ML21194A338
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SHOWN 5 0 5 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1 -I REGIONAL TOPOGRAPHIC MAP
FIGURE 2.1-2 SITE LAYOUT
4 I 3 ~~ 2 I 1 00~88-X-0098 SA Figure 2.1-3 is withheld perRIS 2015-17 0 0
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ST. LOUfS, MO 8600-X-88100 74 4 I 3 ~~ I 2 1
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REFERENCE:
tOPOGRAPHY BASED ON PORTIONS OF U,S,G,S, 7.5 MIN, TOPOGRAPHIC MAP ADVANCE PRINTS:
FULTON SE,MISSOURI QUADRANGLE MONTGOMERY CITY SW, MISSOURI QUADRANGLE MOKANE NE, MISSOURI QUADRANGLE MORRISON NW, MISSOURI QUADRANGLE SECTION L.INES SHOWN ARE APPROXIMATE
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3/4 I I WILU 0.___ _ _ _ __.._ 1000_ _ _ _ __.::.:..rooownua REV. OL-6 6/92 NEW RESTRICTED AREA: 2800 ACRES UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANAlYSIS REPORT FIGURE 2.1-5 PLAN SHOWING DISTANCES TO PROTECTED AREA, EXCLUSION AREA, LOW POPULATION ZONE, RESTRICTED AREA, AND PLANT SITE AREA BOUNDARY.
I laliobury 0
iiALISBUFIY
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FRANKLIN LEGEND:
COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABITANTS
REFERENCES:
Tipton 0 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBDIVISIONS - TOWNSHIPS AND PLACES MAP.
BOEUF
- 2. U.S. BUREAU OF CENSUS, 1981. NUMBER OF I
t.IHABIT ANTS, STATE OF MISSOURI.
~'"'
L..INN CltAWP'OJtO LYON OLinn
""----1 oWeatpbalia THIRD Rosebud MERAMEC CREEK WASHINGTON 0 Owensville CAN~: '
BOONE 0 10 0 BRUSH I CENTRAL Hillsbop, 0 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY JOHNSON OSAGE CALLAWAY PLANT LIBERTY FINAL SAFETY ANALYSIS REPORT Linn Creek 0
camdenton LIBERTY FIGURE 2.1-6 0
TAVIEIIN Crocker 0 REGIONAL CENSUS MAP UNION WARIItiiN 0 1---St_ff" I COURTOIS AUGLAIZE WALTON SHOWING CITIES AND TOWNS
10 MILE RADIUS LEGEND,
- INCORPORATED COMMUNITIES 0 UNINCORPORATED COMMUNITIES REFERENCE*
THIS MAP WAS PRE PARED FROM A PORT! ON 0 F THE FOLLOWING U.S.G.S. MAP: ST. LOUIS. MO., 1962.
I 0 3 ko**..-*.J I MILEs Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-7 SITE VICINITY MAP
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AUUEIIU:
Tl!l 5 IIAI' WAS IM'MfD fliOM A POitTIOM Of THE FOllOWIJIG USGS MAP: ST. lOUIS, Ill., 1"1.
I 0 3 K*-~'\J I
--~ IIIILU Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-8 CURRENT AND PRO"ECTED DISTRIBUTION OF RESIDENT POPULATION 0 TO 10 MILES 1980
N E
DllAil 'A' 88 YEAR 1990 108
- YEAR 1980 REFtREIICt::
TillS IIAP liAS PRt:PMlD 1'11011 A POIITION Of 1Hf:
FOllOWING USGS IIAP: ST, lOUIS, MO., 1!16~.
I 0 2 3 w***..J MILES I
I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-9 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 0 TO 10 MILES 1980 TO 1990
N E
. .TAll 'A' 88 YEAR 2000 1 08
- YEAR 1980 UI'IUIICI:
1111 S - VAS I'UPMID f1ICIM A -TICIII Of '1111 AILUIIIIIIG UICS _ , ST. lAVlS, Ill., 1!62.
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IIIUS I
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 1- 1 0 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 0 TO 10 MILES 1980 TO 2000
N I
OlfAf~ 'A' 88 YEAR 2010 108
- YEAR 1980 MI'IJIIICI:
litiS -VAS "'IMIID - A I'OIITIOII Of 1IC I'IILI.OIIIIIC USGS - : ST. UIUIS, 110., 1tu.
- ~
0 MILES I
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANAlYSIS R'EPORT FIGURE 2.1-11 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 0 TO 10 MILES 1980 TO 2010
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58 YEAR 2020 108
- YEAR 1980 UPIIIIIICI:
1111S IW' VAS NPMID- A l'alTIOI OF TIC IIILUIIIIIIIO USCS IW': ST. LOUIS, Ill., ~.
2 5 I
I MILlS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 0 TO 10 MILES 1980 TO 2020
N I
OITAIL 'A'
_4_8_ * ...;.Y..;;;E.;..;A.;..;R-:2:..;:0~3~0 1 08 YEAR 1980 IIEI'IIIIIICI:
'IIU$ IW' VAS ,.MIIED - A I'CIIITIOI Of 1111 I'OLUIIIIIIIC USCS IW': ST. LOUIS, 110., 1962.
0 IIIILES Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-13 CURRENT AND PRO"'ECTED DISTRIBUTION OF RESIDENT POPULATION 0 TO 10 MILES 1980 TO 2030
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'ITON LEGEND:
-*-- COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABIT ANTS 2238 = YEAR 1980 POPULATION
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBDIVISIONS - TOWNSHIPS AND PLACES MAP.
- 2. U.S. BUREAU OF CENSUS. 1981. NUMBER OF t-.IHABIT ANTS, STATE OF MISSOURI.
10 0 10 20
...,L.-!§j-~*g*!fil'}~~ll::::iiiiiiiiiiiiii~
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1 MILES Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL FETY ANALYSIS REPORT 1- ..~.f* FIGURE 2.1-14
.-N*t')~ II ....
.-_lj..'
.-5.
..iJ< j*
J> ~"" l CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 10 TO 50 MILES r '-:.\ .._,. ~":(
t 1980
~
-~-
1 LEGEND:
-*-*- COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABIT 3141 4012 YEAR 1990 YEAR 1980
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBDIVISIONS
- TOWNSHIPS AND PLACES MAP.
- 2. U.S. BUREAU OF CENSUS. 1981. NUMBER OF INHABITANTS, STATE OF MISSOURL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS R RT FIGURE 2.1-15
(
CURRENT AND PROJECTED DISTRIBUTION
'i.!~:.,:;~
OF RESIDENT POPULATION 10 TO 50 MILES t 1980 TO 1990
~
-~-
1 LEGEND:
-*-*- COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABIT ANTS 3377 YEAR 2000 4012
- YEAR 1980
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBOIYISIONS- TOWNSHIPS AND PLACES MAP.
- 2. U.S. BUREAU OF CENSUS, 1981, NUMBER OF INHABITANTS, STATE OF MISSOURI.
10 0 10 20 CfN'!'~A;..
!pH,;,.,., l ;*
.. ~~liiiiiiiiiiiiiiiiiiiil
...s*g*5iJ!*Il L....,
~+)II+~ .I 1
I MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLAN.T FINAL FETY ANAL Y RE RT FIGURE 2.1-16
(
CURRENT AND PROJECTED DISTRIBUTION
.;t<Ht<:..,:;~.<;
OF RESIDENT POPULATION I 0 TO 50 MILES t 1980 TO 2000
- Jd<,rn*oe City
- ~::u~I'IOE C",.lf:k'!
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/-
81.<>.:.-ill<o 1
LEGEND:
-*-*- COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABIT ANTS
-*3038 4012 YEAR 2010 YEAR 1980
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBDIVISIONS - TOWNSHIPS AND PLACES MAP.
- 2. U.S. BUREAU OF CENSUS, 1981, NUMBER OF INHABIT ANTS, STATE OF MISSOURI.
10 0 10 20
.....,~~-g*§l*~*J 0114(+ + ~ ~~~--~!
MILES
... I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-17
-1 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION r -I 10 TO 50 MILES 1980 TO 2010
~
-~-
LEGEND:
-*-- COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABITANT
-*2701 4012 YEAR 2020 YEAR 1980
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SU8DIVISIONS -TOWNSHIPS AND PLACES MAP.
- 2. U.S. BUREAU OF CENSUS, 1981, NUMBER OF INHABITANTS, STATE OF MISSOURI.
10 0 10 20 t..r-s-~~g*!lld~~~~--_,,
~-<*1!!1 ~- .
MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANAL Y IS REPORT FIGURE 2.1-18 CURRENT AND PRO-JECTED DISTRIBUTION OF RESIDENT POPULATION 10 TO 50 MILES 1980 TO 2020
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<TON I
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I Y N~~ l~ar LEGEND:
t-*rar:~< H'l I -*-*- COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 0 PLACE WITH FEWER THAN 2500 INHABIT ANTS 2383 YEAR 2030 4052 YEAR 1980
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBDIVISIONS - TOWNSHIPS AND PLACES MAP.
- 2. U.S. BUREAU OF CENSUS. 1981. NUMBER OF INHABITANTS, STATE OF MISSOURI.
'j
- +* ..~
10 0 10 20
-s-5l*§l*~*J~~lr::,.iiiiiiiiiiii1' fit+JI+_~
..,L. ... I iI ' MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-19
(
CURRENT AND PROJECTED DISTRIBUTION
)~;,,,.,_""'
OF RESIDENT POPULATION 10 TO 50 MILES 1980 TO 2030
10,000,000 ,-------.----,---..,----,-----,----,---.-------.---*~-~. -!~D lA~ PI1!NT _
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MILEs FROM strE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAl-t! Y ANAL Y:::,i:::, kt:f-'UI< I FIGURE 2.1-20 COMPARISON OF CUMULATIVE POPULATIONS
10,()()),000
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1,000 0 10 20 30 40 50 60 70 MILES FROM SITE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAF!:lY ANALYSIS REPORT FIGURE 2.1-21 PROJECTED CUMULATIVE RESIDENT POPULATIONS, SERIES n:., 1965- 1975 MIGRATION
- =~==~:~~~:~~:--_-_--~;:_-_++-------+r--==:==:-
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IH----t-1--+--+---+---+--- r-------L- -f -+---1---+--+---1 I000 W-~L--L---L--~--J--L---L-~~~--~~~--_L--~--=70 0 10 20 30 40 I 50 60 MILES FROM SITE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-22 PROJECTED CUMULATIVE RESIDENT POPULATIONS, SERIES U, 1965- 1975 NO MIGRATION
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MIGRATION 1,0000 10 20 30 40 I 50 60 70 MILES FROM SlfE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-23 PROJECTED CUMULATIVE RESIDENT POPULATIONS, SERIES I , 1965-1975 MIGRATION
IO,OOO,()(X)
IO~ple/Mi 2-
...,. -y- I I v
v -- - I I 500 People/ Mi
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!()(X) 0 J I I 10 20 30 40 50 60 70 Ml L ES FROM SITE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAH:TY ANALYSIS REPORT FIGURE 2.1-24 PROJECTED CUMULATIVE RESIDENT POPULATIONS, SERIES I . 1965 -1975 NO MIGRATION
CALLAWAY - SA Figure 2.1-25 HAS BEEN DELETED
CALLAWAY - SA Figure 2.1-26 HAS BEEN DELETED
~
-~-
1 lEGEND:
- lOCATION OF FACILITY
~
I. SOUTH CALLAWAY COUNTY R* 2 SCHOOL
- 2. OSAGE COUNTY R*l SCHOOL
~FACILITIES
- 3. STATE HOSPITAl NO. I
- 4. RIVERVIEW NURSING HOME CORRECTIONAL FACILITIES
- 5. CHAMOIS JAIL (TEMPORARY LOCKUP)
RECREATION FACILITIES
- 6. RIVERSIDE PARK AND CHAMOIS ACCESS
- 7. LIONS ClUB COHHIJN lTV PARK
- 8. LIONS BALLFIELD
- 9. GUN ClUB
- 10. MOKANE ACCESS 11
- HARMONY H 1LL YOUTH CAMP
- 12. GLOVER SPRING lAKE
- 13. LOST CANYON LAKE
- 14. THUNDERBIRD LAKE
- 15. REFORM WILDLIFE MANAGEMENT AREA I
b
- d 0 .
2 3 I
MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-27 PUBLIC FACILITIES 0 TO 10 MILES
.SITE LEGEND 8 r>.\~T,~RSEeTION VICTOR ROUTE 10 0 10 NOTE:
Rev. OL-0 MILES THE CORRIDOR FOR LOW ALTITUDE ROUTES EXTENDS 4 NAUTICAL MILES ON EITHER SIDE OF CENTERLINE. 6/86
REFERENCE:
UNION ELECTRIC COMPANY
- 1. U.S. DEPARTMENT OF COMMERCE, NOAA; OPERATIONAL CALLAWAY PLANT NAVIGATION CHART, KANSAS CITY; G-20, FINAL SAFETY ANALYSIS REPORT 2, U.S. DEPARTMENT OF COMMERCE; KANSAS CITY, SECTIONAL AERONAUTICAL CHART; 21ST EDITION; DECEMBER 28, 1978. FIGURE 2.2- I
- 3. UNITED STATES GOVERNMENT FLIGHT INFORMATION LOW ALTITUDE AIR ROUTES PUBLICATION; ENROUTE HIGH ALTITUDE-U.S.;
NORTH EAST, H-3. AND AIRPORTS
LEGEND:
\ ,o c'" "-
'1 i ,.*#
/ INTERSECTIG/ ""\
JETR~ ~***
\
10 0 10
- - - ARRIVAL ROUTE NOTE:
THE CORRIDOR FOR HIGH ALTITUDE ROUTES EXTENDS Rev. OL-0 4 NAUTICAL MILES ON EITHER SIDE OF CENTERLINE. MILES 6/86
REFERENCE:
- 1. U.S. DEPARTMENT OF COMMERCE, NOAA; OPERATIONAL NAVIGATION CHART, KANSAS CITY; G-20. UNION ELECTRIC COMPANY 2, U.S. DEPARTMENT OF COMMERCE; KANSAS CITY, CALLAWAY PLANT SECTIONAL AERONAUTICAL CHART; 21ST EDITION; FINAL SAFETY ANALYSIS REPORT DECEMBER 28, 1978.
), UNITED STATES GOVERNMENT FLIGHT INFORMATION FIGURE 2.2-2 PUBLICATION; ENROUTE HIGH ALTITUDE-U.S.;
NORTH EAST, H-3. APPROACH AND HIGH ALTITUOE 4, JEPPESEN AIRWAYS MANUAL; JEPPESEN APPROACH AIR ROUTES CHART, STANDARD TERMINAL ARRIVAL; JEPPESEN SANDERSEN, INC., DENVER, APRIL 13, 1979.
2
~-Y..J ~
0 MILES 2
I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-3
REFERENCE:
MISSOURI STATE HIGHWAY DEPARTMENT; LAND AND WATER GENERAL HIGHWAY MAP OF CALLAWAY, MISSOURI; OCTOBER 1, 1977. TRANSPORTATION ROUTES
LEGEND
- 1. REACTOR BLDG.
- 2. TURB IHE BLDG.
- 3. CON.TROL BLDG.
- 4. AUXILIARY BLDG.
~. DIESEL GENERATOR BLDG.
- 6. FUEL BLDG.
- 1. RAOIAS TE BLDG.
- a. ORUII STORAGE (SOLID USTE)
- 9. AUX Ill ARY 801 LER ROOII I 0. COHTRO L BLDG. COMIIUIII CATIONS CORR.
II. HOT IIACH IHE SHOP
- 12. ESSENTIAL SERVICE lATER PUIIPHOUSE
- 13. SIITCHYARO LEGEND CONTINUED 14. SERVICE BLDG.
127. TRAINING CENTER 15. FIRE lATER STORAGE TANKS 129. TECHNICAL SUPPORT CENTER 131
- UNDERGROUND DIESEL FUEL STORAGE TANK 16 FUEL 01 L STORAGE TANK 137. U TCHIIAN GATEHOUSE 11. FIRE PUIIPHOUSE 139. GAS CYLINDER STORAGE 140. SOLVENT STORAGE TANK 18. COOLING lATER SYSTEII PUIIPHOUSE 141. ULTIIIATE HEAT SINK COOLING TOlER NO. 2 (CIRC' SERVICE)
{FOUND AT I ON TO FINISH GRADE DNL Y) 19. OEIIINERALI ZED ' POTABLE lATER PLANT I H. ANNEX BLDG.
148.. HEALTH PHYSICS-CALIBRATION FACILITY 20. COOLING TOlER U6. RECLAIIIED OIL STORAGE TANK 21. C02 STORAGE 141. fELL NO. 3 22. HYDROGEN STORAGE l<~j. MAINT.OUfAGE FACILITY 23. ULTIIIATE HEAT SINK RETENTION POND 939- SECURITY RESPONSE CENTERS 24. PARK ING-llPERAT I ONAL
- 25. ULTIWATE HEAT SINK COOLING TOWER NO. I
- 26. lATER TREATIIENT PLANT
- 27. CONDENSATE lATER STORAGE TANK
- 28. REACTOR IIAKEUP lATER STORAG£ TAll<
- 29. REFUELING lATER STORAGE TANK
- 30. DEIIINERALIZED lATER STORAGE TANK
- 31. START-UP TRANSFORIIER
- 32. IIA IN TRANSfORMERS
- 33. UNIT AUX Ill ART TRANSFORMER
- 34. ESF TRANSFORMER-CAPACITOR BANK
- 35. STATION SERVICE TRANSFORII£R lEGEND 39. SECURITY BLDG, Sit TCHYARO fENCE 40. NEUTRAL! ZAT ION TANK
-*~*-
- 41. lATER TREATMENT PLANT CONTROL BLDii.
PROTECTED AREA FENCE 42. Sll TCHYARO CONTROL BLDG.
-*--*- DINER CONTROL FENCE 43. IIAIN PERIIANENT ENTRANCE
- 53. SEIAGE TREATIIENT PLANT
- 55. 0 Ill lAST£ TREATMENT AREA
- 57. OXYGEN STORAGE
- " ---y,r- GATE 72. NITROGEN STORAGE 111111 111111111111111 I'LANT RAILROAD (1) 75. BULK CHEll I CAL STORAGE
- 79. STORES BLDG.
PLANT ROAD 116. EQUALIZATION BASIN 117. COOLING lATER CHEIIICAL CONTROL AREA
DISTRIBUTION PIPING Ill. AUXILIARY OIL TRANSFER Ill. SPARE .IIA IN TRANSFORIIER STORAGE AREA "Y I NTERFACt 120. UHOER9ROUNO 0 I ESEL FUEL STORAGE TANU 121.ABOVEGROUNDGASOLINE STORA~ TAHI(
122. SECURITT DIESEL GENERATOR ILOci.
123. SECOIIOA@Y ACCESS FACILITY 200 0 20t .... I H. DIESEL FUEL SIURAGE TANK
~-- ICAlt: IN FEET I (1) PLANT RAILROAD TRACKS HAVE BEEN REMOVED (2) This FSAR Figure is only updated to show changes that affect the hydrogen systems UNION ELECTRIC COMPANY storage & distribution. For the current site layout see FSAR CALLAWAY PLANT Figure 1 .2-44. FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-4 HYDROGEN SYSTEM STORAGE &. DISTRIBUTION REV. 14 10/08
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20 10 0 10 20 30 40 50 ko*.<t;,.U u u MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-1 CLIMATOLOGICAL STATIONS
- !! I '\ \
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N
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- OCCUPHENCES,l9195o59: SEVERE LOCAL QP[HATIO~Sl1SIOFFIC[ M~~(~~OCH.
0 WBTM FCST -1967 ES STORM OF M£11) r
- tVER SPRING, MO. LOGICAL 6
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...... 05~
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REFERENCE:
P4UTl, ~<.l ** 1969* SEVER£ LOCAl STORK OCCURRENCES 1955*1967. ESSA TECH. MEr-ll 0 '*BTM FCST :2, OFfiCE OF METEOROLOGICAL r OPERATIONS, SILVER SPRING, MO.
6
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REFERENCE:
PAUTZ, M,E., 1969: SEVERE LOCAL STORM 0 OCCURRENCES 1955*1967. ESSA TECH. MEMO r WBTH reST 12, OFFICE OF METEOROLOGICAL OPERATIONS, SILVER SPRING, MO.
