el'~-::io=*=cf'=.. =x:'=*=z:-=r:*="':i;.. =::i:-::;*¥-::;':i::-=f.. ='='FDC='::c=::i:::;:j::::"=r"f!C",r""'-f'7""f'"--f:1L!r"'¥""il""'f"'-r!..Uri'=r'-f'7 i
~ 2
..J
.umm:,t----+---+----t----t----t-------+---+----t----t----r----+- --+----f
-- UNIT 2 TURBINE PAD POINT A I-I-II)
UNIT 2 TURBINE PAD POINT B*
- UNIT 2 TURBINE PAD POINT C 3._...__.___.___._...___.__.___.___._...__...___.___.___._...__..._...,__.___._...___.__.___.___._...__...___.____,___._...__...__.____,___._.,__......__.____,___._....__._~
~
PERMANENT BENCH MARK FOR nus SURVEY IS DEEP WELL CASING NO 10. ALL DATA SHOWN IS RIW/ SURIIEY DATA REFERENCED FROM ANO Tl ED-IN TO WELL CASING NO. 10
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-55 Page:
1 of 1 Settlement of Unit 2 Turbine Building
( ~ DUKE ENERGY 1970 I
1973 Q JAN FEB MAR &PR MAY JUHE JUL'( AUG SlPT OCT NOV O( C I JAN JAN FEB MAR APfl MAY JUNE
~--+-
-+---+----+----+------t-~-----t~------~'-----+---1r-,,"..,__t---y-+---+-------t
-- UNIT 2 TURBINE BLOG. POINT 6
\\.-
/
UNIT 2 TURBINE BLDG. POINT 8
\\
---.,...L--'
UNIT 2 TURBINE BLOG. POINT 9 UNIT 2 TURBINE BLOG. POINT I 0 3 L.......JIL-..ol_..,_
l_.,_1_.__I..Jl_..,1_..,_
1_,_I_IL-..ol_..,__.,_1_,_1...JIL-..ol_..,_
1....L._IL-..ol_..,__..,_
1_,_1..,____.1_~~"1'--'-'-I...JIL-..ol_..1.I_.L...
l....1.._,l._..,1_..,__.,_
l
....1..__._..,__.__..,
1971
/°.
1972 1973 1970 O.l&N Ft:1 MAR APR MAY.llMf
JAN FEB MAR PA MAY JUN( JU..Y AUG Sf" OCT NOYD CL... FE* IIIH Al"tl UY..11.M
, --...:.:.:..... ~
l'l~.
-~~~~~1 -~~~
--~--
~ 2
.ilil!IQ.
..J,_,_
-- UNIT Z TURBfNE BLOG. POINT 11
- -- - -* UNIT 2 TURIIINE BLOG. POINT 12
- * ** * ** UNIT 2 TURBINE BLOG. POINT 13 3 I-~~-~~-~~~'-~~~~~~-~~~~~~-~~~-- J._...J.._JL-.J...-L-.1.-....L._J*'L-..L--'--.1.-....1.._JL-..L--L-.L......L._JL-.J...-'--.__,
...1lQ!L_
PERMANENT BENCH MARt< FOR Tt*IIS SURVEY IS CE. £P WELL CA~NG NO. IO. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FROM ANO TIED*IN lO \\11:LL CASING NO. 10.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-56 Page:
1 of 1 Settlement of Unit 1 & Unit 2 Turbine Buildings
( ~ DUKE ENERGY
- z: u I-z
!II.....,
I-I-...
2 3
1970 IEPT OCT NOY DE:C L.N FEB MM APR MAY 1971 197Z 1973
-- UNIT 2 TURBINE BLOG. POUn 14
UNIT 2 TURBINE BLOG POINT 15
- UNIT I TURBINE BLDG. POINT 16 1970 1971 1972 1973 0 r,'=-r='r-'-"i""'~i.....
=TJIL='-r"""=,="~PT"TOC~TT..,""'"'C't"JAH=r~"=r...
=*-r-=,=""~-r'""'=;r=JOC~Y'r=r'~*~**'Toc=*-r"°=vrot:=C1r.,.~*y*~.. T*~**r*""4*F-r=r=;w.rr=r"r=i=-r,=-r*~*~*r-=r"'~"i.,....F,
- z:
~
!z
!II 2 I-I-...