6
N N NNW NW NE NW sw sw s s WINTER SPR lNG N N NNW NNE E
s s SUMMER FALL LEGEND: Rev. OL-0 6/86 18+
CALM 1 0 8 8-18 UNION ELECTRIC COMPANY CALLAWAY PLANT 0 5% 10°/o 15°/o FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-5 SURFACE WIND ROSES FOR THE PERIOD 1951-1959 COLUMBIA 1 MISSOURI
N s
LEGEND:
0-5.0 5.0-15.0 > 15.0 SCALE (KNOTS)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT ANEMOMETER HEIGHT 48 FEET FINAL SAFETY ANALYSIS REPORT
REFERENCE:
3-HOURLY NATIONAL WEATHER SERVICE WIND FIGURE 2.3-6 DATA, 1960-1969*
SURFACE WIND ROSE AT COLUMBIA, MISSOURI
'"'\3 26}
10 METER LEVEL 60 METER LEVEL
~
(5 62}- MEAN WINO SP!:ED (m/sec) FOR SECTOR WIND SPEED Rev. OL-0 (M!SEC) 6/86
> 10 7 5- 10 0 UNION ELECTRIC COMPANY 50-75 CALLAWAY PLANT 3 0 -50 FINAL SAFETY ANALYSIS REPORT I5 - 30 0 0- 1.5 FIGURE 2.3-7 WIND ROSES MONTHLY- THREE YEARS COMBINE SHEET I OF 7
"'{4 !7) N (!!, 72)
MARCH MARCH 10 METER LEVEL 60 METER LEVEL N (4 20) N{571}
APRIL APRIL 10 METER LEVEL 60 METER LEVEL Rev. OL-0 LEGEND
{5 62)- MEAN WIND SPEED 6/86 (m/uc) FOR SECTOR WIND SPEED UNION ELECTRIC COMPANY
{M/SEC}
> 10 CALLAWAY PLANT 7.5-100 FINAl SAFETY ANALYSIS REPORT 50-75 FIGURE 2.3-7 3.0 - 5 0
\.5 - 3 0 WINO ROSES 0 0- I 5 MONTHLY- THREE YEARS COMBINE SHEET 2 OF 7
N (3 57) N (4 61)
JANUARY JANUARY 10 METER LEVEL 60 METER LEVEL N\4 50) N {6 3'31 FEBRUARY FEBRUARY 10 METER LEVEL 60 METER LEVEL Rev. OL-0 LEGEND 6/86
{5 6Z) - M(AN WINO SPUD (m/sed FOR SECTOR WINO SPEED UNION ELECTRIC COMPANY (M/SEC)
>10 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 7 5 !00 50 7 5 FIGURE 2.3-7 30 50 I 5 3.0 WINO ROSES 0.0 ! 5 MONTHLY- THREE YEARS COMBINE SHEET 3 OF 7
5Zl
( ~ 501"'"
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JUNE JUNE 10 METER LEVEL 60 METER LEVEL Rev. OL-0 LEGEND (5 62}- MEAN vm>~D S?HD 6/86
{m/nc) FOR SECTOR WIND SP££0 UNION ELECTRIC COMPANY
{M/SEC I
> 10 CALLAWAY PLANT 7 5- 10 0 FINAL SAFETY ANALYSIS REPORT 50 7 5 FIGURE 2.3-7 30 50 1.5 30 WIND ROSES 00 I5 MONTHLY- THREE YEARS COMBINE SHEET 4 OF 7
N(225l N (4 061 JULY JULY 10 METER LEVEL 60 METER LEVEL N {2: 4!) N (3 83)
AUGUST AUGUST 10 METER LEVEL 60 METER LEVEL Rev. OL-0
~
(5 62)- MEAN WIND SPEED 6/86 (rn/ne) FOR SECTOR WIND SPE"ED (M/SEC)
UNION ELECTRIC COMPANY
> 10 CALLAWAY PLANT 7 5-100 FINAL SAFETY ANALYSIS REPORT 50- 7 5 FIGURE 2.3-7 30- 50 1.5 - 3 0 WIND ROSES 0.0- I 5 MONTHLY- THREE YEARS COMBINE SHEET 5 OF 7
(2 961 5 {3 24)
SEPTEMBER SEPTEMBER 10 METER LEVEL 60 METER LEVEL N (3 15) N(537) s (5 28)
OCTOBER OCTOBER 10 METER LEVEL 60 METER LEVEL Rev. OL-0 lEGEND 6/86
(!!i 62) MEAN WINO SPEED (m/ue) J.'Of< SECTOR WIND SPEED UNION ELECTRIC COMPANY (M/SEC)
> iO CALLAWAY PLANT 7 5- 10.0 FINAL SAFETY ANALYSIS REPORT 50-75 FIGURE 2.3-7 30-5 0 j 5 -3 0 WIND ROSES 0.0- I 5 MONTHLY- THREE YEARS COMBINE SHEET 6 OF 7
N\3 69) '01 (4 69} 03)
NW
{5 87) " 1:3821 s Oi"!l NOVEMBER NOVEMBER 10 METER LEVEL 60 METER LEVEL N ( .. 07) N 15 061 DECEMBER DECEMBER 10 METER LEVEL 60 METER LEVEL Rev. OL-0 h§END (5 62) - MEAN WINO SPEEO 6/86 (m/sec} FOR SECTOR WINO SPEED (M/SEC)
UNION ELECTRIC COMPANY
> 10 CALLAWAY PLANT 7 5-100 FINAL SAFETY ANALYSIS REPORT 50- 7 5 FIGURE 2.3-7 3 0 - 50 I 5 - 30 WIND ROSES 0 0- I 5 MONTHLY- THREE YEARS COMBINE SHEET 7 OF 7
N(499)
N (3 12l 10 METER LEVEL 60 METER LEVEL LEGE NO (5 62)- MEAN WIND SPEED (m/$tc) FOR SECTOR WINO SPEED Rev. OL-0 (M!SEC)
> 10 6/86 7 5-100 UNION ELECTRIC COMPANY 50- 7 5 CALLAWAY PLANT 3 0 - 50 FINAL SAFETY ANALYSIS REPORT I 5 - 3 0 0 0- I 5 FIGURE 2.3-8 WIND ROSES ANNUAL 1973 -1974
N {5 03)
N (3 24) 10 METER LEVEL 60 METER LEVEL
~
(S 62) - MEAN WlND SPEED
{m/sec) FOR SECTOR W\NO SPEED Rev. OL-0 (M/SEC) 6/86
> 10 7 5-10 0 UNION ELECTRIC COMPANY 5.0- 7 5 CALLAWAY PLANT 30-5 0 FINAL SAFETY ANALYSIS REPORT I 5 - 30 0 0- I 5 FIGURE 2.3-9 WIND ROSES ANNUAL 1974-1975
N (Z ~6) 10 METER LEVEL 60 METER LEVEL N 1'>62) 90 METER LEVEL LEGEND
{5 62)- MAN WINO SPEED
( m/:t$c) FOR SEC TOR WIND SPEED Rev. OL-0 (M/SEC) 6/86
> 10 7 5 -IQ_Q UNION ELECTRIC COMPANY 50-75 CALLAWAY PLANT 3 0 -50 FINAL SAFETY ANALYSIS REPORT I 5 -3 0 0 0- 1.5 FIGURE 2.3-10 WIND ROSES ANNUAL 1978- 1979
.... ~ ,, -
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.... lt[Ftll[IIC£:
lOPOGRAPHJ IAS£D o* PORTIONS OF U.S.C.S. 7.5 "'**
O>::D 10POGRAPHIC MP ADVANCE PRINTS:
-(J) f'Ul10* SE."ISSOURI QUADRANGLE
~:c:: IGIITGOtiERY CITY SW, MISSOURI QUADRANGLE IGUII£ liE, "ISSOUitl QUADRANGLE 0 IGRRISOM Ill. "ISSOURI QUADRANGLE r SECTIOM LINES SHOWM ARE APPROXIMATE 6
~
-~-
1
REFERENCE:
THIS MAP WAS PREPARED FROM A PORTION OF KANSAS CITY SECTIONAL AERONAUTICAL CHART.
10 0 10
- ~
-- -~----- -
MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-12 TOPOGRAPHIC FEATURES WITHIN A 50 MILE RADIUS OF THE SITE
i§ ~1:1 ~i 8
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UNION ELECTRIC COMPANY VERTICAL EXAGGERATION *4X CALLAWAY PLANT FINAL SAFETY ANALYSIS. REPORT FIGURE 2.3-13 TOPOGRAPHIC CROSS SECTIONS WITHIN A 5 MILE RADIUS OF THE SITE SHEET I OF 4
N t.t ..,
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- 4X CALLAWAY PLANT FINAL SAFETY ANALYSIS. REPORT FIGURE 2.3-13 TOPOGRAPHIC CROSS SECTIONS WITH!~
A 5 MILE RADIUS OF THE SITE SHEET 3 OF 4
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- 4X CALLAWAY PLANT FINAL SAFETY ANALYSIS . REPORT FIGURE 2.3-13 TOPOGRAPHIC CROSS SECTIONS WITHIN A 5 MILE RADIUS OF THE SITE SHEET 4 OF 4
1000 NORTH (0°)
750
..J
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250 0~------~--------~------~--------L-------~------_j--------~-------L--------L-----~
0 5 10 15 20 25 30 40 45 50 DISTANCE FROM SITE (MILES) 1000 NORTH NORTHEAST (22.5°)
750
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0 i=
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250 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0~------~~------~--------~-------L--------~-------L--------L--------L--------~------_j 0 5 10 15 20 25 30 35 40 45 50 FIGURE 2.3-14 DISTANCE FROM SITE (MILES) TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET I OF 8
1000 NORTHEAST ( 45°)
750
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0 5
l.tJ
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0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 EAST NORTHEAST (67. 5°)
750
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2
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0 5 10 15 20 25 30 35 40 45 50 FIGURE 2.3-14 DISTANCE FROM SITE (MILES) TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 2 OF 8
1000 750
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1-w w
LJ..
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0 1-
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250 0~------~L- _______ L_ _ _ _ _ _ _ _L __ _ _ _ _ __L_ _ _ _ _ _ _ _L __ _ _ _ _ __L_ _ _ _ _ _ _ _L ________L________i ________J 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 EAST SOUTHEAST (112.5°)
750
..J en 1-w w
~
500 z
0 i=
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250 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0~------~~-------L ________L __ _ _ _ _ __L_ _ _ _ _ _ _ _L________L________L________ l________i ________J 0 5 10 15 20 25 30 35 40 45 50 FIGURE 2.3-14 DISTANCE FROM SITE (MILES) TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 3 OF 8
1000 SOUTHEAST (145°}
750
- J C/)
- 1!:
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0 1-
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0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 SOUTH SOUTHEAST (167. 5°}
750
...1 C/)
- 1!:
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0 1-
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250 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0~--------~--------L-------~--------~---------L--------~--------~--------L-------~--------_j 0 5 10 15 20 25 30 35 40 45 50 FIGURE 2.3-14 DISTANCE FROM SITE (MILES) TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 4 OF 8
1000 SOUTH (180°)
750
- J en
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________ 25 J __ _ _ _ _ _ _ _J __ _ _ _ _ _ _ _~--------~--------~------~
30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 SOUTH SOUTHWEST (202.5°)
750
...J en
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0 5 10 15 20 25 30 35 40 45 50 FIGURE 2.3-14 DISTANCE FROM SITE (MILES) TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 5 OF 8
1000 SOUTHWEST (225°)
750
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750
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1000 WEST (270°)
7~0 2
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7~0
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5 10 1!5 20 25 30 35
________!_______~L________j________~--------:7------~:~------:4~o~------~4~~-------;5o FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN DISTANCE FROM SITE (MILES)
A 50 MILE RADIUS OF THE SITE SHEET 7 OF 8
1000 NORTHWEST {315°)
750
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~
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0 1-
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250 0~------~~------~--------l ________ _ L_ _ _ _ _ _ _ _L __ _ _ _ _ __ L_ _ _ _ _ _ _ _i __ _ _ _ _ _~--------~------_j 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 NORTH NORTHWEST (337.5°)
750
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I 1-w w
500 z
0
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250 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0~--------~--------~--------_L _________L_________L________~-------~--------~--------~--------__J 0 5 10 15 FIGURE 2.3-14 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 8 OF 8
I 3000- LEGEND:
I
+
0 NATURAL DRAFT MECHANICAL DRAFT I I~~
2500- --- rv 20"/o ERROR LIHITS I~+ 1: I
/~ /
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10 00 1
15 00 1
20 00 1
25 00 1
30 00 PREDICTED PLUME LENGTH {m)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT
REFERENCE:
TVA PARADISE STEAM PLANT; FIGURE 2.3-15 PARADISE, KY., WINTER, 1973.
OBSERVED VERSUS PREDICTED COOLING TOWER VISIBLE PLUME LENGTHS
60.---~---,,---,----,----.---~----.----.----.---~
Ta,Xa I
5 10 15 20 25 30 35 40 45 50 TEMPERATURE, °C Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-16
REFERENCE:
PSYCHROMETRIC CHART, GENERAL ELECTRIC SATURATION MOISTURE CONTENT co., 1968.
OF AIR AS A FUNCTION OF TEMPERATURE
100 90
-~ I DROPLETS FALL I
""1111 80 ~ TO GROUND i
~
0
- r.:
70 60
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~
0: 50 DROPLETS DISPERSED BY
!::?
a:
,~
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- t:
~
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(/)
0
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20 \
10 0
0 50 100 150 200 250
'\
~
300 INITIAL DROPLET RADIUS (.J..Lm)___.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY
REFERENCE:
CALLAWAY PLANT SLAWSON, P.R., 1976: COOLING TOWER DRIFT FINAL SAFETY ANALYSIS REPORT DEPOSITION-PROGRAM GUIDE TO ENDRJFT II, (NVIROOYNE LTD. REPORT, APRil* FIGURE 2.3-17 DRIFT DROPLET DISPERSION VERSUS RELATIVE HUMIDITY
EXPLANATION X MECHANICAL WEATHER STATION, SITE C-5 REFORM, MISSOURI ELEVATION 8!52 FEET ABOVE M.S. L.
y PERMANENT METEOROLOGICAL TOWER ELEVATION 824 FEET ABOVE M.S.L.
e NATURAL DRAFT COOLING TOWER 0 5000
)If z~
N Ql I
- PLANT STRUCTURE 5000
-- FEET OP1 CD
,o NOTE: Unit 2 was cancelled in 1981.
HAP
REFERENCE:
r-::I: tOPOGRAPHY BASED ON PORTIONS OF U,S,C,S. 7.~ MIN.
J>l>
zZ m:n
-(I)
TOPOGRAPHIC MAP ADVANCE PRINTS:
..... 0 co<
- m. MONTGOMERY CITY SW, MISSOURI QUADRANGLE l> MOKANE NE, MISSOURI QUADRANGLE r- 0 MORRISON NW, MISSOURI QUADRANGLE r;- SECTION LINES SHOWN ARE APPROXIMATE 0
~-~
I I L ~
YARD GUY ANCHORS
(*"',/
- ~
,,*, 65' TO FARM ROAD FARM ROAD Ref. dwg. -J-373-00014 FEET UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-19 PLOT PLAN OF PERMANENT METEOROLOGY TOWER FACILITY REV. 1 1/09
RS-231 TO
-~ D FIBER CONVERTER ttf--- FIBER OPTIC CABLE PLANT PROCESS COMPUTER ROOM PLANT COMPUTER RS-232 TO ~--~/
FIBER CONVERTER UNION ELECTRIC COMPANY CALLAWAY ENERGY CENTER FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-20 REF. DWGS' SYSTEMATIC DIAGRAM OF J-313-00029 J-373-00030 DATA PROCESSING REV. OL-23 6/18
5r---~r2~---r-----r----,_____,_____~----~----~----+-----+---~
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NOTES: Rev. OL*O
- 1. BASED ON HOURlY ONSITE DATA 12/22/78 6/86 THRU 4/23/79.
- 2. NUMBERS REPRESENT OBSERVATION PER UNION ELECTRIC COMPANY 1°C TEMPERATURE CLASS.
- 3. CURVE IS EYE FITTED BETh'EEN -100 AND CALLAWAY PLANT 0°, CONSTANT= 3.9°C BELO'w -100 AND FINAL SAFETY ANALYSIS REPORT CONSTANT 0.65°C ABOVE oo.
FIGURE 2.3-21 TEMPERATURE VERSUS DIFFERENCE BETWEEN COOLED MIRROR AND LITHUM CHLORIDE DEWPOINTS
z oo "11ITI X
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REFERENCE:
-J> tOPOGRAPHY BASED ON PORTIONS OF U.S.C.S. 7.5 MIN.
r-t 0>:::0 TOPOGRAPHIC MAP ADVANCE PRINTS:
ITt -co FULTON SE,MISSOURI QUADRANGLE CAo ~:<: MONTGOMERY CITY SW, MISSOURI QUADRANGLE z 0 MOKANE NE, MISSOURI QUADRANGLE MORRISON NW, MISSOURI QUADRANGLE (A r SECTION LINES SHOWN ARE APPROXIMATE 6
OSAGE CO.
I CALLAWAY CO.
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SEC 7 SEC 6 SEC. 31 SEC. 25 SEC. 24 SEC. 14 SEC. II SEC. 2 T45 N T46N R7w!R8W Rev. OL-0 FEET 6/86
!000 0 2000 5000 hndnn' I I I I I UNION ELECTRIC COMPANY VERTICAL EXAGGERATION= 4 X CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-2 TOPOGRAPHIC PROFILES SHOWING RELATIONSHIP BETWEEN PLANT SITE AND MISSOURI RIVER VALLEY
(0) 00£88-X-0098
,,. ' l 50 0 0 N 100,250
/*
- ' .*. PROBABLE MAXIMUM PRECIPITATIOt-1 CP.M.P.) OVERFLOW POINTS POiNT NO. N E POINT NO. N, E INCDRP. INCORPORATE MP 13-0009, MP 03-1017 31 99,973.9 99,028 FCN FCN 25 I 100,631 100,106 32 99,814.5 99,051.7 2 100,600 100,107.5 33 3 100,940.3 99,340.0 98.890.9 98. 578 34 4 100,985.4 99,331.9 35 99,926.2 98.200 98_.524.3 100,320 5 100.600 99,826 36 97,943.2 99.955.5
\ 7 99,915.6 99.685 37 100,985.4 100 '38 0
- ~-----1:-----f --~- ---- ~-- ___ -,-_. -f ------ ---*-~::-~"- --~,,--~_ ---,-
8 9
99,814.5 99,593.08 99,564.5 99,528 38 101,011.6 1001050
~~>...: '
' 10 99,814.5 99,475.5 39 99,825:3 98,677.8 40 98,910 I \1' - 9 8 ' 90 5
' ' .;.. I '
.. --- II 99,774 100,117
' . ' 17 99,900 TO 100,140 100,133 41 99,313 100,145 TO 100.456.3 18 99.718 100.133 42 100,843.6 100,340.2
/ 19 100.907 100.380 44 9~,313 99,750 TO 100,145 INCORPORATE
-- 20 99.550 100.133 MP 15-0028.
I ' ~- 21 99.718 99.707.9 45 9~,810 100,210 FCN-01
--~
I 22 99.550 99.742.5
"' /
I 23 99.350 99.835.4 TO 100.133 I
I 24 99,313 96,612 TO 100.145
/ 26 100,948.4 99,752.6 27 100,655.3 99,604.6 *'REFER TO SITE CALCULATIONS FOR DRAINAGE INCDRP.
28 100,948.4 99,486.2 AREAS, OVERFLOW POINTS AND PONDING MP 15-0004.
_J. - . --*- \
29 100,012.1 99,595 ELEVATIONS. DATA ON THIS FIGURE MAY NOT 30 100.985.4 99,340 BE AS-BUILT.
CONTRACTOR
/ I PARKING LOT t=~----"" I I
WAREHOUSE I
I I
I P.M.P. OVERF NOT INCLUDED IN TABLE BECAUSE NO POINT FOR THIS .. .,
-l I
CATEGORY ONE STRUCTURES ARE IN IT'S /
I _ _ _ ___c"o::;11---+----------Lf,--,___ ,_+"'ff+m+*l CONTRIBUTING WATERSHED. HOWEVER, TH IS ARE A IS IN CLU OED IN THE TOTAL .**.
/
/. ...
I DRAINATE AREAS OF DOWNSTREAM OVERFLOW TRANCE DCA ACCESS IL ITY POINTS.
tJ.r--i
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i I 837.50 I
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t ISFSI SUPPOR I : ~____/
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- STORAGE " *** I
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X BLDG. *
- t
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- "!-O*P7 .QQ SECURITY BARRIER 837.50': *'. **
/ ( -w~,*" *
', SEE owe. 8600-X-175'248 *
\
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\ HCST FACILITY
\ I WORK FACILITY 0 \ -.... MGMT.BLDGI 0 "'"'.