-- UNIT I TURBINE BLDG. POINT 17
- --- UNIT I TURBINE Bl.DO. POINT 18 UNIT I TURBINE 81.DG. POINT 19 NOTE :
~ANENT BENO< MARK FOR THIS SURVEY IS DEEP WELL CASING NO 10. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FRON ANO TIED-IN 11) WEU. CASING NO.ID.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-57 Page:
1 of 1 Settlement of Unit 1 Turbine Building
(., DUKE ENERGY 1910 I
Q JAN fE 11M.&Pfl MAY JUNE JULY AUi SO'T' OCT NOV D(C JAN Ff8 MAR AJ!tl MAY
- i:: u
~
!ii 1971 MAR APR
! 2~-................d-- --+----+---t----+----+----+---t----+----+----t---+---+-----i
.J I-ti
- i::
~
!ii.., a..,
.J...
t-..,
0 2
3
-- UNIT I TURBINE BLOG. POI 20
- - - - UNIT I TURBINE BLOG POINT 21
- ** *** * *
- UNIT I TURBINE llLDG. POINT 22 1970 11MR APR MAY JI.N(
- f AUG KPr OCT
--UNIT TUll* INE BLOG. POINT 25
UNIT TURBINE BLDG. POINT 24 UNIT TUIIIINE BLOG. POINT 25 1971 T NOV DEC JAN FH IIAlt Al'R
_!ill!L PERMANENT BENCH MARIC FOR THIS SURVEY IS DEEP WELL CASING NO 10. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FROM AND TIED-IN TO WELL CASING ND.1O.
1973 AN ffl MAit APII ll&Y JUNf.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-58 Page:
1 of 1 Settlement of Piping Tunnel
(., DUKE ENERGY 0
en w 0 !
I-z w 2 w
.J I-I-
en 3
0 en rt!
z 2
2 w
.J......
en 3
JAN FEB IIAR APR MAY JU~9~
AUG S(pf OCT NOV DEC I J... N FEB MAR
-- PIPING TUNNEL POINT I P
PIPING TUNNEL POINT 2P PIPING TUNNEL POINT 3P' 1970 JAN FE MAR A.PR MA't Jl.ltE,ll..Y AUG SEPT OCT
--PIPING TUNNEL POINT 4P
- --- PIPING TUNNEL POINT 5P PIPING TUNNEL POINT 6P 1971 1972 IIMY JUNE y AUG SEPT OCT NOV DEC I JAN FU MAR APR IIIIAY.uNl JULT AUG S(f'T OCT NCN D C I JAN ff NOTE c
~ANENT BENCH MARK FOR nllS SURVEY IS DEEP WELL CASING NO IO. ALL DATA SHOWN IS HAW SUiVEY DATA REFERENCED FROM AM>
TIED-IN TO WELL CASING NO. 10
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-59 Page:
1 of 1 Settlement of Control Building
(., DUKE ENERGY Cl)...
- z:
0 z IE j... 2~--..,.-,,,...,,-----+----;- --- t---- ;-----+----;-- - - t----;--- --+----;r-------1----;----,
~
-- CONTROL BLOG POINT IC l;j.
--- -- CONTROL BLDG. POINT 2C U>
CONTROL BLDG. POINT 3C Ill...
- z:
~
IE...
0
~ 2
..J
~
~
3 1970 JAN fl:8 IMR APR MAY' JlME Jt.LY AuG SEPT OCT NJY DEC
.POINT 4C
-- CONTROL ILDG.
CONTROL BLDG. POINT 5 C I
I JAN FEB MAR APR MA'I' JLWI JULY AUG SE.PT OCT NOV DEC I JAN FEB. MAR APR... JUNE JULY AUG.*..,. OC:T W/11 DEC I JAN FEB IIIAlt APR IIIAY JUNE 1971 1972 1973
- r--._
NOTE,
PERMANENT BENCH MARK FOR lHIS SURVEY IS DEEP WELL CASING NO 10 ALL DATA SHOWN IS RAW SLfl\\lEY DATA REFERENCED FROM AND TIED*IN TO WELL CASING NO. JO.
I\\
I J ~
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-60 Page:
1 of 1 Settlement of Radwaste Building and Stack
(., DUKE ENERGY 1971 1972.
1910 I
Q JAN F£8 w.A APR MAY JUN[ Jll..Y A0G S(P'T OCT NOV DEC J AN FEB MAR
- z:
0
~
I-z i 2
..J I-I-
3 0
!z
~ 2
..J I-I-
Ill 3
-- RAOWASTE BLDG POINT IR
-- - -- RAOWASTE BLOG POINT 2R 1970
.J&N F£8 MAR APR MA'I JUNE..U..'I' AUG SE:PT OCT NOV DEC 1
-- STACK POINT $Pl
- --- STACK POINT SP2 STACI( POINT SP3 STACK POINT SP4 1971 1972 JAN FE 8 MAA APR MIY JUME JULY AUG SEPT OCT NOV DEC JAN FEB MAR.&PA MAY JUN( JULY AUG SEPT OCT NCN QS'C T
T T
NOT~-'----
PERMANENT BENCH MARK FOR Tl<IS SURvt:Y IS DEEP WELL CASING NO IO. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FROM ANO TIED-IN TO WELL CASING NO. 10
~
I I
I
~ ---~~.. ___..__
-~
1973 1973 J Atrll HI II.I.It APR MAY -"ltE I
I I
I
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-61 Page:
1 of 1 Settlement of Circulating Water Intake
(., DUKE ENERGY
- r u
0
~ I 2
...I........,
- r
~
~
3 0
~ 2
...I...
3 1910 I
1911 I
r--._J912
_\\_
i91!
AN FEB MAA APR MAY JUN[JUl.Y &.11n. Ul"f OCT NOV 0£C JAN f[B MAR APR.U.Y JUul """ a.,m r r A* OCT MO\\I DEC JAN fS:A
- a**
A.PA MA't'.MIN[JLJl.y"'ti"IA _,._ nrT wn, I.u, fl'R MM.... uay.......,
~
I-L=
-- CIRCULATING WATER INTAKE POINT I
* CIRCULATING WATER INl'AKE 1 2
I I
I
' ' ! ' ' i 1970
.1&.111 ffl 11AR APR...,,,
~ -*t.*- V AUG SCPT OCT ICJY 0£C LEGEND
-- CIRCULATING WATER INTAKE POM 4
CIRCULATING WATER INfAKE PONT 5 I
I I
I I
I JAN Ft:* MAA APR IM.Y
.........uy..M.111 vpT nr.T..nv O£clJAN n:a MAR *--
y.,...., JULY AUG 1971
~
NCJl'E,
~MANENT BENCH MARK FOR THlS SURVEY IS C£EP WELL CASING NO 10 AU. DATA SHOWN 15 RAW SURVEY DATA REFERENCED FROM ANO TIED-IN 10 WELL CASING NO. IO.
....... __ ---i--,.,-~*
,_ POf,IT 3 DESTROYED
~
C
~
1975 JAN F_.* MAit APfl....,.y JIM(
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-62 Page:
1 of 1 Settlement of Service Water Intake
(., DUKE ENERGY 0 **
u,...
(,)
... z i
... 2
...I.........
u, LEGEND,----,-
- --+-----+- -- +--- --+- ---l----+-----+----1----+----4-----1------1
-- SERVICE WATER MAT POINT I
SERVICE WATER MAT POM' I
3 L--'-...J...-'--------'--'--"---'--'---'-...J...--'------'-L--'-...J...--'--------'--'-.J..--'--'---'---'---'------'--'-...J...-L.----1-L--'-...J...--'--------'--'--"---'--L.....I u,...
~
IE...
0
~ 2
...I.........
u, 3
1970
. JAN Ftl MM APR NA'I
~ -
---_wg~
-- SERVICE WATER MAT POM' ~
- ---- SERVICE WATER MAT POINf ~
I JAN FEB MAR APR IMY JUHi:.U.Y AUG S[PT OCT trrtnv on-J JAN iEa IIIIAfl APR MAY....-..111,a Y AU8 _.,,,. OCT WAI n.-c I JAN n:* IIAII APtl IIAY -.....
1971 1972 NOTE :
PERMANENT BENCH MARI< FOR THIS SURVEY IS DEEP WELL CASING NO. IO. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FRlM ANO TIED-IN TO WELL CASING NO. IO.