0 CONCRETE-~ TURNING SLAB SWALE SLAB SEE DWG. HAUL PATH-/" *
\ 8600-X-88861 .\~
8 \ __....' / \
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- SEE OWe. 8600-X-175248 -- *** /
837.61 *
/ 0
+ * /
,845.0
- G : /
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SECURITY BARRIER--~~
SEE DWG. 8600-X-175247 /
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I SEE owe. 8600-X-175246 *
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ABANDONED. ' '
PROPERTY - GRADING P.M.P. DRAINAGE PLAN
/
\
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/
./ '
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.. UNION, ELECTRIC COMPANY I : ,'
N9 ST. (Q) 29 I. ,
r-8-;;.507--=-:~=-=:-=-=-:-=-=-:=-=--=~-=-==---:----=-==-=-=---------~---- -----~--~----------------=-==-=--=------=-t_R_E-:-A_CT~O~R_BL_D_G~.--~r.-r-- ___8=--=5=,0 WATER TREATMENT E. S. W. S COOLING TOWER - t ROAD 84o I L_P_L!N_J~RAD~-- .. -
\
83~0________________________~\~-m~~~~~~~-7~----------------------------------------~~--~~
I v 'I
\ RETENTION POND SECTION A-A LOOKING SOUTHWEST
< REACTOR BLDG. THRU t OF REACTOR BLDG.
850 850
. TO CONSTR. t ROAD 840 g I PLANT AREA - - ! £40
~~
1830
...JO::
0 t--
-y L-V
....J PLANT GRADE \ I VT' 830
~ ul 820 t-<C ccw 20::
~
\ EXCAVATION FOR CANCELLED UNIT 2 II 820 810 810 t REACTOR BLDG.
850 850 SWITCHYARD - - - - - ROAD t ROAD 840 L-- ---~"---J' LANl_G.RADl_ __ -v"-- - - -
830
'-=--=---'=---- ---- ------------------------------~------- --
ELEVATIONS IN FEET-MSL SECTION B-B LOOKING NORTHWEST REACTOR BLDG.
THRU t OF REACTOR BLDG.
TO COOLING TOWER AREA-- 850 t ROA-D----~--- t ROAD T ROAD Rev. OL-0 840 ! I RR 6/86 UNION ELECTRIC COMPANY
_ _ _ _JI CALLAWAY PLANT 830 PLANT GRADE FINAL SAFETY ANALYSIS REPORT
~~~~----------- ---------------------------------~~
REFERENCE DRAWING FIGURE 2.4-4 FSAR FIGURE: 2.4-3 GRADING AND DRAINAGE HORIZ. SCALE IN FEET SECTIONS - SITE DRAINAGE
317 SQ. MI.
/
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/e HAMS PRAIRIE
~*~ ~. ~ \..~
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/ \
Rev. OL-0 6/86 UNION ELECTRIC COMPANY LEGEND= CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT APPROXIMATE BOUNDARY OF WATERSHEDS
/ FIGURE 2.4-5
/
REFERE~CE LOCAL SURFACE GENERAl HIGHWAY MAP OF CALLA'WAY COUNT'!' WATER DRAINAGE MAP
~~~;~~~~~OEP=~~:~~~~ BY Tr1£ Mi5SOuR! STATE
r---...
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---- I
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1 llJ en 411111 TR I BUT!IRY RESERVOIRS
)>
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100 0 100 200 z
REFERENCE:
I
""'"" - - - +I .
CORDINATING COMMITTEE ON MISSOURI RIVER MAIN MILES STEM RESERVOIR OPERATIONS, 1973; MISSOURI RIVER MAIN STEM RESERVOIRS 1973-1974 ANNUAL OPERATING PLAN.
10 0 MI~U 10
~
zo Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-7
REFERENCE:
BASED ON KANSAS CITY SECTIONAL REGIONAL HYDROLOGIC FEATURES AERONAUTICAL CHART DATED OCTOBER 1972.
lOCATION OF MISSOURI RIVER WATER SUPPlY WITHDRAWAlS lOCATION OF OISCHAAGERS TO MISSOURI RIVER MISSOURI RIVER LEVEE
- PROPOSED OR UNDER CONSTRUCTION MISSOURI RIVER LEVEE - COMPlETED LIMIT OF FLOOD PLAIN MilES 1\.SOVE MOUTH OF THE MISSOURI RIVER (1960 ADJUSTED) 4 0 4 8
~~"2111!1il~WS.il5*J!!*~~'-iiiiiiiiidf MILES UNION ELECTRIC COMPANY CALLAWAY PLANT UNITS 1 AND 2 FINAl SAFETY ANAlYSIS REPORT FIGURE 2.4-6 P.EFERENCE: NOTE: REFER TO TABlE AND 2.4-4 FOR OWNER, U.S. ARMY CORPS OF SOURCE AND USAGE INFORMATION LOCATION OF DOWNSTREAM RIVER HYDROGRAPHIC SURVEY WATER WITHDRAWALS AND DISCHARGES TO THE SOUTH, KANSAS Cl TO THE MISSOURI RIVER
LOCATION OF MISSOURI RIVER WATER SUPPLY WITHDRAWALS LOCATION OF DISCHARGERS TO MISSOU!U RIVER MISSOURI RIVER LEVEE - PROPOSED OR UNDER CONSTRUCTION MISSOURI RIVER LEVEE - COMPLETED LIMIT OF FLOOD PLAIN MUES ABOVE MOUTH OF THE MISSOUR.I RIVER (1960 ADJUStED) 4 0 4 B
REFERENCE:
NOTE: REFER TO TABLE 2.4-3 AND 2.4-4 FOR OWNER, U.S. ARMY CORPS OF ENGINEERS, 1977 MISSOURI SOURCE AND USAGE INFORMATION RIVER HYDROGRAPHIC SURVEY NEBRASKA TO THE SOUTH, KANSAS CITY RlVER
530 - *r_ 1-r. n ~~-~-~-
1 I I I' I
- ~ ! ~ I
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If ! I ZERO GAGE AT 481.56 FEET I I ABOVE MEAN SEA LEVEL I
t;;
UJ 510 H~~ . I
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+--
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~
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-- -1 I
0 1000 DISCHARGE IN THOUSAND CFS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-10 STAGE-DISCHARGE RATING CURVE FOR THE MISSOURI RIVER AT HERMANN, MISSOURI
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-11 STAGE-DISCHARGE RATING CURVE FOR THE MISSOURI RIVER AT BOONVILLE, MISSOURI
8 >
C!. ::>
2 <.:J
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0 (l'l I() I() I() I() I() I() I() v 133.:1 Nl ISW 31\0SV NOI.lVI\313 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-12 STAGE- DISCHARGE RATING CURVE FOR THE MISSOURI RIVER NEAR THE CALLAWAY PLANT SITE (MISSOURI RIVER MILE 115)
CJ) u..
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20 40 60 80 100 PERCENT OF TIME EQUALED OR EXCEEDED Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-13
REFERENCE:
REPRODUCED FROM THE MISSOURI FLOW- DURATION CURVES FOR RIVER BASIN COMPREHENSIVE FRAMEWORK STUDY, PREPARED BY THE MISSOURI RIVER AT THE MISSOURI BASIN INTER-AGENCY HERMAN, MISSOURI, DURING COMMITTEE, STANDING COMMITTEE, JUNE 1969. WINTER SEASON
WILD RIVERS ADVISORY COMMII '.:..EON f-LOOD GOVERNOR ADVISORY COMMITTE£ PREVENTION & WAHRSH£0 PAQTfCTtON TOURISM COMMISSION
- - - - - ADMINISTRATION COORD INA TfON & COMMUNI CA. T ION DEPARTMENT OF AGRICULTURE I
I I Oil. GAS COUNCIL
\ I I
\ I
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\
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\ \ I I
\ \ I I HIGHWAY DEPARTMENT
"" "" \ \ I I /
/
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\
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"" \
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/ DIVISION Of HEALTH PARK BOARD
- - - - ------ -- AGRICULTURAL EXPERIMENT STATION COUNCIL FOR
-- -- EXTENSION SERVICE UNIVERSITY OF OUTDOOR RECREATION MISSOURI WATER Af.SOURCES RESEARCH
,---- -~------,-
Water Resource Organization and Communication, State of Missouri.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAlYSIS REPORT FIGURE 2.4-14 WATER RESOURCE ORGANIZATION AND COMMUNICATION STATE OF MISSOURI
.. MISSOURI RIVER J~ IN~
- x 16,100 GPM COOLING TOWER n MAKEUP RAW WATER FLOCCULATOR CLEARWELL SLUDGE COOLING 16,100 GPM TREATMENT PLANT TOWER J~ SLUDGE BLOWDOWN SUPERNATANT LAGOONS 4,000 GPM INTERMITTENT INTERMITTENT MAKEUP TO
- BYPASS LINE INTERMITTENT ULTIMATE HEAT SINK-
- ULTIMATE HEAT SINK J~
INTERMITTENT - OILY WASTEWATER WASTE OIL Jl SEPARATOR
- '~7.COOLING TOWER BYPASS LINE EMERGENCY COOLING 30,000 GPM ;x DISPOSAL n
DRIFT
'y < f:J ""'""""'"
100 GPM POTABLE WATER
- RADWASTE 20,000GPD SERVICE WATER ON SITE 38,000 GPM I DEEP WELL I
I POWER I BLOCK FIREWATER COOLING TOWER CIRCULATING WATER f:J 0.6 MILLION GPM I I
I I
I I
I
-- PLANT DEMINERALIZED WATER 100,000GPD 1r UNION ELECTRIC COMPANY EVAPORATOR CALLAWAY PLANT 12,000 GPM FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-15 PLANT WATER USE DIAGRAM
I0- 3 I I -+-------~ --
INDICATED PLOTTING SHOWN FOR 1 TO 50 MILES DOWNSTREAM FROM CONFLUENCE OF LOGAN CREEK AND MISSOURI RIVER f----*
I-
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to-4 \\
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NOTE:
ESTIMATED MISSOURI RIVER FLOW CONDITION NEAR THE ----
CALLAWAY PLANT SITE IS 11,100 CFS (30-DAY, 100-YEAR LOW FLOW).
I0- 6 0 10 20 30 40 50 60 DISTANCE DOWNSTREAM IN RIVER MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-16 PREDICTED PEAK POINT CONCENTRATION OF H-3 IN MISSOURI RIVER FOR LOW FLOW CONDITION
I0- 3 1-------- - - -----INDICATED PLOTTING SHOWN FOR 1 TO 50 MILES DOWNSTREAM
---~----~--
- --- FROM CONFLUENCE OF LOGAN CREEK AND MISSOURI RIVER r---
\
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10- 4 I-- ,----
\
1---------------
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(.)
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NOTE:
z \ ESTIMATED MISSOURI RIVER FLOW CONDITION NEAR THE z
0 \ CALLAWAY PLANT SITE IS 69,000 CFS (AVERAGE FLOW).
tia:
....z LLI
_\
(.)
z 0
(.)
\ I I0- 5 r---_
10-6 0 10 20 30 40 50 60 DISTANCE DOWNSTREAM IN RIVER MILES Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-17 PREDICTED PEAK POINT CONCENTRATION OF H-3 IN MISSOURI RIVER FOR AVERAGE FLOW CONDITION
I
-~-
l LEGEND SOUTHEAST MISSOURI LOWLAND AND THE ALLUVIAL VALLEYS OF THE MAJOR STREAMS 2 SALINE GROUND WATER PROVINCE 3 THE OZARKS 3a SPRINGFIELD PLATEAU SCALE IN MILES 20 0 20 40 60 Lorr.a* I I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-18
REFERENCE:
MODIFIED FROM FULLER GROUND WATER PROVINCES ET AL., 1967,P. 283.
OF MISSOURI
I
-~-
1
-&00- WATER LEVEL ELEVATION CONTOURS COUNTY BOUNDARIES
.,..-***-**** MAJOR RIVERS MINOR RIVERS, STREAMS AND WELL LOCATIONS WITH ASSOCIATED WATER LEVEL ELEVATIONS TO BE INCLUDED ON MAP AT LATER DATE, WARRENSBURG SCALE tMIL.ES) 10
--- 0 10 20 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT IO&aela J'ULUII O.
HISSOU41 CilOLOGICAL SIIIYl'f, FIGURE 2.4-19 UIIOATU WO!IIt ,_,
REGIONAL POTENTIOMETRIC SURFACE MAP
s N Chert Debris Quaternary Deposits Bushberg Snyder Creek Or-Callaway
_...-.c
~~~ra~!t~nP~~~~~~:~!~ferson _J-~~~-:-~=:.-~~~~~-~--=~--- **~~ -~~-:- :_-- ~-
City Regional Aquifer - _ - - - __ -
SITE""'
~~E-CONFINING LAYERS OF RELATIVELY LOW PERMEABILITY
-0
.-- .-- Cotter-Jefferson City 1
-..., Mli~ 0URI
./7
- VER 500 ....
ROUBIDOUX
- 500 GASCONADE-GUNTER CONFINED, SATURATED 1- LEAKY ARTESIAN SY$TEM 1-l&J l&J 1000 - - 1000 l&J l&J lL lL
-:X:z EMINENCE
-z POTOSI ::J:
1-
- n. - r- 1-n.
l&J 0
1500 .... DERBY- DOERUN
- 1500 l&J 0
DAVIS AQUITARD CtNFINED AQUIFER SYSTEM BONNETERRE I
2000 - - 2000
-- ---LAMOTTE 1
AQUICLUDE PRECAMBRIAN 2500- I - 2500 (NOT TO SCALE)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-20 REGIONAL AQUIFER SYSTEMS
REFERENCE:
ADAPTED FROM FULLER ET AL. 1 GENERALIZED SCHEMATIC DIAGRAM TEXT ( 1967)
s MISSOURI PLANT N
~RIVER SITE ZONES SPECIFIED BY PIEZOMETER r/A TER LEVEL, Or- -r -- - 0
~_!~~_G!OJ:!~-W~!_E,!!_T~B.H...
Quaternary Loess, Clay, and Clayey Glacial Till Unsaturated Zone Graydon Chert Conglomerate
/"' , Saturated Zone uAMES S. KlORE PUMP TESTS Bushberg -= =
C-.
."W' 100 - Snyder Creek Saturated Aqultard =r= Yield < 1/2 GPM
- 100 SLOW LEAKAGE MAINTAINING SATURATION
-- Unsaturated Zone 1- Callaway /_- !:;!A~G!_!! ~RA~T!..,_FL2,_W .J!I ~N~TIJEITI_D ..lON.!_ -- -- Yield < 1/2 GPM 1-1&.1 1&.1 -- , -- 1&.1 1&.1 1&. Saturated Zone 1&.
z
- 200 ~
1- * - - - *- * -zbNrOf' i:OW 'Pm:IE:A~ LIJ.TY= *:-::_* :-::_ *.- -- -- Saturated Aqultard
- 200 ~
- X: :X:
1- 1-*-*- * - * - * - * - * - - 1-
- a. Unsaturated Zone a.
1&.1 Cotter*
Jefferson CIty UNSATURATED Z.2!!!- - N -- 1&.1 LEAKAGLBl. ~V,!.!Y .!.~~T~J'ffi:ERSO-NcliY FOR""'TIO 0 0
- - ~ --GROUNDWATER LEVEL IN Yield< 2 GPM 300 SATURATED CONFINING LAYER OF LOW PERMEABILITY
- -*-*- *--------*---*-*- -r-
- - Saturated Zone Saturated Aqultard
- 300 400 .... - !- - !- - 400 CONFINED LEAKY ARTESIAN SYSTEM LEGEND Saturated Regional Aquifer System Yield ~8 GPM - ---- LOCAL WATER LEVEL
-- - REGIONAL WATER LEVEL FORMATION BOUNDARY
- -*-*- HYDROGEOLOGIC BOUNDARY
{NOT TO SCALE)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-21 HYDROGEOLOGIC ENVIRONMENT GENERALIZED SCHEMATIC DIAGRAM
10 0
...... MILES 10 I
20 I
Rev. OL-0 6/86 LEGEND:
2 LOCATION OF MUNICIPAL WATER SUPPLY UNION ELECTRIC COMPANY 4t {FOR DETAILS Of INDIVIDUAL LOCATION CALLAWAY PLANT REFER TO TABLE Z.4-18) FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-22
REFERENCE:
BUREAU Of CENSUS, 1970, MISSOURI COUHTY REGIONAL GROUND-WATER USERS SUBOIVISIONS
- TOWNSHIPS ANO PLACES KAP.
WITHIN 50 MILES
\ I l.\~- .... i;.......-.,..-;.r..._ ....
-:It
~I , , ..~* "'"' r .
- . -\
., ; *~ --~.~~* ...:.. ""'-". :fil"*-.
' /.. " f 1 '\. '~
.* .. ~
--~- .:"': ...
~
- ~
r, )\. .
.-==.,:~--.....,:'"""'--
f,.,
~;. r,, ,,
. .(
i-.- :-.i :....*-. ~
~
1; r * -~
- "~*~-:...~.
~
\
- \......
1ft!>?'-._.,
' A
,)')
~~~- ~--;
. * -\". . ' ,,_L
~ -*--- -~
J ,.#~/
l ~
..' ! ' t ',
- t' l
7~-*""~;6 I
.r* :*
- -. -\
\*\
~ * * ,. '! <..,;. ,.
-!r .-----*~ ~-; ,_. ,
~:.. '\
- .**
- .;.1
\.
I 0 2 jlrun*~ I MILES Rev. OL-0 LEGEND:
6/86 A AREA DESIGNATION UNION ELECTRIC COMPANY PROPERTY LOCATION (FOR WELL CALLAWAY PLANT INVENTORY REFER TO TABLE 2.4-20) FINAL SAFETY ANALYSIS REPORT BASE MAP:
FIGURE 2.4-23 LOCATION OF WELL INVENTORY GENERAL HIGHWAY MAP OF CALLAWAY COUNTY, MISSOURI. PREPARED BY THE MISSOURI STATE WITHIN A 5 MILE RADIUS HIGHWAY DEPARTMENT
\ I
~~;,.'flll'".a.c.t'~.-A
~ .
. t t
(435) Sulpect water LIMII elewtion TW lest Wall ot site
-550-----
Wollr '--1 EIIIYOtion Contours I 0 (approximale,OSUMd) 2
~-- ..J I See Tobie 2.4-4!0 ror Well Ooto Rev. OL-0.
MILES 6/86 UNION ELECTRIC COMPANY Water level contours are approximate, CALLAWAY PLANT EINAL SAFETY ANALYSIS REPORT As a consequence of variation in casing depth and well penetration into the Jefferson City Formation, Potentiometric FIGURE 2.4-24 contours can be considered only as BASE MAP: approximate. POTENTIOMETRIC SURFACE CONTOURS GENERAL HIGHWAY MAP OF CALLAWAY COUNTY, COTTER -JEFFERSON CITY FORMATION MISSOURI. PREPARED BY THE MISSOURI STATE HIGHWAY DEPARTMENT
~
---~-
1
' PS- !A
.
- 8!!',, LEGEND:
48
.*f'::, PIEZOMETER NUMBER AND LOCATION
' 7 WATER LEVEL ELEVATION IN FEET H!" PIEZOMETERS READ DECEMBER 23, 1974
,, PIEZOMETERS READ JANUARY 25, 1975 835- *NOTE: POTENTIOMETRIC SURFACE MAY BE ALTERED IN AREA OF DEEP EXCAVATIONS.
SCALE IN FEET 200 100 0 200
~~ I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT
REFERENCE:
FINAL SAFETY ANAL YSlS REPORT TOPOGRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY 4-14-72. BORING LOCATIONS TAKEN FROM ENGINEERING SURVEYS & SERVICES FIGURE 2.4-25 1-10-74.
POTENTIOMETRIC SURFACE CONTOURS GRAYDON CHERT CONGLOMERATE
I
-~-
l 1
/
/
/
\
\
) .-/-~
£---/
I .
__________...- //
//
/} FEET 1000 0 1000 2000 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-26 POTENTIOMETRIC SURFACE CONTOURS BASE MAP:
BUSHBERG SANDSTONE MOD IF I ED FROM TO PO GRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY, 4-14-72.
AND SNYDER CREEK SHALE
I
(' -~~--
I 5I \
)
,. I,
~
?\ O R-4 726.6 1
REFORM L-1 '
EXPANATION:
0 P-S PIEZOMETER NUMBER ANO LOCATION 701.5 WATER LEVEL ELEVATION IN FEET P-68P-17 PIEZOMETERS READ JANUARY 3, 1973 R 8 p PIEZOMETERS READ OCTOBER 29-30, 1974
~B25~j f\ \ ~\0\t ---
1000 0
FEET 1000 2000 u
ft
~
Rev. OL-0 1j 6/86 '
UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-27 SASE MAP:
POTENTIOMETRIC SURFACE CONTOURS CALLAWAY LIMESTONE MODIFIED FROM TOPOGRAPHIC HAPPING PREPARED BY CHICAGO AERIAL SURVEY, 4-14-72.
l
' \
'\-
- , ~
\
j' I .*
l
\
I 0 J 2 I
1-r---~ I MILES Rev. OL-0 6/86 ENCLOSED SPRING SEE TABLE 2.4-14. UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS RtPUR I FIGURE 2.4-28 BASE MAP:
DOMESTIC WATER SUPPLIES GENERAL HIGHWAY MAP OF CALLAWAY COUNTY, FROM ENCLOSED SPRINGS MISSOURI. PREPARED BY THE MISSOURI STATE HIGHWAY DEPARTMENT IN SITE VICINITY
I 9-179
- -~-
1 R-4 0:60-127 EXPLANATION:
0 BORING WITH ONE PI EZOMEHR
-+-
BORING WITH TWO PIEZOMETERS BORING WITH THREE PIEZOMETERS
~DEPTH TO TOP OF EFFECTIVE INTERVAL
~DEPTH TO BOTTOM OF EFFECTIVE INTERVAL NOTE: Unit 2 was cancelled in 1981.