M*~ ~
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-63 Page:
1 of 1 Settlement of Diesel Generator Building
(., DUKE ENERGY Q JAN FE
- r 0
z
~
.J..........,,
2 3
LEGEND
--DIESEL
- - -- DIESEL DIESEL 1970 GENERATOfl BLDG.
GENERATOR BLDG.
GENERATOR BLDG.
1970 OCT NOV DEC I JAN f 1972 1911 I
MAR APR MAY JUNE JULY Ai.JG SEPT OCT NOV DEC AN f B MAR APR 1973 l'OINT I POINT 2 l'OINT 3 1971 1972 1973 0
J.&N FEB MAR APR MAY JUNE JU..Y AUG SEPT OCT NOV DEC JAN FEB MAR APA MAY.Jl.ltl,AJLY AUG SEPT oc, Nov oEcl JAN FEB IIIAfl APR MAY 11 -
ULY AUfi.:.. - ~
DEC I JAN FEB MM AN MAY JUN[
- r
~
z...
~ 2
.J..........,,
3
--- LEGElj
--DIESEL GENERATOfl BLDG.
* DIESEL GENERATOR BLDG.
I I
POINT 4 POINT 5 I
.JJ2!L_
PERMANENT BENCH MARK FOR Tl11S SURVEY IS DEEP WELL CASING NO 10. ALL DATA Sl()WN.
IS RAW SURVEY DATA REFERENCED A10M AND TIED-IN TO WELL CASING NO. 10.
"7 -
.......... t:
I I
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-64 Page:
1 of 3 Intake Canal Boring Log C15A - Sheet 1 of 3
(., DUKE ENERGY BORING NO. S}A N
79.965 E 213081220 GROUND SURFACE EL +13.60 isAMPU: j P£N£TMTION El.EV.
DEPTH DESCRIPTION uses RESISTANCE 111!:MARKS FEET FEET TYPE BLOWS Pt:R FOOT 10 zo JO 40 IO 10...
~
~~--
LOOSE FINE SAND SP 1 (l 0
I 14.0' 15 0.. '
r (21.1)
LOOSE SAND SW 19.0' 20 0 ~
(46.5)
~
VERY SOFT SANDY CLAY CL
-10
~
24.0' t~
25 0
1- (76.9) ll
~
MEDIUM STIFF SILTY CLAY -
CH SOME SHELLS
~
29.0' 30 0 ~
t (47.4)
~
SOFT SAl~DY CLAY -
SOME SAND CL LENSES
-20
~
,34.0'
- 1c; 0 i -
.. (60.0)
~
- I MEDIUM STIFF SILTY CLAY -
CH 40 0
(38. 9)
SOME SHELLS
'\\
-JO
~
~ I 45 0
._ (25.0)
MEDIUM DENSE FINE SAND SP 50
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-64 Page:
2 of 3 Intake Canal Boring Log C15A - Sheet 2 of 3
(., DUKE ENERGY BORING No.c~
N 79.965 E
213081220 GROUND SURFACE EL. +13.60 lsAMPU "
PENETRATION ELEV.
DEPTH TVPE I DESCRIPTION uses RESISTANCE REMARKS FEET FEET 8LOWS PER FOOT 10 20 JO 40 to
- 0 SAND AND SHELLS l'-'
CLAYEY FINE JJ~p OF
-40
~
54.0' OCK.
VERY HARD SHELL LIMESTONE -
USED BX
'i'i iCJ
- s~
SOME VUGS CORI:: 1-5/8" 57.0' DIA.
~
t--
1 c; l'.O
~
- i
-so SOFT SANDY SHELL LIMESTONE 28 65 (DENSE) 69.0' 7
- 70 I
I SOFT TO MEDIL'M HARD SANDY I
I I
-60 a l SHELL LIMESTONE I
,- 75 75.0 1 I
I 1 rr-r I
I I
I l
SOFT TO HARD SA1IDY SHELL I
5 An
't LIMESTONE -
SOME VtlGS I
I
-70
- 12 l 84.0' A<;
'1' t--
i..
l I
30 NO RECOVERY Q(\\
v
~
I WASH SAMPLE HARD CONCLOMERATIC SHELL CONTAINS BROKEN LL"tESTONE (LIMESTONE AGGREGATE, SHELLS
-An 0 ~
Qt; VUGS) t--
... 1 (\\(\\
63..i.
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-64 Page:
3 of 3 Intake Canal Boring Log C15A - Sheet 3 of 3
(., DUKE ENERGY ELEV. I 0£1>Ti; iSA¥PU:I ~
FEET I FEE, T"IPE '! ~
-100 i
ii:
=
...,in_=
~~..
115 30 I
I i o l SORl"IG NO.C~
N 79,965 E
2,Jos,220 GROIJNO SURFACE EL. +13.60 DESCRIPTION HARD CONGLOMERAIIC SHE~L LIMESTONE AND SHELL LIMESTONE (OENSE WITH VUGS) uses 1...,1... 3,.....,._o'-+----t VERY SOFT DRILLING
- o RECOVERY PENETRATION RESISTANCE BLOWS Pl!R FOOT 10 20 JO.., I 120 r
i 120.8'
"'1
- i-.--i----~~-::-=-==---r-~
I I
r
-110
.... 125 1 p MEDIUM HARD TO HARD SHELL (3. oi h LL'!ESTONE (MEDIUM DENSE To I
37_ }t:::J:::'
VERY POROUS -
VUGS) 124.0' I
= ( 2. 6 !
SOFT TO MEDIUM HARD *SANDY i
22,I...
SHELL LIMESTONE (POROUS 1)0 = (l.J~
10... b
-120 t t
WITH Vt/GS )
134,U' 1)5 !
y I
~
7
-j (0.8)
-u..s.4[139.oi 14... *
- I i
I i ---
j
-l SOFT TO 11£DIUh HARD SAND":{ SllELl
--- ------------t---1 BOTTOM *oF BORING 139.0' I
i I
i I
I '
I !
j I
I !
I I REMARKS TOP OF CASTLE HAYNE P-IEZOHETER INSTALLED
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-65 Page:
1 of 3 Discharge Canal Boring Log C42A - Sheet 1 of 3 BORING NO.W>
N 751810 E 21297,965 GROUND SURFACE EL. +J.§.12g PENETMTION ELEV.
DEPTH isAMP\\£ *!
DESCRIPTION uses RESISTANCE MIIHIIKS FEET FEET TYPE ILOWS 111:11 FOOT 10 "' JO 40 10 LO()SF'. FTtJr c AtJn 1 ~'
CD 0
~
-(15.2) f."
LOOSE TO MEDIUM DENSE CLAYEY
.. )-
5 0
MEDIUM FINE S}ND - TP.ACE OF SP
-(17.5)
SILT 7.0 I 10 LOOSE CLAYEY SAND SC 0
~*
10 0
- (28. 9)
-~.
I VERY LOOSE TO LOOSE SILTY 15 0
-(33.f,)
SM.
It SAND 0
- )
10 n
- 20 l!l"'/ ~
/
l SOFT SILTY CLAY t\\ND SftND
) '
LENSES CL
'.i~t 71,. n*
25 0
'!fl
'-(6-. 3) l~ MEDIUM STIFF SILTY CLAY, S>ND I
I-I-
~~
AND SHELL LENSES CL
-10
/ ' {
?o o*
30 0 ~
-(123.8) t
~
MEDIUM STIFF TO STIFF SILTY 1~
0 r~
'-(84.4)
I'-,_
I r~
CLAY CL
-20 j
,J, 10 n *
"" 40 0
{'
-(90. 0)
<~
STIFF SILTY CLAY WITH SILT
"\\',.
LENSES (6" SP.&CING)
CL
~
I.I. n*
45 0 l'f
'-(94.5)
'I 0
L~
MEDIUM STIFF TO STIFF SILTY I
-(88.3) -
CLAY CI.
- so -
1'r
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-65 Page:
2 of 3 Discharge Canal Boring Log C42A - Sheet 2 of 3
(., DUKE ENERGY ELEV.
DEPTH !SAMPLE FEET FEET TYPE 5~
0
~
~
-l.O 60
..)
~
i
.,_ 65 - lilO<!>
I I
-~o
.... 70 -lI.oo.A V
t-,
--~
7C:.
_-..bQ_ --
RO -
Qi.A
- 85
-ll..0.0.L:,_
V
-70
-1.l.illl.L".
on V
- ILao...:::::...
- 40A
~
V
,,,n 76
'!I I
\\: -~ ff
\\
-~,..
I
~
rS g
~~
-~
~
~-
- r 1.,.....