FEET 1000
-- 0 1000 2000 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-29 SASE MAP: LOCATION OF PRECONSTRUCTION MODIFIED FROM TOPOGRAPHIC MAPPING PREPARED PIEZOMETERS BY CHICAGO AERIAL SURVEY, 4-14-72.
KEY:
QM 10 PIEZOMETER LOCATION AND NUMBER
REFERENCE:
SVERDRUP & PARCEL AND ASSOCIATES INC.;
SITE LAYOUT PLANT SITE AND CORRIDOR AREAS; FIGURE 4.1-1, REV. 7; FOR UNION ELECTRIC COMPANY.
NOTE: Unit 2 was cancelled in 1981.
500 0 500 1000
~--~..J I
-~
FEET Rev. 1 12/07 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4- 30
i-------------------*----+----------------+--
80 0 0 LOCATION MAP OF 0 0 N"
0 o_ PERMANENT MONITORING 0
<I)
C1>
<0 C1> PIEZOMETERS
- i :i :i
EL. VARIES 1999.5' TO 200-4.5'
-+----N-'-ORMAL POND LEVEL EL.1995. 5' t
18" 18" RIPRAP 12" FILTER 6" COARSE FILTER,6"FINE FILTER COARSE FILTER RIPRAP 0
SIEVE /o FINER WEIGHT *teSMALLER Sl ZE* BY WEIGHT ( lbs.) BY WEIGHT 2 100 500 100 I- 1/ 2" 9S - 100 350 92- 98 r-----
3/4" 35 - 70 225 75-85 3/8" 10 - 30 100 45-55
- 4 0 - 5 12 8- 12
- u.s. BUREAU OF STANDARDS
- ASTM C- 33, FINE CONCRETE FINE FILTER**
AGGREGATE SIEVE %FINER SIZE* BY WEIGHT Rev. OL-0 3/8" 100 6/86
- 4 95- I 00 UNION ELECTRIC COMPANY
- 8 80- 100 CALLAWAY PLANT
- -16 50-85 FINAL SAFETY ANALYSIS REPORT
- 30 25-60 FIGURE 2.4-31
- 50 5- 30
- JOO o-to RIPRAP AND FILTER DETAILS
US STANDARD SIEVE SIZES 1e" 12" a" a" 3" 2" ,.. 3/4" 3/8" 4 10 20 40 60 100 200
~~~~~--~~*
80 10 t-a iAi
- so
- > '0 c
z 40 IL t-30
...z
(,)
c r 20 10 0
100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAIN SIZE DISTRIBUTION
~ RIPRAP GRADATION TO BE SPECIFIED FOR CONSTRUCTION SHOULD BE THE GRADATION BY WEIGHT GIVEN ON FIGURE 2.4-31 WITH SIZES DOWN TO 1"(SEE SECT. 2.4. 5. 3)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-32 GRAIN SIZE DISTRIBUTION RIPRAP AND FILTERS
NOTE: SEE SECTION 2.5.1 FOR mE DESCRIPTION OF EQUIVALENT UNITS AS DISCUSSED IN miS REPORT.
REFERENCE:
REPRINTED FROM GEOLOGIC MAP Of THE UNITED STATES, U.S. GEOLOGICAL SURVEY, 1960.
EXPLANATION l Qa:J ALLUVIUM r-~==
~ WILCOX GROUP G MIDWAY GROUP
-t-:---== -NAVARRO FORMATION J'm1ll1!J!D RIPLEY FORMATION/
W!lllUJ SELMA CHALK
~-::§1 EUTAW FORMATION UPPER CRETACEOUS EJ
-t-..----=::- LOWER PERMIAN ROCKS m
t-~==
UPPER PENNSYLVANIAN ROCKS
~UPPER-MIDDLE L.:::..J PENNSYLVANIAN m CONEMAUGH GROUP m ROCKS LOWER-MIDDLE PENNSYLVANIAN ~ALLEGHENY GROUP
~LOWER PENNSYLVANIAN ROCKS @POTTSVILLE GROUP
@MISSISSIPPIAN ROCKS
"" ~CHESTER AGE ROCKS
~ ~
~ s S T . LOUIS-WARSAW AGE ROCKS
"'~
0 B B O O N E LIMESTONE 0 r----:.;;;;-
~ ~DEVONIAN ROCKS "1'\
r't~ou~Svl\laC!i, "a. ""
J } c L" Y:. ', ~ ~PORTAGE -CATSKILL AGE ROCKS
- M~I\101\1'
('Jl
,S,ilem(,
1 ,
"'"' EBHAMILTON-ONONDAGA AGE ROCKS
~UPPER NIAGARA AGE ROCKS
~EARLY SILURIAN ROCKS
~MAQUOKETA SHALE- ~RICHMOND GROUP L...::...J JOACHIM LIMESTONE
~
~ r-r;;;:, a
~ L2:.::..J ST. PETER EVERTON SANDSTONE LIMESTONE r~~BEEKMANTOWN AGE ROCKS
~UPPER-UPPER CAMBRIAN ta LOWER- UPPER CAMBRIAN
-r----
[',~At!J:'~GRANITE, PORPHYRY, GABBRO MILES 2!5 0 25 50 UNION ELECTRIC COMPANY CALLAWAY PLANT UNITS 1 AND 2 FINAL SAFETY ANALYSIS REPORT FIGURE 2.5 -I REGIONAL GEOLOGY MAP
94 I l~ "1
,-------'--- .. I
- I ~.
~- ....... --c-------t-----
J I I *
( .
l
. f------ r*
--J-4
t-----
1 !..------1
- I
\ 1 l
~-~---
___( ' - J_ I
\
t '
\ l
~-r---L,
REFERENCES:
DATA ON THIS HAP MODIFIED FROM PORTION OF:
FENNEMAN, N.F., PHYSICAL DIVISION OF THE UNITED STATES: WASHINGTON D.C., U.S. DEPARTMENT OF THE INTERIOR, GEOLOGICAL SURVEY, 1946, MAP.
MODIFICATION WERE TAKEN FROM:
- 2. UNITED STATES GEOLOGICAL SURVEY AND MISSOURI DIVISION OF GEOLOGICAL SURVEY AND WATER RESOURCES, MINERAL AND WATER RESOURCES OF MISSOURI: DOCUMENT NO. 19, VOL. XLIII, 2ND, SET, ROLLA, MISSOURI, 1967, P-14.
- 3. CRONEIS, C., GEOLOGY OF JHE ABKANSAS PALEOZOIC
~. BULLETIN 3, LITTLE ROCK, ARKANSAS, ARKANSAS GEOLOGICAL SURVEY, 1930, PlATE Ill.
BASE MAP DRAFTED FROM PORTION OF UNITED STATES BASE HAP, U.S. GEOLOGICAL SURVEY, 1961.
ALL (II) AND (12) PROVINCES HAVE BEEN ASSIGNED TO A MAJOR PHYSIOGRAPHIC DIVISION CALLED THE INTERIOR HIGHLANDS MAJOR DIVISION.
THE OZARK PLATEAUS PROVINCE, (14), BELONGS TO THE INTERIOR PLAINS.
THE COASTAL PLAIN PROVINCE, (3), BELONGS TO THE ATLANTIC PLAIN MAJOR DIVISION I
I /'
I I -,---. I I '-_
I 'v-'j - ___ ...._ __, I \' I
.---- I
! ' I I
L _... -~_.,.,.....
..., I
'*~
I ..... .,",/
1 I i ...J
' -f.'* _ . ....,.
C!T,' .... I.::0~----
o ~--
__ lQZ.ATi~~-- - -, [, '. - RANCOIJ \
l -------...i-I * * *.. MTS. {141 : ' .
~:.'i'U I
PLA 1f L I ** **~****r-----*
I 1 *-* II
\ 25 0 25 50 75 I
I I I ~bioz-~z~iiiiiiiiil~~~iiiiiiiiiii~1 r------* MILES I.. -----------JI j L* .,.
- ____ I I I
- i. Rev. OL-0 I I
. .... -.., I 6/86 I ~ I
- _,_ i,.- ..l UNION ELECTRIC COMPANY I
I\, CALLAWAY PLANT I r_J "'1. FINAL SAFETY ANALYSIS REPORT f
I I
FIGURE 2.5-2 REGIONAL PHYSIOGRAPHY
~----,
I i.~--1 I
I
~---
______ j
,-/
I l' II 1,-----i -r*------1 I
I '
I ,
L. !
I AL ALLUVIAL SOILS; INCLUDES GLACIAL OUTWASH I
R
---i I I
I THICK RESIDUAL SOIL I
1------}
l-,-- -*--1,... ______i _,-- K THIN SOILS OVER WELL DEVELOPEO'KARST TOPOGRAPHY
---1 l.......
SOUTHERN EXTENT OF WISCONSINAN GLACIAL ADVANCES
/ *-..!. ...... _ '~---
SOUTHERN EXTENT ILLINOIAN GLACIAL ADVANCES "7-...... *--,
I ------- SOUTHERN EXTENT OF KANSAN GLACIAL ADVANCES I
,L SOUTHERN EXTENT OF NEBASKAN GLACIAL ADVANCES
!!Qill.
1 ....
GLACIAL SOILS OF VARIABLE THICKNESS OCCUPY THE AREAS NORTH OF THE SOUTHERN EXTENT OF GLACIATION.
I I ',
NON*GLACIAL SOILS OF VARIABLE CHARACTER AND I I
-rtr--1t--r-i, I THICKNESS OCCUPY THE AREAS SOUTH OF THE SOUTHERN EXTENT OF OF GLACIATION.
OATA ON THIS MAP COMPILED FROM PORTIONS OF:
~ ------i' I' I
- 1. THE GEOLOGICAL SOCIETY OF AMERICA, GLACIAL MAP OF THE UNITED STATES EAST OF TH~
.--L---- _ . .
\ __
I
_____ _;~-;i ; ._..!,
\
'I'> 2.
MOUNTAINS: NEll YORK, 1959, MAP.
MISSOURI GEOLOGICAL SURVEY ANO WATER RESOURCES,
--...1...- "GENERALIZED ENGINEERING GEOLOGY UNITS:" 1973, I
I , UNPUBLISHED MAP.
J --. r' ,__._ --.~-, I' I I
REFERENCES:
' I I
,---- ____ j \
'- --,-~-----~~
I i '\.--'i ;- ---~--.
L.l;--
I I
~
-"/
I BASED MAP FROrl PORTION OF UNITED STATES BASE MAP, U.S. GEOLOGICAL SURVEY, 1961.
1 r-------i ~ 1 I ..._.,-----~--
~I I I - -**-,
I *-
I I - ---------
' L ______ ..:_
.r*--
..., ' .I 1
1
.-------~
1 j------*-!
I I
I o
l I,-- j------*
I I
~ :!
I I , ----; 1, I I
I I~~ -I I*-, 25 0 25 50 75 1--------i r-------* L.--:.., - 't ~-~
I I I
I' MILES I
J I -__.1,. Rev. OL-0 J ------. 6/86 I I I
I t- --- UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT OiK A* ' FIGURE 2.5-3
--'\ 1 r
---~-L_Jr----
36o \-.L __IJ REGIONAL SURFACE SEDIMENT MAP r '
--\. ------
~
- , J LIMITS OF GLACIATION r--~
50:
I I I r
i 40 30 30
500 Miles 1000 I
110 100 90 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT
REFERENCE:
1CA MODIFIED FROM INDEX MI\P OF NORTH AMER ' FIGURE 2.5-4 Y.l\tJSAS GEOLOGICAL SURVEY, BULLETIN 16~,
- lcUI\E 1, P. 14 , 1')63; SIIOWING SITE I RELATION TO CANADIAN SHIELD AND CENTRAL CENTRAL STABLE REGION STABLE REGION (ADAPTED FROM EARDLEY, 1951, STRUCTURAL GEOLOGY Of NORTH AMERICA
HARPER BROS., NEW YORK, P. 1-624).
~
-~-
LEGEND:
THRUST FAULT NORMAL FAULT fJ u fJ~ EN ECHELON FAULT SYSTEM BURIED FAULT UNCLASSIFIED FAULTS
- INTENSELY DISTURBED, LOCALIZED UPLIFT
-+-
--t--
ANTICLINAL AXIS SYNCLINAL AXIS AXIS OF OVERTURNED ANTICLINE ELONGATE, CLOSELY COMPRESSED ANTICLINE STRUCTURE CONTOURS
REFERENCE:
UNITED STATES GEOLOGICAL SURVEY AND THE AMERICAN ASSOCIATION OF PETROLEUM GEOLOGISTS 1962 TECTONIC MAP OF UNITED STATES, ' '
50 100 I I MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-5 REGIONAL TECTONIC MAP
L. .,
I L,
94~
. 'I I
--~------Lr---
1
-,------t--- LEGEND
--1 I .....--.-r FAULT; DOWNTHROWN SIDE INDICATED I
~ PRECAMBRIAN OUTCROP NOTES:
CONTOURS WERE MODIFIED SLIGHTLY IN ORDER TO CONFORM ACROSS STATE BOUNDARIES.
DATUM IS MEAN SEA LEVEL CONTOUR INTERVALS* 250 1 , 500 1 , & 1000 1 *
REFERENCE:
- 1. KISVARSANYI, E.B. OPERATION BASEMENT: BURIED PRECAMBRIAN ROCKS OF MISSOURI *THEIR PETROGRAPHY AND STRUCTURE, APRIL, 1974 A.A.P.G. BULLETIN.
- 2. ATHERTON, E., ET. AL., CONTOUR MAP OF PRECAMBRIAN SURFACE. ILLINOIS PETROLEUM 96, URBANA ILLINOIS, ILLINOIS STATE GEOLOGICAL SURVEY, 1971, P-24.
- 3. MERRIMAN, D.F., THE GEOLOGIC HISTORY OF KANSAS:
BULLETIN 162, LAWRENCE, KANSAS, STATE GEOLOGICAL SURVEY OF KANSAS, 1967, P-209.
- 4. CARLSON, M.D., CONFIGURATION OF PRECAMBRIAN SURFACE:
REPORT OF INVESTIGATION NO. 3, LINCOLN NEBRASKA, NEBRASKA GEOLOGICAL SURVEY, 1967, FIGURE 3.
- 5. AMERICAN ASSOCIATION OF PETROLEUM GEOLOGISTS AND UNITED STATES GEOLOGICAL SURVEY, BASEMENT MAP OF NORTH AMERICA, WASHINGTON D.C., 1967, MAP.
- 6. BASE MAP FROM PORTION OF UNITED STATES BASE MAP, U.S. GEOLOGICAL SURVEY, 1961.
25
~~
CONTOUR 0
INTERVAL:
25 I
MILES 50 I
200 1 fROt-< 0' TO -;ouo
- 75 I
1ooo* rRoM -Jooo* ro -13ooo* Rev. OL-O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-6 CONTOURS ON PRECAMBRIAN SURFACE
\
- --~-
\
~:
CONTOUR SHOWING LOESS THICKNESS IN FEET APPROXIMATE LIMIT OF EOLIAN DEPOSITS A 67 TO 100% OF SURFACE AREA COVERED SY EOLIAN DEPOSITS 33 TO 67% OF SURFACE AREA COVERED BY B EOLIAN DEPOSITS LESS THAN 33% OF SURFACE AREA COVERED c BY EOLIAN DEPOSITS
....... BOUNDARY BETWEEN AREAS A, B, & C S DUNE SAND
!!Q.!ll:
EOLIAN DATA ON THIS MAP WAS TAKEN FROM PORTION c OF PLEiqOCENE EOLIAN DEPOSITS OF THE UNITED STATES, ALASKA, AND PARTS OF CANADA, COMPILED BY NATIONAL RESEARCH COUNCIL COMMITTEE FOR THE STUDY OF EOLIAN DEPOSITS, DIVISION OF GEOLOGY AND GEOGRAPHY, GEOLOGICAL SOCIETY OF AMERICA, 1952.
REFERENCE:
BASE MAP DRAFTED FROM PORTION OF UNITED STATES BASE MAP, U.S. GEOLOGICAL SURVEY, 1961.
... -, r' ,__.,_ I /'
' I 1.. '
--,*L..-----1*
____ L_,t. i
!I C I 1 I I L*..,:--
t . I
~ I
! l .
J I
I r------*IL.....
25 0
....~
25 I
MILES 50 I
75 I
Rev. OL-0 I' I' 6/86
'. .i
-- ...,...---+ -_, - ..., ,_.. -'
t I
/ UNION ELECTRIC COMPANY I I CALLAWAY PLANT I
I I
L ----r-
,-.J "\
t '* FINAL SAFETY ANALYSIS REPORT I l I I \""\ I_J FIGURE 2.5-7
- 1 * ,...
-~ I _J \
REGIONAL LOESS DISTRIBUTION
-- ) ' AND THICKNESS
\., -------
\
I
l~nOSSIW .:fO *t96l
'l~nOSSIW 'VllO~ 'S3J~nOS3~
NWn100 01901039 ~31VM ONV A3A~nS 1VJI901039 l~nOSSIW jQ 31VlS WO~j N3~Vl 0 3ZI1'1~ 3N39 : 3JN3~3j3~
c H0d3~ SIS AlVNV A13::lVS lVNI::l
!NVld AV M VllVO ANVdii\IOO OU:I10313 NOINn 98/9 O-lO *AatJ ; i. 1 i i i
I c c c c
c
UkiTS T~
z<
i 1-
+
KINDERHOOKIAN z
<(
u
~~-----
0 0:
0 CANADIAN NEW RICHMOND ON(OTA GUNTEI1 (M*N(NC£ IH POTOSI
+I FRANCO~~ A E AU CLAIR£ CROIX AN PRECAMBRIAN I I I MT SIMON
~~-9'0mf~
1 Legend=
~
0
~
shale sandstone limestone
§ dolomite Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-9
REFERENCE:
GENERALIZED GEOLOGIC THIS DRAWING TAKEN FROM:
FUTURE PETROLEUM PROVINCES OF THE UNITED STATES, COLUMN OF ILLINOIS THEIR GEOLOGY AND POTENT! Al Ml NERALS, AAPG, 1971, FIGURE 8, PAGE 1172.
- 0 SYSTEM SERES GROUP FORMATION DESCRPTION THICKNESS Cl>m
- 0;><::::0 1"1ZZ
- n
-o
- <J** Quaternary Pleistocene --- -- --
llllnaian
~
-*""'*"Jill ....... 500' (MII..LIOII YEARS!
\03:
ex>- Nellnallan
- 0 Carlile l> Colorado 360' 6reMiam G">
0 Cretaceous r- Oalrolv 200' 0
90 G">
n l>
r-Jurassic Fort Oadge ....
F......tt Creek Jim Creek Friedridl
~,....,
50' Ill Granclhcnn Dry Do-LongdOft lnc:ludea ~ Coal)
. . . Hill T*llio Willard liMit a-t Wobaunsee Her..,.. ,.....
RHcllng 210' Aullorn w.--
$oklar Cr.-
9urlinpte Virgil Sihlv Laile Rulo Cedar We (indudea EIIIIO !Mil ol top)
Happy Hollow Wlrite Cloud Severy (incWes Howard
!Mil at Noclaw.llf bose) -*
Topelre Calloolft DMr CrMit s~e T-'> 180' Pennsylvanian 1,...-.ptoll Kanwollo L--
~
Oreod 1-DouQios no*
latoll SlatdOII LonsinQ w.
Plattsboml Bonner Sprinos ----
50' L-lolo Cllanule Mssouri Drum '
I;
<Nvira 215' Kansas CitJ Wnterville CMrtnale o-w Golelbur9 Swape
~..adore Hertllo
$iht3IJe onct ~Qndstone, llin coal beets Pleasonton ........."*"' 40' Des Moines Mormataft
~..........
Noooalo a-lenl AlwMe
--- --- 145' L.-He Fort Sc:Gtt
...... soadstone"' floift 755' Cheroilee UldHnnlillltd cool 310 51<1. Gene¥ieve ol>ole ond Wonestone Meromec St Louis 140' Spergen Umeotono Warsaw
- ond - ...