~
. I *
!~
- o~
...5 9-:
~
~:
..,._1
~
r-,--
~
~
BORING NO.CJiZ.'i N
75, 1:110 E 2,297,%5 GROUND SURFACE EL ;tJa.ac PNETRATION DESCRIPTION uses IIESISTMIC(
REMARKS ILOWS Pf:R FOOT 10 zo IO
~ IO
\\
-~47.3)
MEDIUM STIFF SILTY CLAY -
SOME FINE SANO 54.O'
\\
LOOSE MEDIUM FT!-IE SANO - TRACE
~ :'-,
t-(36.11)
OF SILT ANO SHt:LLS r---..,
TOP OF PC'Cl<
VERY OEl':JSE FINE,,nm 59 Q'
~
SOFT TO MEDIUM HARD.MEDIUM.
~~
DENSE SHELL LIMESTONE 62.6'
\\.l.J.UJ HARO MASSIVE TO SLIGHTLY STARTED NX C'ORING BROKEN DENSE SHELL LI?-'ESTONE (2-1/8" DIA..
(VUGGIE) 67.6' CORE)
MEDIUM HARO SLIGHTLY SPOKEN SHELL LI?-'ESTONE - VE!IY POROUS 70 F,'
SOFT TO MF.OIL'~ HA.RO BROKEN SHELL LIMESTONE (VUGGIE)
- 75. 8 I HARO MASSIVE SHF.LL Lil'ESTONE -
OENSF.
78.J' SOFT TO MEDIUM H.ARO B!!OKEN TO SLIGHTLY BROKEN SHELL LI~STONE
- POROUS RC:. 0 1
HARO BROKEN TO SLIGHTLY B!IOKEN CONGLOMERATIC SHELL Lil'ESTONE (VUGGIE) 88 2' SOFT BROKEN SHELL LIMESTONE -
POROUS, FRIABLE 93.7' VERY BROKEN TO BROKEN CONGLOMERATIC MEDIUM. H~RO TO SHF.LL LIMESTONE v
UPDATED FSAR SITE CHARACTERISTICS CHAPTER 2 FIGURES Revision:
24 Figure:
2-65 Page:
3 of 3 Intake Canal Boring Log C42A - Sheet 3 of 3
(-, DUKE ENERGY LEV.
DEPTH SAMPl£ FEET FEET TYPE
~
~
76 /:'
~
,... 105 -
-90 8
-- 2-<;
... l!O -
- (3.0)
~~~
,... 115-
- (0.8)
-ll.0.0....:..'._
- 100
... 120 -
- (0.4)
-..90..
125
- (0.6)
-,,.l.0.9...8.... 127. f 0
1 II I
~
11~
r=*
T....
- r'.
...;:J
- t l
Cl
- 9.
I; IF""*
~
h*
I-"-
.. It ~
~;-
BORING NO.W'"'
N z~.~*g E, ~22 2ll~
GROUND SURFACE EL. -t=J s ca PENETRATION DESCRIPTION uses RESISTANCE IIOIAIIKS ILOWS. PER,ooT 10 20 JO 40 IO
<:AMF A'<:
ADnu.-
1n1 1 I lfARD SLIGHTLY SPOKEN TO MASSIVE CONCLOl'!F.RA TT C SHELL L Il-'ESTONE 1n~ n*
SOFT TO MEDIU?' HARD SHELL TOP OF Lil-'EsrcNE - SLIGHTLY PORovx 1 11,
CASTLE H>YNF.
MEDIUM HARD SPOKEN SHELL L TM.-o:;TnN~* -
11n n*
MEDIUM HARD VEPY BPOKEN SHELL LIMESTONE - POPOUS 113.6' SOFT TO MEDIL'1'i HARD M>SSIVE TO BROKEN MEDIL~! DENSE SHELL LIMESTONE - SLIGHTLY POROUS 118.3' MEDIUM HARD SLIGHTLY BROKEN t!EDIW. DENSE SHELL LI1"ESTON!l20.~'
SOFT TO 1-'EDitn' HARD SLIGHTLY BROKEN SANDY TEXTL~ED SHELL LIMESTONE - POROUS, FRI>BLE PIEZOHETER INS:rALLED AT BOTTOM. OF BORING COMPLETION 127.8 '
OF BOIUNG I
BORING COMPLETED 1*29-70