Osage Keokuk cherty dotoln;t* ond u,...one 2:!50' Burli119fan cherty dokMnite ond Mississippian Gilmare City U.-.stone, OOlitic 300' Hamplon titneStone ond 6okMnite Kinderhook Storrs Cow North Hill Prospect Hill tOO' Mceran.y ~-
345 Yellow Spri119 English Maple Mill R~
siltstont 300' Apli119fan dolOmite Upper Slwtffield Lilne CtMk
- '"' ond-Devonian SMII Roc:l< lhr*rtone ond t:lolofl'\.:t*
2:2:5' Cedor~ley and dolomite Middle timatone and dololnitn, *no*
wapsipinicon ;n Lower Lo Alrle City Chert~ limestone ond 50-!()()' 400 Gowr Niagaran do6omite 300' Hopkinton c: Silurian Konilaloee' "z ~ Alexandrian EdQewood dwty-tOO' 425 Cincimalion Maquolteto 300'
()(j') ;::oo Goleno ond shale
(/ll>z 320'
-
- ond-o""
rZ Mohawkion Ooicanlh ond c::"" ?;;r-m Ordovician Platlwil.. i~. lhote ro' z:::O (j')
Chazyon 50-230' rnll SI-PIIIIr z~ c::
-;l>m .....sy ond dwty dololnite and 290'
- 0 -<~(")
Beekrnalllown Proirie du Olien
- )> )> -1 Madilaft 0
!;00 N
z)>-(- :rJ Trempealeau Jardon 185' oo 1\) r- (")
(/lr-
-<"'Co St Lodi 0 a.--
(Jt (j') Cambrian St. Croixan F._.,
otcJuCOnitM: 1110ndstont. s.iltstoM, 160
- ""0 0-I Vi)>Q ------ -- ------- - - : -
.... .,)>
Galeniii; - - -
OE) A)Z3: Dresbactt Ew Claino and llwMitt dobl\itt 550'
- E(j')
~ lltl Sill-. 600, J>_ 0
()
z m:.u
-m Precambrian
-ls(--1, ~.
A)
-< ~:< --~-
0 0
r 6
rr:,----------------------------~----------------------------------------------------------------------------------------------------,
- , ., 31'</ld '8961 fl 'SVSN~ JO A3A~O$ l'r/)190103~
!~
S~SN~~ ~0 NW010~ 31V1S '681 *11ns 'svsN~
(; ~1901039 03ZI1~~3N39 Nl NOISS3:l:l0S :liHdV~911'rJijl$
~ 3H1 *~3ll3Z '3'0 WO~J N3~V1
'3:lN3ij3.:13ij ii 11-s*~ 3~091~
t H0d3~ SIS Al'v'NV ABJVS l'v'NI::l lNVld AVM VllVO ANVdWOO Oll:tl0313 NOINn rr 99/9 fl O*lO 'A8tJ ti tl
~
ColmaOO Gro()~
Montaoa Group UPPER CRETACEOUS SERIES PliOCENE SERIES PLEISTOCENE SERIES CRETACEOUS SYSTEM ffRTIARY SYSTEM QUATERNARY SYSTEM MESOZOIC E R A CENOZOIC E R A
. C!~~R~C!_N_!_~~-STAG_E CUS1£RIAN STAG£ LOWER PERMIAN SERifS UPPER PERMIAN SERIES UPPER IURASSIC SERIES LOWER CRfTACEOUS SERIES UPPER CRETACEOUS SERIES PERMIAN SYSTEM JURASSIC SYSTEM CRETACEOUS SYSTEM I P~LEOZOIC ERA i , .. MESOZOIC ERA
- U H : i ;
- "m<:~r.~~***~mrl.r~rrrmn*~mr~mrnr~t~J1ri,.UJ.~mrA~lF~\*
a: nm d i i:il! FHJ ~ I
- n~* ,f.,.n: i'! 'I
'r*;. I
~' ~
ir. ~
~
lf~mJhJ ~"~tmup Wa~a~n1ee Grw1 MISSOURIAN STAGE VIRG!liANSTAGE GEARYANSIAGE CIM~RRONIAN STAGE UPPER PENNSYLVANIAN SERIES LOWER PERMIAN SERIES PENNSYLVANIAN SYSTEM PERMIAN SYSTEM PALEOZOIC E R A rf tI lf I
_f' Pluw~l~r. S;~n*.fta S!l!)g*WP lmn S~bi'OU!I
(;,,~~ liJMa\(ll¥G*wp MERAMECIAN SlAG£ CHESTfRAN STAGE . MORI<<)WAN SlAG[ ATOMHSTAG[ OtSMO!NESIAN STAGE MISSOURIAN STAGE UPPER MISSISSIPPIAN SERIES lOWER PENNSYLVANIAN SERIES MIDDLE PENNSYLVANIAN SERIES UPPER PENNSYLVANIAN SERIES MISSISSIPPIAN SYSTEM PENNSYLVANIAN SYSTEM PALEOZOIC E R A DIJ~DDOl]D
! , . I I
KINDERHOOKIANSTAG[ OSAGIANSTAGf : Mt~~MECIAN STAGE UPPER CAMBRIAN SERIES LOWER ORDOYICIAN SERIES MIDDLE ORDOVICIAN SERIES U ORO lOWER MISSISSIPPIAN SERIES U MISSISSIPPIAN CAMBRIAN SYSTEM ORDOVICIAN SYSTEM SILURIAN SYSTEM DEVONIAN SYSTEM" MISSISSIPPIAN SYSTEM PRfCAMSRI*
AN ROCKS PALEOZOIC E R A
94 L. . I
\
I I"----1' L---1 I
--r---*----1----- -
I ' I i
\
______ j I
- ~********
I
~-- r-~
I l_ __
I T_l _ _ _ _ _ ,
I 1-------
I I
I '
I LEGEND:
I I ' - AXIS Of ANTICLINE
-I I - . ,. AXIS OF SYNCLINE r---"'1 _t-... MONOCLINE EB X DOME OR Dl STURBANCE NOTE:
FOLDS ARE IDENTIFIED ON TABLE 2.5-2
REFERENCES:
DATA SHOWN ON THIS MAP WAS COMPILED FROM PORTIONS OF:
1, McCRACKEN, M.H., STRUCTURAL FEATURES OF MISSOURI; REPORT OF INVESTIGATION NO. 49, ROLLA, MISSOURI, MISSOURI GEOLOGICAL SURVEY AND WATER RESOURCES, 1971, MAP.
2, MERRIMAN, D.F. THE GEOLOGIC HISTORY KANSAS; I ~'"'1' BULLETIN 162, LAWRENCE, KANSAS, STATE GEOLOGICAL SURVEY OF KANSAS, 1963, FIGURE 101.
~. II I I 3, BUSCHBACH, T.C., STRUCTURE CONTOURS ON TOP OF I -----1 GALENA GROUP , 1973, UNPUBLISHED MAP, I j I I 4. ILLINOIS STATE GEOLOGICAL SURVEY, STRUCTURAL I
I I FEATURES OF THE EASTERN INTERIOR REGION; ILLINOIS PETROLEUM 96, 1971, FIGURE I,
- ----1 i 5, CLEGG, K,E,, SUBSURFACE GEOLOGY AND COAL RESOURCES OF THE PENNSYLVANIAN SYSTEM IN CbARK AND EDGAR I COUNTIES, jLLINOjS; CIRCULAR 380, URBANA, ILLINOIS, Ki ILLINOIS, STATE GEOLOGICAL SURVEY, 1965, P*6, 182--
I I *
\_ --...!-
6, LANDES, K,K,, PETROLEUM GEOLOGY; NEW YORK, JOHN WILEY AND SONS, 1951, P*37B, FIGURE 111 *
<~2 I
a
){i I -,---. I i i ~
' 'Y/ f.- 7, IOWA GEOLOGICAL SURVEY, STRUCTURAL MAP OF SOUTHEA~RN IOWA; REPORT INVESTIGATION 1, IOWA CITY, IOWA, 19 ,
---.,---- i \._./i i I I L -- -----~ ,,_ .... / PLATE 2, k l I " j. __ jI -~
[_;--
I ---,
! I
~------~
I i
\--- 8, ILLINOIS STATE GEOLOGICAL SURVEY, GEOLOGIC MAP OF ILLINOIS; URBANA, ILLINOIS, 1967, MAP.
L---- ___ j_ I I 9, BASE MAP DRAFTED FROM PORTION OF UNITED STATES BASE MAP1 U.S. GEOLOGICAL SURVEY, 1961, I LI l .-*
r-----* I 1,
.., -I I II I
L.. -*~ ........ -
2!5 !50 7!5 Ir------'I I I I
J L--r* MILES I ' ' Rev. OL-0 I I 6/86 I I
~----"""""""' I ~ i r----' - _,_ -,r-- UNION ELECTRIC COMPANY 1 "\, CALLAWAY PLANT r_j t. FINAL SAFETY ANALYSIS REPORT
~- ....
l FIGURE 2.5-12 REGIONAL FOLDING
94 93 L.
I I
I
- ----l I
- l. ..--1
,-/ ~
I ,
- I
\ I ---*--*- J I
~--
~
I I
.L-----~-
1 '
~.7 I
I I
LEGEND:
~- FAULT WITH SYMBOL INDICATING DOWNTHROWN SIDE
--;'11 INFERRED FAULT
\
i \_ ___ _ t"::::J EB l-,-- _; __1 ! CRYPTOEXPLDS ION FEATURE I
_____I _
I
~--
---,-------~
I
"/' NOTE:
i I /
/ \ FAULTS ARE IDENTIFIED ON TABLE 2.5-3 I
r---- --~ ---,\
REFERENCES:
DATA SHOWN ON THIS MAP WAS COMPILED FROM PORTIONS OF:
I i'" 51-! I. McCRACKEN, M.H., STRUCTURAL FEATURES OF MISSOURI; REPORT OF INVESTIGATION NO. 49, ROLLA, MISSOURI,
/ ... ,L MISSOURI GEOLOGICAL SURVEY AND WATER RESOURCES,
- ...-1' 1971, MAP.
' Il ' __ .J ____ .,. - - - - - -
- 1- L -.......---
' 2. STATE OF ILLINOIS DEPARTMENT OF REGISTRATION AND 2 l ------1 \ I J EDUCATION, BACKGROUND MATERIALS FOR SYMPOSIUM ON
- C--~ -----1 '
I ; FUTURE PETROLEUM POTENTIAL OF NPC REGION 9; ILLINOIS PETROLEUM 96, URBANA, ILLINOIS, ILLINOIS I
I I
[------':- GEOLOGICAL SURVEY, 1971, P-25.
I I I -----1 3. ILLINOIS STATE GEOLOGICAL SURVEY, GEOLOGIC MAP OF
4 ~; URBANA, ILLINOIS, 1967.
r 4. MERRIAM, D.F., THE GEOLOGIC HISTORY OF KANSAS; i BULLETIN 162, LAWRENCE, KANSAS, STATE GEOLOGICAL SURVEY OF KANSAS, 1963, P-209, Kl 5. ARBENZ, J.K. TECTONIC MAP OF OKHLAHOMA, OKHLAHOHA
~-*- CITY,OKHLAHOMA, OKHLAHOMA GEOLOGICAL SURVEY, 1956.
I I 6. BASE MAP DRAFTED FROM PORTION OF UNITED STATES BASE
' MAP, U.S. GEOLOGICAL SURVEY, 1961.
--- ...I----
1 25 0 25 50 75
~~--~---~--~~~~§'.-~! MILES f:
'1 Rev. OL-0 ~
- ....I _, 6/86 ~1 UNION ELECTRIC COMPANY 1:*'."
CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT
\
t
. ANTI CL! NAL AXIS r-.,.****.-J_
20
- j Rev. OL
+ SYNCll!\Al AXIS MILES 6/86 P.EVERSE FAULT UNION ELECTRIC COMPANY STRUCTUI'.Al CCNTDURS CALLAWAY PLANT BASE QF ROUBIDOUX FORKATlON FINAL SAFETY ANALYSIS REPORT
~or::*
FEATUEES ARE llSTED 0~ TABLES 2.5-4 AND 2.5-5 FIGURE 2.5-14 R£ .:fRENCES *
- . POkT!GN C~ STRUCTURAL FE.A.TURES MAP OF MISSOURI, TECTONIC FEATURES WITHIN CO"'.P!LED
- ;.v "'.AR.Y 1-1. 1-'.cCRACKEN, MISSOURI GEOLOGICAL SURVEY ANC WATER R.ESOL.P.CES, 1971. 50 MILES OF THE SITE CONTOURS ON TOF OF ROUBIDOUX FORI'".ATION OF ORDOVICIAN
- AGE,
.---------------------------------------------------------------------------------------~----~-*-*--*_.-...---------------------------------------------------------------------------------------------------------------,
9 0° I I
-~-
1 EXPLANATION*
BASEMENT COMPLEX BISMARK BLOCK FARMINGTON BLOCK PERRYVILLE BLOCK POTOSI BLOCK ST. FRANCOIS BLOCK rill STE. GENEVIEVE BLOCK
- UNNAMED BLOCK FAULT INFERRED FAULT
-?-?- INFERRED BLOCK BOUNDARY STRIKE AND DIP SYMBOL SHOWING ATTITUDE OF fAULT BLOCK HORIZONTAL BEDDING MILES 10 0 10 b iii I Rev. OL-0 6/86 UNION ELECTRIC COMPANY
- ~--r CALLAWAY PLANT r
FINAl SAFETY ANAlYSIS REPORT MIS~~~~~ ~i~~~G~~~~ ~~~Ei,;~g,~~6~R RESOURCES, FIGURE 2.5-15 GEOLOGICAL MAP OF MISSOURI, 1961, COMPILED BY M. McCRACKEN. TIL TED FAULT BLOCKS OF THE EASTERN OZARK REGION GEOLOGY BY GIBBONS, 1965-66 AND 1974-75 .
....---------------------------------------------------------------------------------------~ -----~~~----------------------------------------------------------------A-----------------------------------------*
..... L
- !J;h ,-*tO
- .&!._ I Rl2 Rll .... 1 R9 R8
~
AUDRAIN CO.
T48 R6 R!5 R4 R3 R2 Rl
-~-
T~ ----,----- 1
, I I
co ..
I T47 co.
T48 Rl R2 R4 T44
.... *~
T43 JfFFERSON,.CO. T42 LEGEND*
-+-
.---r ANTICLINAL .AXIS fAULT, OOT 010 OOWM SlOE
.-.- PftOPOSEO FAULT, GOT Oft OOWlf SID£ WELL LOCATION. TOP OF fi!OUBIOOUX MfAM S£A U:V(L loii,IM . . " UHOERL!NEO [ST! .. AT£0 0 CLOSED Of.:Pfi!£SSION fAULTS AND fOUlS iAKUO fJIOtol toi~CftACK[H, 1'171. WttUI£ THO~£ WAS INSUffltiEHl OATA.
OATA SOU"CE' MO. GfOL SIJI'IV[Y WELL LOG fiLE AND DON MILL Ell OF MO.GEOL. SUJIV£Y STAFf.
Rev. OL-0
- 0
- 6/86
&*...-..oJ MILES
T !SO T49 I T48
-@t-1 KINGDOM CITY FAULT T47 Rll RIO R9 R8 R7 R6
- $/T£ T46 LEGEND*
-t-
-.- ANTICLINAL AXIS DOT ON DOWN SIDE A LEVEL R!S
.... PROPOSED FAULT' ST. PETER MEAN S£ U Tg:R~I~ED ESTIMATED LOCATJON,N WELL NUMBERS INFERRED CONTOURS T4!S R3 0 CLOSED DEPRESSION DATA SOURCE' URVEY WEL L LOG FILE AND DON MILLER MO. GEOL. S URVEY STAFF.
I OF MO. GEOL S 0 4 8 k....-.-J MILES I
I iJl CONTOUR INTERVAL 100 FEET Rl R2
- ~.&::n;,o,~~.....,_
T.,
""' OLG I
COMP6~~y -~*,I UNION ELECTA y PLANT FINAlCALLAW SAFETY AN AlYSIS REPORT *-*
I
-~-
T50 LACLEDE GAS CO.
LEGEND:
T49
- T- PROPOSED FAULT, ARROW ON DOWN sIDE sto* WELL LOCATION WITH TOP OF SEDALIA IN
+
FEET ABOVE SEA LEVEL ANTICLINAL AXIS CONTOUR INTERVAL 50 FEET T48 2 0 2 5 ..-Vt.-.J MILES
=J Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT R 12W R II W R lOW FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-18
REFERENCE:
LACLEDE GAS COMPANY, HALLSVILLE UNDERGROUND BROWNS STATION ANTICLINE CONTOURS STORAGE, BROWNS STATION ANTICLINE, CONTOUR MAP ON BASE ON TOP OF THE SEDALIA FORMATION OF CHOUTEAU LIMESTONE.
I R1~1----------~.1 ,31 ~41oo RIG Rl5
~-
~***-
1 44!1* -
ANTICLIN AL AXIS OF
........ ---- ----- -40fY
/
- 456 WELL LOCATI~~
SEDALIA U1E WITH TOP SEA LEVEL)
INFERRED CONTOURS
- 545
- 372
- 579
- 8
- )'
630 5!19*
- 562 ~50 506
--"" r;I 5oo-Y Rev. OL-0 450__.. 6/86 UNIO~AllAWAYAL~~~~EPORT I
.418 ELECTRIC COMPANY T I
/
FINAL SA FETY AN 19 FIGURE 2. 5M-INUS 0 F THE SOUTHE~~~EK FISH ANTICLIN~EDAL ERN TER ON TOP OF FROM IA CONTOUR~ORMATION
~
R8
- (287) ----~-
1 T45 LEGEND:
~ ANTICLINAL AXIS
- ~_ PROPOSED ANTICLINAL AXIS 452
- WELL LOCATION AND TOP OF ROUBIDOUX IN FEET ABOVE SEA LEVEL (452l
- EST. TOP OF ROUB IDOUX IN FEET ABOVE SEALEVEL T 44 CONTOUR INTERVAL 50 FEET HACHURES ON DOWN SlOE OF DEPRESSION T43
.*~~08)
PROPOSED AXIAL TRACE OF
~9e \ PERSHING-BAY-GERALD ANTICLINE 2 0 2 4
( McCRACKEN,I971) 5v-*....J MILES
- j e59"' e625 T42
"' *594 Rev. OL-0
- 609..,. \ 6/86
\ "'"" 574 588
- 619 -..613
- 616
- 633 UNION ELECTRIC COMPANY CALLAWAY PLANT
- -644 FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-20 PERSHING-BAY-GERALD AREA
REFERENCE:
McCRACKEN, M.H., 1971, STRUCTURAL CONTOURS ON TOP OF THE FEATURES OF MISSOURI, MO. GEOL. SURVEY, REPT.
INV. 49, MAP. ROUBIDOUX FORMATION
R2 Rl I
N T 44 e301 363e T 43 T 42 55.~526 0 .. I 2 0 2 LEGEND: ~--lr-J I
- 1--
FAULT, ARROW ON DOWN SIDE PROPOSED FAULT
~- MILES Rev. OL-0 7 24* WELL LOCATION AND TOP OF ROUBIDOUX IN FEET ABOVE SEALEVEL 6/86 CONTOUR INTERVAL 50 FEET UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-21
REFERENCE:
FAULT MODIFIED FROM McCRACKEN, JEFFRIESBURG FAULT AND CONTOURS M.H., 1971, STRUCTURAL FEATURES OF MISSOURl ON TOP OF THE ROUBIOOUX FORMATION MO. GEOL. SURVEY, REPT. !NV. 49, MAP. '
r'
/*
4 2 0 LEGEND:
APPROXIMATE lOCATION OF A SPIUIIG 92 0 PRODUCING LESS THAN 6 MILLION GALLONS PElt OAT
,..* 0 0
18 0
PRODUCING 6-61+ MILLION GALLON$ PER DAY PRODUCING 65-225 MILliON GALLONS PElt OAY u
\ .***
14 90
- 1!5 PRODUCING 226-307 MILLION GAllONS PElt OAT THE NUMBER OF KNOWN CAVES RECORDED BY COUNTY, J.M. BRETZ (SHOWN IN SOUTHERN PORTION OF COUNTY) 0 p
CENtRAL I ZED BOUNDARY OF P£NNSTLVAN IAN IIOCil 0 0 <a 0 tUTCROP
~-
- h 10!
(f * (tT,, 17 0 82 M CENERAI.IZED BOUNDARY OF MISSISSIPPIAN ltOCil
.....**=***.
0 0 0
- 0 0
- 0 138 ********** OUTCROP 8
.220 I,
- 188 - - - SOUTHERN LIMIT OF GLACIATION "tr*\ ... * *
- 0 51 0 0
- 0 14 0
M *-.
211 oCJ>
- oeo 25 0 2!5 50 75 18 0
- 0 12
- 48 88 0 .% ~
,, ~~iiil*!ii-~-iiliiiii- 1
~~~~-~~~ 1
~.,:.: 0 8 II 0
coo 32 0 0
( 0 *
- 127 o .o oo 0 2 MILES 21
. ,!37
- ./
28.
I ***
0 eon 0 Rev. OL-0 0
0
- ~11 0 **
o eO
- 0 6/86 M .., ...~7 49
.**<< 104 62 28 0 18
- 48 C!' 4 a UNION ELECTRIC COMPANY CALLAWAY PLANT
REFERENCES:
- 1. LARGE SPRINGS OF IIISSOURI; FINAL SAFETY ANALYSIS REPORT H.C. BECKMAN AND N,S. HINCHEY, MISSOURI GEOLOGICAL SURVEY, P-13, 1944.
- 2. CAVES OF MISSOURI; J.H. BRETZ, FIGURE 2.5-22 VOLUME XXXIX, SECONO SERIES, IIISSOURI GEOLOGICAL SURVEY, 1956.
CAVES AND SPRINGS OF MISSOURI
- 3. GEOLOGICAL IIAP OF HISSOUIII; MISSOURI GEOLOGICAL SURVEY, 1961.
I
-~-
r 1
JACKSON CAS$
- ~
GASCONADE FRANKl!~
HENRY OSAGE BATES ST. LOUIS LINEAMENT liNN SAINT CLAIR
- **
- I DALLAS
- oq) LEGEND:
- SPRING WITH LESS THAN 6 CFS ANNUAL FLOW CRAWfORD BARTON
@ SPRING WITH GREATER THAN 6 CFS ANNUAL FLOW TE:XAS OAOE WEBSTER WRIGHT GREENE
--JASPER ~*
CHEROKEE:
LAWRENCE * ": :a**
.... DOUGLAS OREGON H!(KM 1\j.
TANEY RIPLEY~
OZARK 20 0 20 40
~~--.J I I
\BENTON ~MARION FULTON -,RANDOLPH HI..., I MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT
REFERENCE:
VINEYARD, J. AND FEDER, G. 1974, SPRINGS OF MISSOURI, MO. GEOL. SURVEY AND WATER RESOURCES, WATER RESOURCES 29.
FIGURE 2.5-23 PHELAN, M., 1969, CRUSTAL STRUCTURE IN THE CENTRAL MISSISSIPPI VALLEY EARTHQUAKE ZONE, WASHINGTON UNIV. SPRINGS IN SOUTHERN MISSOURI UNPBL. DISSERTATION.
I
-~-
AREA}
SHOWN MILES 5 0 5 CONTOUR INTERVAL 100 FEET NOTE:
PREPARED BY DAMES AND MOORE 1973 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAlYSIS REPORT FIGURE 2.5-24 Hlssourt; Hr:lbcrly. lllinois~Missourl, U.S . * .
REGIONAL Illinois: and Quonc;. 1960
- 1966 and 1956 Quadran~ l~s.
rt'Sp~CtiVt>ly~
Oat*d 1955. TOPOGRAPHIC MAP
TRUE NORTH MAGNETIC NORTH V 6.5° LEGEND B
ALLUVIAL AND COLLUVIAL DEPOSITS OF GRAVEL, SAND, SILT, AND CLAY QUATERNARY PENNSYLVANIAN ~
UNDIFFERENTIATED GRAYDON CHERT CONGLOMERATE; INCLUD-ING CHELTENHAM CLAY MISSISSIPPIAN [i;j UNDIFFERENTIATED SUSHBERG ANO BURLINGTON FORMATIONS DEVONIAN II UNDIFFERENTIATED CALLAWAY AND SNYDER CREEK FORMA1'10NS ORDOVICIAN ST. PETER FORMATION CONSOLIDATED SLUMP-BLOCK- FILLED DEPRESSIONS COTTER JEFFERSON CITY FORMATION BEDDING ATTITUDE (INCLINED, HORIZONTAL)
,180 "
JOINT ATTITUDE (INCLINED, VERTICAL)
CLAY PIT
)<'
ROCK QUARRY x x' LINE OF GEOLOGIC SECTION o~r Oal 3!
FOR EXPLANATION OF GEOLOGIC UNITS ILLUSTRATED ON THIS MAP REFER TO SECTION 2.5.1.2.2 ON SITE STRATIGRAPHY IN TEXT.
91° 50' *)*lo4:5.'
I \ I .
UNION ELECTRIC COMPANY f1AP
REFERENCE:
0 2 CALLAWAY PLANT UNITS 1 AND 2 TOPOGRAPHY BASED ON PORTIONS OF U.S.G.S. 7.5 MIN.
TOPOGRAPHIC MAP ADVANCE PRINTS:
FINAL SAFETY ANALYSIS REPORT FULTON SE,MISSOURI QUADRANGLE MONTGOMERY CITY SW, MISSOURI QUADRANGLE 4000 MILES 6000 12000 MOKANE NE, MISSOURI QUADRANGLE 0 MORRISON NW, MIS SOUR I QUADRANGLE SECTION LINES SHOWN ARE APPROXIMATE FIGURE 2.5-25 FEET CONTOL!R INTERVAL 20 FEET RECONNAISSANCE GEOLOGIC MAP SITE AREA
.,-I~ BORING LOCATION AND NUMBER
,..- BORING LOCATION WITH PIEZOMET£11 I:JT,-1 TEST PIT LOCATION AND GRAYDON CHIRT CONGLOMERATE PI.ATE LOAD TEST LOCATION WATER WELL TEST LOCATION
- SUBSURFACE CROSS SECTIONS NOTES*
SEE FIGURE 2.S- 27 FOR DETAILED MAP OF INSERT "A".
SEE FIGURE 2.&-30 FOR SUBSURFAc;E CROSS SECTIONS.
FEET 1000
0 1000
~ --
2000 !000 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT REFERENCE
- TOPOGRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY 4-14-72 FIGURE 2.5-26 STRUCTURE LOCATIONS FROM SVERDRUP 6 AREAL PLOT PLAN PARCEL AND ASSOCIATES, INC FIGURE SK 101874 101
EIOO, 50 LEGEND Q!p BORING LOCATION AND NUMBER
- P-IG BORING LOCATION WITH PIEZOMETER s::
rr1 3? .PS-I PIEZOMETER LOCATION AND NUMBER HS-1
-1 A:JZ: PLATE LOAD TEST LOCATION AND NUMBER P-139 rr1 X 0 - - -
- SUBSURFACE CROSS SECTION
- 0 X X
13
- 0 0
)>
0 X
X X P-129 0 P-127° E99,7 0 I x
9 10 11 1Z 1]
14 1).
z6 28
]1
]2 33 19 N\lff 'lt I~'~OF-i ""eN f-1~*)~~ :*.)-1'14 1'1-tl
- JFTI-1:. FI,URl.
Untt 2 was cancelled rn 1981 kf'J I~ I UN LAYDQ\JN PLANT 200 400 l -;;;;}
FEET 0 f {
P-36 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 27 SITE PLOT PLAN NIOI,750 N 101,250 N 100,750 N !00,250 N 99750 N 99,250 ;98,750
-$-Ps-6
-$- P-130 K' P-132 -$- P-133 -$- P-134
-$-P-117
-$- P-103 BORING WHICH DID NOT PENETRATE THE COTTER-JEFFERSON CITY FORMAT ION PS SIGNIFIES PLANT SITE PIEZOMETER
-$- P-102
- *DEEP BORING INTO THE COTTER-JEFFERSON CITY FORMATION
'DEEP BORING INTO THE COTTER-JEFFERSON CITY FORMATION-PRESSURE TESTED M--M'. LOCATION OF SUBSURFACE CROSS SECTION AREA UNOERLA IN BY PALEOKARST FEATURES
~-34 NOTE: Unit 2 was cancelled in 1981.
-$-P-101 FEET 0 50 100 Rev. OL-0 6/86
$-P-40 P-118-$- UNION ELECTRIC COMPANY CALLAWAY PLANT K
FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-28 P-94
-$- P-99 PLOT PLAN-UNITS I AND 2
-$- PS-2
COTTER--EFFERSON CJTY AOUBIOOUX GASCONADE EMINENCE MSSIVE TO THICo<.*_y B~D~ED POTOSI THi'l TO Jo!t0!1JJo' iHtlOfG OCLOMiTf AlT£f!o!ATl'l{; wj'iH THIN BEDOHi SltTSTO~E A!.!O SHAlE OERBY-OOE RlJN I DAVIS SANDSTCM£. A"O DOLOMITE:.
F I~E TO MECIL*M GRAIIHO LOCAllY BONNETERRE
'It<£ TC' COARSE G!H.!NtC CI\OSS p({}GEll LAMOTTE 160-300
- Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 29 SITE STRATI GRAPHIC COLUMN
G G' BORING BORING BORING ~XISTING GROUND SURFACE ELEVATION IN FE-ET- MSL P-8 BORING BORING P 54 C _ /
5 2 f1-~;;~~~===========P~6==~~~~~~~=P~4=8~~~~~~~===J~~;;~~~~~;:::::::::::::~B~O~R~I;N~G~=:=:~~a.--~~
850- -850 1--- LOESS R-7 ACCRETION GLEY COLLUVIUM 800- ----------------~~-~-------===~~=f=====~==~~~~~::~~~====F===~;;;;;;---~==~-~
-~----- GLACIAL TILL GRAYDON CHERT CONGLOMERATE
-800
=------
1~-::-:eu=R.,-LI.,-NG=TO-:-cN,.----;:FO=R=MA:-::T:-:::10::-N----+-------------------J
~- ===---
750-SNYDER CREEK FORMATION ~BUS~-;~ORMATtOit= -750 r---~------~--+~-------------'---------- ------------------~-----------,-------
CALLAWAY FORMATION 700-
--r----- / /---JOACHIM
- -----FORM~----------- - - - -700 PALEOKARST ____---II
~- ST, PETER
[J FORMATION RUBBLE COTTER-JEFFERSON CITY FORMATION 650- -650 SECTION G-G' GENERALIZED EXCAVATION AND FOUNDATION GRADE GROUND WATER H ff-LANlj H'
SURFACE,'\
ELEVATION IN FEET-MSL 850 _ EXISTING GROUND SURFACE-----._ BORING BORING BORING BORING BORING BORING BORING 48 64
',;::r;~~~~~~~~~~~~~::~~~;:~~~:;:;~::~~~;:~~o:::~~~:;:l~:;~;;;:~~~~======~~~;:~~ii=i~:;;;;;;:~~~~~~~~"'~--,~~~~~P;-~~::::::~~P~-~~~ e~o~R~I~N~G~ P-~:= ~a~o~R~I~N~a~ P~-;~~~~:;;;;P~-~~~::~~~~~:;;;;;P:-f.l;a~~~;;,~~~~~~P-I 13 42 9 39 BORI~G ___.--LOESS .LL.OESS- EXISTING GROUND SURFACE ----LOESS \ -..r::::::---.!:.-31 P-63 ~ LOESS 850 C5-~ BORING /_COL-LU-V-IU-M . \:' r-..... -- . __
~ ....._ CO_L:UVIUM--
~
c5 6 ACCRETION-GLEY ---- ..J- ._...__ __~ -*~ ACCRETION GLEY 8 ",...... ___. _ ,--- _ -, --GLACIAL TILL 0v- ACCRETION GLEY -- ---
GLACIAL TILL'" __ lh~
GLACIAL Tl GRAYDON CHE"T CONGLOMERATE GRAYDON CHERT CONGLOMERATE - - - !0\J\-
_.., ..... T\'""'"'" GRAYDON CHERT CONGLOMERATE _BURLINGTON FORMAT:ON-==! z _...- ~~----- BURLINGTON FORMATION 750- OUTWASH(?) ~-==-==;_-;_-;_-=-:::_::_::::_:::-~-:::::_::_:::_:::_::~=::=.BURLINGTON FORMAfiON -I- -- - 8USH8ERG FORMATION--..:__::;:::> --.-;::,"-"',..,.l,P""~"'.---,.-- jl =-:::::c-r--
/
/'1.~ -'susHBERG FORMATION I -- ---------------- sNvoER cREEK FORMATION --L-----r-- I SNYDER CREEK FORMATION BUSHBERG FORMATION' 750
? / SNYDER CREEK FORMATION - - __ __ _ ___ -- -- -- CALLAWAY FORMATION --_1-----
. ::::::::_?..c-.__ --- - - - - -- -- CALLAWAY FORMATION 700- - CALLAWAY FORMATION
-- JOACHIM
- ~~-~
FORMATION ST. PETER------~
FORMATION COTTER-JEFFERSON CITY FORMATION
.___ .7()0 650-PALEOKARST RUBBLE SECTION H-H' HORIZONTAL SCALE IN FE":'
Rev. OL-0 0 500 1000 NOTES; 6/86 SEE FIGURES 2.5*26 AND 2.5-27 FOR LOCATION OF SECTIONS.
THE DEPTH AND THICKNESS OF STRATA INDICATED ON THE UNION ELECTRIC COMPANY SUBSURFACE SECTIONS WERE OBTAINED BY INITRPOlt*TINC BET\JEEN BORINGS. INFORMATION OF ACTUAL CONDITiONS CALLAWAY PLANT EX I SfS ONlY AT 80R lNG LOCATIONS. IT l S POSS ISLE THAT CONDITIONS BETIIEEN BORINGS MAY VARY fROii THOSE FINAL SAFETY ANALYSIS REPORT INDICATED, THE DISCUSSION IN THE TEXT IS NECESSARY FOR PROPER UNDERSTANDING OF THE NATURE OF TilE SUBSURFACE MAlERIALS, FIGURE 2.5- 30 ELEVATIONS REFER TO MEAN SEA LEVEL DATUM. SUBSURFACE VERTICAL EXAGGERATION
- lOX SECTIONS
WEST EAST I I' BORING BORING BORING BORING BORING BORING BORING BORING P-131 P-48 P-144 P-70 P-143 P-141 P-136 P-22
~--_....
~GROUND SURFACE
_________.. ._. . _. . __________ +----------------~ -- , rt-OESS 850
:r::::--------t----_....----------t-~A~C~C:R~ET~I~ON::-:GL~E~Y~~------------_...._....____________________J
~--------------------~------------- ~
"'--GLACIAL TILL 800 GRAYDON CHERT CONGLOMERATE 800
~BURLINGTON FORMATION ./BURLINGTON FORMATION If-
"-euSHBERG FORMATION 750 SNYDER CREEK FORMATION 750 CALLAWAY FORMATION JOACHIM (FORMATION
---~~ . v.J" COTTER- JEFFERSON CITY FORMATION COTTER- JEFFERSON CITY FORMATION
~ .................... ,
SHETEA
"~FORMATION /
I I ,'
PALEOKARS~'
RUBBLE _/
/ /
~ /
550 500 (ELEV. 500)
-'S:::.A;;;;O~T~P;;R ~M-;:;:- 0;- -
COTTER -JEFFERSON CITY REGIONAL AQUIFER
500 450 450 400 -400 Rev. OL-0 FEET 6/86 NOTES: NO VERTICAL EXAGGERATION 50 0 50 100 ALL CONTACTS EXCEPT 5URLINGTON-BUSHBERG ANG t:jtj~ I I UNION ELECTRIC COMPANY JOACHIM-ST,PETER ARE UNCONFOKMABLE, CALLAWAY PLANT THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA FINAL SAFETY ANALYSIS REPORT INDICATED ON THE SUBSURFACE PROFILE WERE ORTAINEO BY INTERPOLATING BET\-,'EEN EIORINGS, INFORMATION ON FIGURE 2.5-31 ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS.
SUBSURFACE CROSS SECTION I-I' REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE.
SOUTHWEST NORTHEAST J J' BORING BORING BORING BORING BORING BORING BORING BORING P-68 P-52 P-69 P-53 P-144 P-70 p -142 P-51 850- ~GROUND SURFACE _.,-LOESS r--850
--1--
ACCRETION-GLEY
. --~-----~-----------------r------------~
'-GLACIAL TILL 800- GRAYDON CHERT CONGLOMERATE 1-800 BURLINGTON FORMATION
\BUSHBERG FORMATION 750- SNYDER CREEK FORMATION r--750
~
'- 700-CALLAWAY FORMATION , /JOACHIM
~'FORMATION _J.------- 1-700
~
---~~~~~~~~~~----~/~
I...
I...
~ ~
l(
I( ' ' /J
\ \\ ST. PETER /1
~ 650- \ FORMATION // 1-650 ~
~
~
\~
~ COTTER- JEFFERSON CITY
~ 600- FORMATION
~
~
550- r-550 PALEOKARST RUBBLE
( ELEV. 500) 500- - ~AP;IM~ UP;;;- L ; O-F- - - 1-500 COTTER- JEFFERSON CITY REGIONAL AQUIFER 450- '-- 450 FEET 50 100 I I Rev. OL-0 6/86 NOTES: NO VERTICAL EXAGGERATION All CONTACTS EXCEPT BURLINGTON-BUSHBERG AND UNION ELECTRIC COMPANY JOACHIM-ST.PETER ARE UNCONFORMABLE. CALLAWAY PLANT THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA FINAL SAFETY ANALYSIS REPORT INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT FIGURE 2.5- 32 BORING LOCATIONS.
REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE CROSS SECTION J- J' SUBSURFACE PROFILE.
SOUTHEAST NORTHWEST POWER BLOCK I LOCATION I l K' BORING BORING BORING BORING BORING BORING BORING P-70 P-145 P-132 P-39 P-17 P-31 P-71 850- GROUND SURFACE-.........
r-850 ACCRETION .GLEY GLACIAL TILL 800- GRAYDON CHERT CONGLOMERATE 1--800 BURLINGTON FORMAT ION
\_BUSHBERG FORMATION SNYDER CREEK FORMATION 750- 1--750 CALLAWAY FORMATION JOACHIM
-- ---ir-----------------11--------------------------t-~~~~~---
~
700-COTTER-JEFFERSON CITY
,_--.::::: l
.................. ..... ~
FORMATION
--~w
-~
~_j~------------------------------1
...... FORMATION , ' II
~
1.( 650- PALEOKARST~
\ \
I I I I RUBBLE ~ \ 1 /
~ \\ ~ ST. PETER FORMATION
\ \ I I
~
t:::: 600-
\\_)'
~.'/
~
taJ
~
550- -550 500- - - - - - - - - - - - - - - - - - -------- ~
(ELEV. 500)
APPROXIMATE UPPER LIMIT OF t-500 COTTER-JEFFERSON CITY REGIONAL AQUIFER 450- 1--450 400- -400 FEET Rev. OL-0 50 0 50 100 6/86 NOTES: NO VERTICAL EXAGGERATION I ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG AND t;:jt;:jt:j I UNION ELECTRIC COMPANY JOACHIM-ST.PETER ARE UNCONFORMABLE. CALLAWAY PLANT HNAL SAFETY ANALYSIS REPOin THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLAT!~JG BETWEEN BORINGS. INFORHATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT FIGURE 2.5-33 BORING LOCATIONS.
SUBSURFACE CROSS SECTION K- K' REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE.
SOUTHWEST NORTHEAST POWER BLOCK I LOCATION I L I I L*
BORING BORING BORING BORING BORING BORING BORING P-27 P-147 P-35 P-148 P-17 P-74 P-37
====-- --
850- /GROUND SURFACE f .,--LOESS
,--850
+----"'~~------------- -------11--------1-------------1 1=----------~-~-~-~-~==========~F=====;:A=C=C=R=ET=I=O=N=-=G:L:E:Y::::::=
800-
~ "-GLACIAL TILL
~--------~---------------~
-- -- -------4----------.-----------------J GRAYDON CHERT CONGLOMERATE -800
/BURLINGTON FORMATION
"-BUSHBERG FORMATION 750- SNYDER CREEK FORMATION
~~~~~~~~_,------+-----~~~~~
r---750
~
CALLAWAY FORMATION - '.....(/)""
'-700- ---- 4-----------------------+-------t----------;- ~- - t-700 ~
..... ?-- .... l.i--? COTTER- JEFFERSON CITY .....
~ ~
~
\..__PALEOKARST FORMATION I( RUBBLE I(
~ 650- t-650 ~
~
~
t- 600 ~
ll.t
~
550- -550 500-
( ELEV. 500}
APPROXIMATE UPPER LIMIT OF COTTER- JEFFERSON CITY REGIONAL AQUIFER t-500 450- r- 450 400- FEET -400 50 0 50 100 t:;jt:;jtj I I Rev. OL-0 6/86 NOTES: NO VERTICAL EXAGGERATION ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG AND UNION ELECTRIC COMPANY JOACHIM-ST,PETER ARE UNCONFORMABLE. CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BET'tiEEN BORINGS, INFORt~ATION ON FIGURE 2.5-34 ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS.
REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE CROSS SECTION L-L' SUBSURFACE PROFILE.
SOUTH NORTH
~-~----
4 POWER BLOCK LOCATION ----.!~*
-1 1
M M*
BORING BORING BORING BORING BORING P-IOO AROUND SURFACE P-72 P-147 P-146 P-28 850- { ~OESS
- - 850 J-__,,...-
- :'--------+---- ~--- ------1 t-~\~G:7L-:A-;::-C:-:IA7L"""'T:::-:I:-:-L-:-L----1--- -~--- ~ - -----1
'-ACCRETION-GLEY GRAYDON CHERT CONGLOMERATE r- 800 """'
....,J l__B_U_R_L-IN-G-TO_N_F_O_R_M-AT-10-N---t----lr------r~:::::---_ Ct)
~
\. BUSHBERG SNYDER CREEK ....
JOACHI~N\
FORMATION
--~1----
FORMATION FORMATION CALLAWAY FORMATION t- 750 ~
1.(
~
1~ -/- f--700 ~
ST. PETER ~V _.a.----t---
FORMATION/_~
t:::
~
PALEOKARST>> ~
650- RUBBLE f--650 ~
600- '-600 FEET 50 0 50 100 tjtjt::j I I Rev. OL-0 6/86 NOTES: NO VERT ICAL EXAGGERATION ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG AND UNION ELECTRIC COMPANY JOACHIM-ST.PETER ARE UNCONFORMABLE. CALLAWAY PLANT THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA FINAL SAFETY ANALYSIS REPORT INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS, INFORMATION ON FIGURE 2.5-35 ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS.
SUBSURFACE CROSS SECTION M-M' REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE.
900 I_ PLANT _I LEGEND NORTH 26° WEST lSi TEl EXISTING GROUND SURFACE 900 BOO AUXVASSE CREEK LOGAN CREEK f.-MISSOURI RIVER FLOOD PLAIN BOO
,_ l,lllATlRtJI\f,y kllii'JIUM VALUY t I l l Dff'\F 1'---
700
'".._'" 700 CUNSISTINC, (If LLAY, SILT, S~~u A~'U uHA\'ll AlONG [XISTING STRfAMS *
"'z 800 <(
600
..J
'" QUIIHkNAkY UNDI~FERt-ntATEO- Pli:.I~TUClNl SOIL DEPOSITS CONSISTING OF GlAc:IAL TILL, 500 500 ACCRE.TION-GLEY AND LOf SS.
400 400 SECTION X-X' PlNNSYL VAN IAN UNO IFf- ERE NT IATlO - I NllUUlS LIMIHD EXPOSURES OF CHfl TfNHAM CLAY IN NORTHERN PORT ION OF SECT ION X - X' AND GRAYDON CHERT CONGLOMERATE OF TENATIVE PENNSYLVANIAN AGE.
Lf!,Arrr__j 900 NORTH 50° EAST lSI T-El LOGAN CREEK EXISTING GROUND SURFACE 900 100 800 AUXVASSE CREEK MISSISSif'f'IAN lHWIFflRlNTIATlD- INCLUDES BlJRl INGTON LIMtSTONE AND UNDf_RLYING BUSHBERG SANDSTONE.
700
'" 700 z
0 100 <( 600 O!:.VUNIAN UNO If--f lRlNTIATEO- INCUJDlS
> SNYDER CREEK S ll TSTONE AND UNDERLY lNG
..J CALLAWAY ll ME STONE
- 500 500 SECTION Y-Y' OROllVICIAN Ut~Uif FERENTIATI.:_D INCLUDES 400 400 COTTER~JfFFfHSO"i CITY DOLOMilE AND OVERLYING PATCHl~ OF ST. PEHR SANDSTONE AND JOACHIM DOLOMITE.
NOTES:
1100 900 EXISTING GROUND SURFACE SEE FIGURE 7.S 15 FOR LOCATION OF SECTIONS.
NORTH 77* WEST THE DlPTH AND THilKNlSS OF STRATA DEPICTED ON THF SUBSURf-ACE SECT IONS WAS OBTAINED BY RECONNAISSANCE GEOLOGIC 1-\APPING. AT THE AUXVASSE CREEK PLANT SITE, BORING,DATA WAS AVERAGED TO 100 CREEK BOO OBTAIN THICKNESS AND ELEVATIONS OF STRATA.
IT IS POSSIBLE THAT CONDITIONS HAY VARY FROM THOSE INDICATED.
,_ DISCUSSION IN TEXT IS ESSENTIAL FOR PROPER 700 '"'".._ 700 UNDERSTANDING OF SUBSURFACE CONDITIONS.
THE SITE STRATIGRAPHIC COLUMN IS SHOWN ON
~
FIGURE 2.5-17; MORE DETAILED SUBSURFAn z SECTIONS ARE PRE_SE_NTED ON FIGURE 2.5-18.
,_~
800 <( ELEVATIONS Rl~ LR TO MEAN SEA LEVEL DATUM.
> 600
'"..J Rev. OL-0 VlRTILAl EXI\r,Gi:RATION "' 20X 6/86 500 UNION ELECTRIC COMPANY SECTION Z-Z' CALLAWAY PLANT 400 400 FINAL SAFETY ANALYSIS REPORT FEET 2000 0 2000 4000 6000 FIGURE 2.5-36
~~ril-lllllii-~~iiiiiiiiiiiii~'~~!iiiiiiiiiiiii~J GENERALIZED SUBSURFACE SECTIONS
iflev-- ....L.._l.:.~R>Oii I
I
_f"'""'_l_~-
17 I I
0 w w I-w
(_') w ~
(_')
z u z (_')
<t ...,w <t z
<t w
z I 0 I u a: u I ...J Q_ u u
...J ...J ...J I-
<t <t < <t z U.S. mPORT z w z z <t VICHY, MO. Q a: 0 0 11~0 SEC. 2, T 39 N, R 6 W 1-
<t I- I- 0 EL. 1133 u u u u 1150 w w w w X a: I- a: a: w 1100 a (f) a 0 ::E 1100 I I 10~0 10~0 1000 1000 900 1
20 0 20; N W ROPES (V 100 SEC. 36, T 45 It, R 6 W NEW BLOOMFIELD 110 EL. 1&4 SEC ~I ,T 46 N, F{ u) W *
- ~ --~-~
1~-
MILES
~I
. I 850 EL. 839 8~0 BOO 800 750 750 700 850 LIMESTONE a C~ERT BOO 550 550 500 KINDERHOOK GROUP 500 LIMESTONE, SHALE a SANDSTONE 450 450 T. D. 213 400 DEVONIAN SYSTEM T. D. 470 400 LIMESTONE a SANDSTONE
--- --- 350
\
\
300
\
250 T. D. 515 200 T. D. 1007 T.D.920 T.D.940 150 Rev. OL-0 6/86 5 0 5 10 I UNION ELECTRIC COMPANY k-- *-- ~
c**~
MILES I CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT HORIZONTAL SCALE FIGURE 2.5-37
REFERENCE:
REGIONAL GEOLOGIC CROSS SECTION MISSOURI GEOLOGICAL SURVEY AND WATER RESOURCES ROLLA, MISSOURI TO FLORIDA, MISSOURI VOL. 28 SECOND SERIES, PLATE 4
{~ C5-7
-~-
1 I.IEG!ND*
.;jr*' ro~~L~~DL?Nct~!?li AND NUMBER
- $~ 14 lORING t..OCATtON AND NUMIEft
- BORING LOCATION WITH PIEZOMETER TEST PIT LOCATION AND GRAYDON CHERT CONGLOMERATE PLATE LOAD TEST LOCATION (l) WATER WELL TEST LOCATION
..ih. ELEVATION OF THE TOP OF GRAYDON CHERT
'1" TUI CONGLOMERATE NOTES*
THE CONT~S ARE BASED ON GEOLOGIC DATA OBTAINED FROM SORINGS IT IS POSSIBLE THAT CONTOURS MAY VARY FROM THOSE INDICATED.
T REO ACE SHOWN ON THIS MAP IS AL UNC AND DOES NOT RILY RE UCTURES OF UNDERLYING THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP.
ELEVATION REFER TO MEAN SEA LEVEL DATUM.
CONTOUR INTERVAL
- S FEET 1000 0 1000 2000 3000
~----.J I
I FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-38 CONTOURS ON TOP OF GRAYDON CHERT STRUCTURE LOCATIONS FROM SVERDRUP 8 CONGLOMERATE - SITE AREA PARCEL AND ASSOCIATES, INC. FIGURE Sl< -10 1874 I 01
.I I
~-IU I I I jol /'l.?'/1- f' 810.0------
z N 'JS.~JO-0
.1-. P-118
~ 809.0 P-119 JL 809.~1""'
H 99.lSO-
) P-93~
809.Z'J"'
\
P-6!1
~811.0 I P-66 i$t- 809.1
~P-67
'I'" 808.11 P-10~
809.1'-/"
" 100.000-EXPLANATION
/ ~
P-31 BORING LOCATION AND NUMBER
( .. BORING LOCATION WITH PIEZOMETER P-12~ P*l6 807.~ -+ps.tiEZOMETER LOCATION AND NUMBER_
808-H$*1
~ ELEVATION OF TOP OF GRAYDON CHERT 810 .4T CONGLOMERATE N I{!C,2~- -76~
810.4 P-~ P-14~
+91o.t~
~P-130 NOTES:
'!"'813.2.' 809!1'!"
THE CONTOURS ARE BASED ON GEOLOGIC DATA OBTAINED FROM BORINGS (SEE TABLE 2. 5-6).
,)
IT IS POSSIBLE THAT CONTOURS HAY VARY FROM THOSE INDICATED.
THE CONTOURED SURFACE SHOWN ON THIS HAP IS AN EROSIONAL UNCONFORMITY AND DOES NOT NECESSARILY r::::
REFLECT STRUCTURES OR ATTITUDE Of THE UNDER*
- -121 LYING STRATA.
809.5 N 100,$00-THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP,
~809.6 ELEVATIONS REFER TO MEAN SEA LEVEL DATUM.
/
~~
Un1t 2 was cancelled tn 1981.
w
"'- ~ ~ -BIZ,)
FEET 100 0 100 zoo P-122 _ / - P-124 "'"'>-
-+"'-:!.. \
+eu.t/ jeo9.e .J(/)
<(
_/ P-119 P-60 \
- cr 1-w z 1-
~P-16 811.4
/ ~ 809.2 ~810.6$ CONTOUR INTERVAL
- 2 fEET
/
_H-123/
'1"'810.1
'O,o AP-125 Te1o.e w"'
~~
UJ I p- 95---808 --.....___
~_)
UNION ELECTRIC COMPANY Rev. OL-0 6/86
,ft 808.0 CALLAWAY PLANT I FINAL SAFETY ANAL YS!S REPORT FIGURE 2.5-39 CONTOURS ON TOP OF GRAYDON CHERT CONGLOMERATE-PLANT SITE
~ ~ 0 n 0
,,n if.
n
~ ~
- 1,
~
i?
v 2 u ,.
~
u u
~
~ ,,,
I -¥*13~
I I I I I I I I
/( 9'1,1')0-P-I:H
~
/ I
/
/ P-2~
I }
J
"'99,SOO-39.0 4 P-II~
P-Z~
IT. I H 9!,7Y.l-N 100,000-
~-3180RING LOCATION AND NUMBER PIEZOMETER
"<T ATION WITH
.. 801\ I NG LOC N AND NUH8ER P-16 PIEZOMETER LOCATIO
-.pS-1 T HS*I* F THE GRAYDON CHER
- .. ~~~g~~mmIN FEET 0 21.ir N I00,2SO-NOTES 1 BAS EO ON GEOLO CO~~~~~~ t~~ETHATTABLE GIC DATA OBTAINED THE 2.5-6). VARY FROH THOSE FROM B CONTOURS HAY
~ND6H~g~NECE~s~mk IT IS POSSIBLE ESS OF THE INDICATED, W VARIATIONS
~~Mgn~in~~~~G~~Mf~~nu~~ s~:~::~
REFLEC OF E TEXT IS ES y ;:R PROPER DISCUS~~g N IN TH H 100,500-THE UNDERSTAND OF THIS HAP.
Unit 2 was cance lledin1981.
FUT
+ HS -I ... ...
100 0
100 100 CONTOUII INT!IIVAL' 5 HET N I00.7';JJ-P-~9
~33.5
\
\ \ Rev. OL-0 6/86
\ ELECTRIC COMfANY
- 2. 5-40 FIGURE CHERT SOPAC~O~~LOMER GRAYDON I ATE
I
-~-
1 A* c~-os
- '787.8 LEGEND*
ltf5*1 BORING LOCATION AND NUMBER (DRILLED IN 1972)
~**14 BORING LOCATION AND NUMBER
.R-B BORING LOCATION WITH PIEZOMITEII QTP*I TEST PIT LOCATION AND GIIAYDON CHERT CONGLOMERATE PLATE LOAD TEST LOCATION WATER WELL TEST LOCATION NOTES*
THE CONTOURS ARE BASED ON GEOLOGIC DATA OBTAINED FROM BORINGS liH~S~OI~~~~l;ttrAT CONTOURS MAY VARY FROM THE CONTOURED SURFACE SHOWN ON THIS MAP IS EROSIONAL UNCONFORMITY AND DOES NOT NECESSARILY REFLECT STRUCTURES OF UNDERLYING STRATA.
~~MRc&~S~~~~~N);~JG T5N~rs E~~~NTIAL FoR ELEVATION REFER TO MEAN SEA LEVEL DATUM.
Unit 2 was cancelled in 1981.
CONTOUR INTERVAL
- 5 FEET 1000 0 5.-------J 1000 I
FEET 2000 3000 I
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-41 CONTOURS ON TOP OF ROCK STRUCTURE LOCATIONS FROM SVERDRUP 6 PARCEL AND ASSOCIATES, INC FIGURE SK-101874IOI SITE AREA
~-137 z
0 P-22~
- 1)
X 7 77 .IT""
_.t.,_P-40
'11'"784.2 EXPLANATION P-31 r
~ BORING LOCATION AND NUMBoR
... BORING LOCATION WITH PIEZOMETER P-IG
-+.:
PS-I PIEZOMETER LOCATION AND NUMBER HS-1
~ ELEVATION Of TOP OF ROCK 781.5'r NOTES:
-76 8.6 THE CONTOURS ARE BASED ON GEOLOGIC DATA OBTAINED P-64 P-14~ FROM BORINGS (SEE TABLE 2.5-6).
~'788.9
~
IT IS POSSIBLE THAT CONTOURS HAY VARY FROM THOSE INDICATED.
THE CONTOURED SURFACE SHOWN ON THIS HAP IS AN EROSIONAL UNCONfORMITY AND DOES NOT NECESSARILY REFLECT STRUCTURES OR ATTITUDE Of THE UNDER-
-rr5- LYING STRATA.
--- PS-G THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER
- -121 UNDERSTANDING OF THIS HAP.
rso-=f-
' IG0,500---- ELEVATIONS REFER TO MEAN SEA LEVEL DATUM.
f85------
) Umt 2 was cancelled in 1981 ,
J FEET 100 0 100 200 txJitiJ!a1 I I
/
/ P-59
~775.7
\ CONTOUR INTERVAL'~ FEET
--- ---- \ ....
0
\ UNION ELECTRIC COMPANY CALLAWAY PLANT Rev. OL-0 6/86
' j ( ~
\ FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-42 CONTOURS ON TOP OF ROCK PLANT SITE
~
-~-
1 C5-S
- 7-l.EGENO*
{f/5*1 ?o~~Lt~oL?Ncmo~ AND NUMBER
~P*I* BORING LOCATION AND NUMBER
.* R-a BORING LOCATION WITH PIEZOMETER or*- I TEST PIT LOCATION AND GRAYDON CHERT CONGLOMERATE PLATE LOAD TEST LOCATION WATER WELL TEST LOCATION ELEVATION OF THE TOP OF GRAYDON CHERT 4793! CONGLOMERATE NOTES*
THE CONTOURS ARE BASED ON GEOLOGIC OATA OBTAINED FROM BORINGS IT IS POSSIBLE THAT CONTOURS MAY VARY FROM THOSE INDICATED.
THE CONTOURED SURFACE SHOWN ON THIS MAP IS EROSIONAL UNCONFORMITY AND DOES NOT NECESSARILY REFLECT STRUCTURES OF UNDERLYING STRATA.
THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP.
ELEVATION REFER TO MEAN SEA LEVEL DATUM.
Unit 2 was cancelled in 1981.
CONTOUR INTERVAL = 5 FEET 1000 0 1000 2000 3000
~sw.....-J I FEET I
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-43 CONTOURS ON TOP OF SNYDER CREEK STRUCTURE LOCATIONS FROM SVERDRUP S FORMATION - SITE AREA PARCEL AND ASSOCIATES, INC. FIGURE SK -101874 !01
g ~ g ~ :~
0 ~ 5\
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... BORING LOCATION WITH PIEZOMETER P*ll
+.Fltl*l PIEZOMETER LOCIIT ION liND NUMBER Htl*l P*ll~
A ELEVATION OF TOP OF SNYDER CREEK 7811,J"""" FORMAT ION THE CONTOURS ARE lASED ON GEOLOGIC DATA OITAINEO FROM BORINGS (SEE TABLE 2.5*6),
/ IT IS POSSIBLE THAT CONTOURS MAY VARY FROM THOSE INDICATED,
/ THE CONTOURED SURFACE SHOWN ON THIS MAP IS AN EROSIONAL UNCONFORMITY AND DOES NOT NECESSARILY
/ REFLECT STRUCTURES OR IITTITUDE OF THE UNDER*
LYING STRATI!.,
THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP.
(
N 100,500- ELEVATIONS REFER TO MEAN SEA LEVEL DATUM, Unit 2 was cancelled 1n 1981.
I *-*u( "-..
100
- ~!"**~***-
0 fEET 100
-==--==
200
\ ""'-*~\
CONTOUR INTERVAL
- II I'EET h-124 N IOO,hO- "'"'*' 782.!l'f' Rev. OL-0
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UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-44 6/86 CONTOURS ON TOP OF SNYDER CREEK FORMATION- PLANT SITE
-~-
1 LEGit NO*
j* CO*< !lORING LOCATION AND NUMBER
<*,~* (DRILLED IN 1972)
J!j;P*t* lORING LOCATION AND NUMBEI!
- ~*e BORING LOCATION WITH I'I!ZOMETEII TUT PIT LOCATION AND GRAYDON CHEAT CONGLOMERATE PLATE LOAD TUT LOCATION WATER WELL TEST LOCATION
~~ ELEV.IITION OF THE TOP OF GRAYDON CHERT
"'7' 79! I CONGLOMERATE NOTES*
THE CONTOURS ARE BASED ON GEOLOGIC DATA OBTAINED FROM BORINGS IT IS POSSIBLE THAT CONTOURS MAY VARY FROM THOSE INDICATED.
THE CONTOURED SURFACE SHOWN ON THIS MAF> IS EROSIONAL UNCONFORMITY AND DOES NOT NECESSARILY REFLECT ST~UCTURES OF UNDERLYING STRATA.
THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP.
ELEVATION REFER TO MEAN SEA LEVEL DATUM.
Unit 2 was cancelled in 1981.
CONTOUR INTERVAL * ~ FEET 5--*-*-*J 1000 0 1000 FEET I
2000 3000 I
Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-45 CONTOURS ON TOP OF CALLAWAY STRUCTURE LOCATIONS FROM SVERDRUP 8 PARCEL AND ASSOCIATES, INC FIGURE SK-101874!01 FORMATION- SITE AREA
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P-31 EXPLANATION BORING LOCATION AND NUMBER
"" P-12~ /
P-16
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BORING LOCATION WITH PIEZOMETER PI ElOHETER LOCATION AHO NUMIEI\
- / I ~
PS*I HS~
ELEVATION Of TOP OF CALLAWAY I
735.ir FORMATION NOTES:
I THE CONTOURS ARE BASED ON GEOLOGIC DATA OBTAINED FROM BORINGS (SEE TABLE 2.5:6).
IT IS POSSIBLE THAT CONTOURS HAY VARY FROM THOSE INDICATED.
THE CONTOURED SURFACE SHOWN ON THIS HAP IS AN EROSIONAL UNCONFORMITY ANO DOES NOT NECESSARILY
~-121 REFLECT STRUCTURES OR ATTITUDE OF THE UNDER*
LYING STRATA.
I THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER P-106 UNDERSTANDING OF THIS HAP.
~~ ELEVATIONS REFER TO HEAN SEA LEVEL DATUM.
\ I Unit 2 was cancelled in 1981.
/~"'-'
f'EET 100 0 100 ~00
\
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- 5 FEET Rev. OL-0
- 123
.,.,I I UNION ELECTRIC COMPANY CALLAWAY PLANT 6186 I
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I FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-46 CONTOURS ON TOP OF CALLAWAY FORMATION- PLANT SITE
20
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- - - -
- 7 7 0 - - . _ /_ _
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-~)>m THE DASHED LINES X*X', Y*Y', AND Z*Z' LOCATE r::o ::0 -<:eo SUBSURFACE SECTIONS THAT ARE SHOWN ON FIGURE 2,5*19.
rrrl rrl
)>)>-4 SCALE IN FEET
~8 THE CONTOURS ARE BASED ON DATA OBTAINED 1\)
z)>-(- ::D BY RECONNAISSANCE GEOLOGIC MAPPING. 5000 0 5000
~z r- ()
IT IS POSSIBLE THAT CONDITIONS MAY VARY I ;;; ;;; I
., d 0 c (JI
~
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- 0 ...... THE DISCUSSION IN THE TEXT IS ESSENTIAL
- 0 CJ) ;;uzs: FOR PROPER UNDERSTANDING OF THIS MAP.
3: ~-4""C MAP
REFERENCE:
l>o 0;;u )> O>JJ ELEVATIONS REFER TO MEAN SEA LEVEL DATUM. TOPOGRAPHY BASED ON PORTIONS OF U,S.C.S. 7.5 MIN.
-tz TOPOGRAPHIC MAP ADVANCE PRINTS:
0 -! z -(I)
~:<
Unit 2 was cancelled in 1981. FULTON SE,M!SSOURI QUADRANGLE z -< MONTGOMERY CITY SW, MISSOURI QUADRANGLE MOKANE NE, MISSOURI QUADRANGLE 0 MORRISON NW, MISSOURI QUADRANGLE r 9 POINTS OF FIELD OBSERVATION SECTION LINES SHOWN ARE APPROXIMATE 6
MISSOURI GEOLOGICAL SURVEY 8 WATER RESOURCES SHEET I
~
--~--
LEGE NO:
011 well now produc*nQ 901 well now producuu41 9 dr'J' oil well,forrnerly produced obondoned 011 test,"'" produced Oil A~O GAS \\!£US OF !\H'Jl<CI STAff flf' lEIGHN(II, W!JAT f. ANO !P ... Hl. iU{,IIi.O MISSOUI!.! t;(OLO{;IUL ';.UR¥{'f AND WATER The Miuouri Oil and Gaos Cot.mcll was estabhSOP.d by the State leg"laturt' in Augutt l%6. Complete data on w1*11~
dri.Jietf since- that time Me recorded in Mtsrouu Gl!oloqical Survey file1 tncludmg casings, samples, mechanical !O!J$, amJ related mformation. Details about wells drilled earli1.1r may or may not be o~~vailable.
INDEX INDEX INDEX L, "1 ! NUMBER DATE MMJ NUMBER DATE lf11 NUMBER DATE MMJ
,------4-------; I ' \
.J__ __ ,....,~r -* * - -. -t*-- I 1795 JAN 8 IV-Y 56 1912 JAN 2 VI Ill 1955 DEC 13 v 1804 AUG 20, 24 V-Vl 57 1915 APR 28 JV-V 112* 1956 JAN 28 VI J I 2*
3 1811 DEC 16 X-XI 58 1915 ocr 26 v Ill 1956 OCT 29 v I ' , 4 1812 JAN 23 X-XI 59 1915 DEC 7 V-VI 114* 1956 ocr 30 VII 5 1812 FEB 7 XI-XII 60 1916 DEC IB VI-VII 115 1956 NOV 25 VI 6 !B20 NOV 9 IV-Y 116 1957 MAR 26 v
(______ ! :
r- --1-- -.I-* --,
7 !B38 JUN 9 VI 61 1917 APR 9 VI 117* 1958 JAN 26 v
'o --'T 8
9*
10
!841 1843 1848 DEC JAN JAN 27 4
24 v
VIII v
62 63*
64 191B 1918 1919 OCT OCT MAY 13 15 25 v
v v
11B 119 120 195B 1958 1958 JAN APR APR 8
27 26 v
v v
65 1919 NOV 3 IV-V II 1853 DEC 18 JV-V 66 1920 MAY I v 121 1958 NOV 7 VI
' 12 1857 OCT 8 VI 67 1922 JAN 10 IV-V 122 1959 FEB 13 v
1------- 13 14 1858 IB60 SEP AUG 21 7
VI v
68 69 1922 1922 MAR MAR 22 30 v
IV-V 123 124 1959 1960 DEC JAN 21 28 v
v
--, I 15 IB65 AUG 17 VII 70 1922 NOV 26 Vl-V 11 125 1960 APR 21 v 16* 18&7 APR 24 V11 126* 1961 APR 27 v 17 1875 NOV 8 v 71* 1923 OCT 28 VII 127 1961 DEC 25 v
___ \ [ - _,_ 1 r 18 19 1876 1878 1878 SEP MAR NOV 25 12 VI v
72 73*
74 1923 1923 1924 NOV DEC MAR 9
31 2
v v
v 128 129 130 1962 1962 1962 FEB JUN JUL 2
26 23 VI v
Vl 20 18 Vl 75 1925 APR 26 Vl t ' 21 1882 JUL 20 v 76 77 1925 1925 MAY JUL 13 13 v
v Ill 132 1963 1963 MAR AUG 3
2 VI v
\ I 22 23 1882 18B2 SEP OCT 27 15 VI v 78 1925 SEP 2 V-Vl 133 1965 MAR 6 VI v
t' 24* 1882 OCT 22 VI-VII 79 1927 MAR 18 134 1965 AUG 13 VI
~----L 25 1883 JAN 11 VI 80* 1927 MAY 7 VII 135 1965 AUG 14 VII 26 !883 APR 12 Vl-V!l 136 1965 AUG 15 v
') '\ .. t 27 !883 DEC 5 v 81 1927 AUG 13 v 137 1965 ocr 20 VI 28* 1886 AUG 31 IX-X 82 1930 SEP 1 v 138 1967 JUL 21 VI
' ! 29* 1887 FEB 6 v-vr 83* 1931 JAN 5 v 139 1968 NOV 9 VII 1887 AUG 2 v 84* 1931 AUG 9 lV-V 140 1970 NOV 16 VI 40° r \ 30 85 1933 DEC 9 v r~,--~~~~~--~~~~+-~.--~~~~--=-~~~~--~~\----~--~~ 97t~ \ 31*
32 1889 1891 JUL JUL 19 26 VI VI 86 87 1934 1934 AUG NOV 19 12 Vl Vl 141 142 1971 1972 ocr FEB 1
1 v
v 33 1891 SEP 26 v 88 1937 MAY 16 JV-V 143 1972 MAR 29 v 34 1895 ocr 31 VI II 89 1937 NOV 17 v 144 1972 APR 4 II
\ 35* 1899 APR 29 Vl-Vll 90* 1938 F£8 12 v 145 1972 SEP 15 VI 1901 JAN v 146 1974 JAN 8 v i~
3 i !902 JAN 24 VI 91* 1938 SEP 16 rv~v 147 1974 APR 3 VI r* i: !903 1903 FEB ocr 8
4 Vl V-VI 92 93 1939 1940 NOV NOV 23 23 v
VI 148 149 1974 1974 MAY JUN 13 5
VI v
v
' .. t : 1903
!903
!905 NOV NOV APR 4
27 VI-VI!
v v
94*
95 96 97 1941 1943 1945 1946 NOV JUL MAR ocr 16 25 27 7
VI
!V-V 111 IV-V ISO
!51 152 1974 1975 1975 AUG FEB JUN II 13 13 v
VI
- ~
13
(' v J--- :r
!905 AUG 21 VI-VII 98 1947 JUN 29 Vl !53 1975 DEC 3 1906 MAY 11 v 99* 1947 DEC 15 v !54 !976 MAR 25 VI
!906 MAY 21 v 100 1949 JAN 13 v 155 1976 APR 15 v 1907 JAN 30 v 156 1976 MAY 22 v I 47 !907 JUL 4 !V-V 101 1949 AUG 26 Ill !57 1976 SEP 25 v 102 1950*FE8 8 v !58 1976 DEC u v
- ~
1908 SEP 28 !V-V
"- \ 50*
1908 1909 ocr MAY 27 26 v
Vll 103 104 1952 FEB 1952 JUL 20 16 v
VI
!59 1977 JAN 3 VI 105 1953 SEP 11 Vl 51 !909 JUL lB V11 106 1954 FEB 2 Vl 52 1909 AUG 16 107* 1954 APR 26 v
( 53 1909 SEP 27 VII lOB 1955 MAR 29 VI 54 !909 ocr 23 v 109 1955 APR 9 VI 1 55 1909 ocr 23 v 110 1955 SEP 5 v
/ ' NOTE:
- EPICENTERS LOCATED OUTSIDE OF MAP: SEE TABLE 2.5-12 FOR LOCATION OF THESE POINTS.
I [r t --,_. _!
~ l LEGEND:
I
- II - IV K r 0 v
~-
0 VI l 6.
' VII I
VI II 1
~ IX OR GREATER
- ... 25 MILES I
50 75 I
r 20 00 0 Rev. OL-0
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[§§_./ 131 6/86
~---- .... __,
I r-'---- '
r UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0 K L' A
- r L .J FIGURE 2.5-49 EPICENTER LOCATIONS
I I
-~ --~
I I 0 200 400 km Generaliud isoseismal map of the earthquake of December 16, 1811 at os*I5"' GMT. MM Generalized isoseismal map of the earthquake of December 16, 1811 at 08"15"' GMT. MM intensity ~"a lues at individual points are given in Arabic numerals (see Table I for sources of information). intensity values at individual points are given in Arabic numerals (see Table I for sources of information).
The isoseisrns, labeled with Roman numerals, indicate the outer bound of the region of specified intensity. The isoseisms, labeled with Roman numerals, indicate the outer bound of the region of specified intensity.
NCTE: ISOSEISt'\AL CO!HOURS BY NUTTLI (1973) NOTE: ISOSEISMAL CONTOURS BY NUTILI (1973),
~10DIFIED BY DAMES AND MOORE (1974)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5- 50 ISOSEISMAL MAP FOR NEW MADRID EARTHQUAKE OF DECEMBER 16, 1811
.; 1
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REFERENCE:
WAYMAN
- ST. LOUIS. FLOOD PLAIN CATION ON THE OF THE MISSISSIPPI RIVER
-~**~,.
_ .)l'll' Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY A~~ALYSIS REPORT FIGURE 2.5- 52 VIEW OF THE TOWN OF ST. LOUIS IN 1817
REFERENCE:
WAYMAN, NORBURY L., 1968, A PICTORIAL HISTORY SHOWING ITS LOCATION ON THE OF ST. LOUIS: WAYMAN, NORBURY L., ST. LOUIS.
FLOOD PLAIN OF THE MISSISSIPPI RIVER
I
- ~-
1 SETTLEMENTS IN MISSOURI -- 1811 1* ST. LOUIS 11. DEFIANCE
- 2. ST o CHARLES 12. CHARETTE
- 3. COTE SANS DESSE!N 13. FLORISSANT
- 4. FORT OSAGE 14. BON HOMME
- 5. BOONSLICK 15. CARONDOLET
- 6. HERCULANEUM 16o BARD
- 7. STE. GENEVIEVE 17. LITTLE PRAIRIE
- 8. LEAD MINES 18. FORT MASON
- 9. CAPE GIRARDEAU 19. ARROWROCK
- 10. NEW MADRID 20. FRANKLIN Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-53 SETTLEMENTS IN MISSOURI-1811
.VI CONTROL POINT
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- j Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5- 54 ISOSEISMAL MAP FOR NOTES:
ISOSEISMAL CONTOURS BY NEW MADRID EARTHQUAKE OF STEARNS AND WILSON (1972)
DECEMBER 16, 1811
I
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Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY A!'-JAL YSIS REPORT FIGURE 2. 5- 55 ISOSEISMAL MAP FOR NOTES:
ISOSEISMAL CONTOURS BY NEW MADRID EARTHQUAKE OF STEARNS AND WILSON (1972)
FEBRUARY 7, 1812
-~-
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I Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT NOTES:
ISOSEISMAL CONTOURS BY FIGURE 2.5- 56 STEARNS ANO WILSON (1972)
SHOW MAXIMUM EFFECTS OF COMPOSITE ISOSEJSMAL MAP FOR THE SERIES AND ARE DASHED WHERE INFERRED. NEW MADRID, MISSOURI EARTHQUAKES
I
-~
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OCT. 31, 1895 37.0 N, 89.4W mb =6.2 500 km Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 57 ISOSEISMAL MAP FOR THE NOTE :
ISOSEISMAL CONTOURS BY CHARLESTON, MISSOURI EARTHQUAKE NUTTLI ( 1973)
OF OCTOBER 31, 1895
I I 0
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~ I I II ... ,. Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5- 58 NOTES:
ARABIC NUMBERS OPPOSITE PLACES ISOSEISMAL MAP FOR THE INDICATE ROSSI-FOREL VALUES.
DATA FROM FINCH, MONTHLY EARTHQUAKE OF APRIL 9,1917 IN WEATHER REVIEW (1917)
I
-~-
v I 92" 44° 0
- 0 ; Ii
- I I 0\
05 s; I 0
0 0
0 I _j40° 0 0 40° 0 0 Springfield KANSAS 36° 0 Tulsa OKLAHOMA
.I 20 OCTOBER 1965, 20,04,39.3* CST 0 50 100 !50 200 STATUTE MILES sa*
Rev. OL-0 6/86 UNION ELECTRIC COMPANY EXPLANATION: CALLAWAY PLANT 0 DATA POINT REPORTING EARTHQUAKE FINAL SAFETY ANALYSIS REPORT
- DATA POINT NOT REPORTING EARTHQUAKE FIGURE 2.5-59 ISOSEISMAL MAP FOR THE ST. LOUIS, MISSOURI EARTHQUAKE SOURCE: U.S. EARTHQUAKES (1965)
OF OCTOBER 20, 1965
i I
-~
v I
~o- --.. !-_____ _
. *-~
-t i
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lt s 0 100 200 300 400 500 600 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 60 ISOSEISMAL MAP FOR SOUTHERN ILLINOIS EARTHQUAKE OF SOURCE: GORDEN AND OTHERS (1968)
NOVEMBER 9, 196 8
'I I
- --------+-- --
MISSOURI RANDOM REGION i
i
~~ __ l_______ ~ ~
MISSOURI 1,.. : _,
i ARKANSAS
' .,. .,I.
25 50 0 25 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-61 SEISMOTECTONIC MAP OF THE UPPER MISSISSIPPI VALLEY
j93 0145 INOEX 1110£1 1110£1 056 HUM8ER OATE lltl IIIIMIER OATE IIIII IIUMIER OAT[ lit I I 1795 JAN a IY*Y 56 1912 JAN 2 Yl Ill 1955 DEC u y z* 1804 AIJG 20, 24 Y-YI 57 1915 1915 APR OCT 28 IV-V y
112* 1956 JAN 28 Yl y
3 1811 O[C 16 l-Xl 58 26 Ill 1956 OCT 29 4 1812 JAN 23 l*Xl 59 1915 DEC 1 Y*YI 114* 1956 OCT JO Yll 5 1812 f£8 1 ll*lll 60 1916 OEC 18 Yl*VII 115 1956 NOV 25 VI 6 1820 NOV 9 IY*Y 116 1957 MAll 26 y 7 1838 Jllll 9 ¥1 61 1911 AI'!! 9 Yl 117* 1958 JAN 26 y 10 1841 1843 1848 DEC JAN JAN 27 4
24 y
Ylll y
62 63*
64 1918 1918 1919 OCT OCT HAY 13 15 25 y
y y
118 119 120 1958 1958 1958 JAN APR APR 27 8
26 y
y v
65 1919 NOV 3 1¥-V II 1853 DEC 18 IY*Y 66 192D HAY I v 121 1958 NOV 1 VI 12 1857 OCT 8 VI 67 1922 JAN 10 IY*Y 122 1959 HI u y u 1858 stP 21 Yl 68 1922 MAll 22 y Ill 1959 DEC 21 y 14 1860 AUG 7 y 69 1912 MAll 30 IY*Y 124 1960 JAN 28 v 15 1865 AUG 11 VII 70 1922 NOV 26 YI*YII 125 1960 APR 21 y t6* 1867 APR 24 Yll 126* 1961 APR 27 y 17 1875 NOY 8 y 71* 1923 OCT 28 Yll 127 1961 DEC 25 v 18 1876 SIP 25 Yl 72 1923 NOV 9 y 128 1962 FEB 2 VI 19 1878 IWt IZ ~ 1]* 1923 DEC Jl v 129 1962 JUN 26 v 20 1878 IIOY 18 Yl 74 1924 MAll z v 130 1962 JUt 23 VI 75 1925 APR 26 VI 21 1882Jill 20 y 76 1925 HAY 13 y l3t 1963 MAll 3 VI 22 1882 SIP 27 VI 71 1925 JUt ll v 132 1963 AUG 2 v o42 23 1882 OCT 15 v 78 1925 SEP 2 Y*VI 133 1965 MAll 6 VI 24* 1882 OCT 22 VI-VII 79 1927 MAll 18 y 134 1965 AUG 13 VI
\ 25 1883 JAN II VI ao* 1927 HAY 7 VII IJ5 1965 AUG 14 Yll 26 1883 APR 12 VI*VII 136 1965 ~UG IS v j '\ 27 1883 OfC 5 v II 1927 AUG 13 v ll7 1965 OCT 20 VI I 28* 1886 AUG ll U*l 82 1930 stP I v 136 1967 JUl 21 VI 29* 1887 HI 6 ¥-VI 83* 1931 JAN s y 139 1968 NOV 9 VII I I l lO 1887 AUG 2
'VI 86* 1931 AUG 9 IV*V v
140 1970 NOV 16 VI I
85 1933 DEC 9
~-~--~-
Jt* 1889Jill 19 86 1934 AUG 19 VI 141 1971 OCT I v l2 1891 JUt Z6 VI 87 1934 NOV 12 Yl 142 1972 FEB I v JJ 34 JS*
1891 SEP 1895 OCT 1899 APR 26 31 29 v
VIII YI*Yll
.,*to* 1937 1937 1938 HAY 16 NOY 17 f£1 IZ IV*Y v
y 143 I<<
145 1972 U72 1972 MAll APR SEP 4
29 15 v
II Yl v 146 1974 JAN 8
\ 36 1901 JAN l 147 1974 APR l 'VIVI I
37 1902 J~N 24 VI 91* 1938 SEP 16 lV*Y
' 36 1903 f£8
4 V-YI VI*VII 93 94*
95 1940 1941 1943 NOV NOV JUL 23 16 25 Yl Yl rv-v 149 ISO 1974 1974 JUN s AUG ll v
v I 1 I 41 1903 NOV 1905 APR 27 13 v 96 97 1945 1946 liAR OCT 21 7
Ill IY*Y 151 152 1975 1975 f£8 13 JUN ll v
Yl 42
' y I
43 190SAUG Zl Yl-¥11 98 1947 JUN 29 VI UJ 1975 DEC 3 y 99* 1947 DEC IS y 154 1976 MAll 25 Yl I I 1906 HAY 1906 MAY 1907 JAN 1907 JUt II 21 30 4
v
'IV*V 100 101 1949 1949 JAN AUG IJ 25 y
Ill ISS 156 IS7 1976 1976 1976 APR 15 HAY 22 SEP 25 y
y y
1 I , 1908 SIP 1908 OCT 28 27 v IY*V 102 103 1950 1952 FEB F£8 8
20 y
v 158 159 1976 1977 DEC 13 JAN 3 v
VI I 8400127 i I 1909 HAY 26 VII lOt lOS 1952 1953 JUl.
SEP 16 II VI Yl
--+----------t-------------+---- 1909 1909 JVL AUG 18 16 VII 106 107*
1954 1954 FEB APR l
25 Y!
v 1 I SirE 1909 SEP 27 VII 108 1955 MAll 29 VI 1909 OCT 23 y 109 1955 APR 9 VI 1909 OCT 23 110 1955 SEP 5 y I l '
i lI i
I I LEGEND:
I I
I lI
-r-------- ----
+I i
- I l
*-*--*--*- -----t-**------
I 0
0 v II - IV VI
/
1 I I 1330 137 t 0 6 VII (i) VIII I
r6 II IX OR GREATER STATE BOUNDARIES SEIHOGENIC BOUNDARIES 25 0 25 50 7!5
+-- -1 .
!£........1 I
I MILES
/
20 . Rev. OL-0 I ~uoQ i 6/86
~c; '{/
UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-62 EARTHQUAKE EPICENTERS
/ AS RELATED TO I SEISMOTECTONIC REGIONS
ILLINOIS MISSOURI KENTUCKY 36°30'--- - - - - - - - *----36°30' ARKANSAS TENNESSEE 36°
~I ,ep 05 e2 e/ o I 02 f:Bt o, o, 02 e, e5 2 35°30'------~----------~~~~----+-~~------+-----------~----------- 35°30' e/
20 fiB!
4~ Ee 02 o'
35°------+-----------+-----~----~----------~----------+------------35° 0 25 50 75 Rev. OL-0 MILES 6/86 EXPLANATION:
INTENSITY OF GREATEST SINGLE EVENT UNION ELECTRIC COMPANY Q $.MMI-IV CALLAWAY PLANT fiB MMI V*VII FINAL SAFETY ANALYSIS REPORT
- ~MMI*VIII FIGURE 2. 5- 63
- * -
- EPICENTRAL LINE OF 1811-12 EPICENTERS OF PERCEPT! BLE EARTHQUAKES (FULLER, 1912)
SEISMIC EVENTS NEAR NEW MADRID NUMERALS INDICATE NUMBER OF EVENTS DATA PRESENTED ON TABLE 2.5-10 1811-1980
---~-
f!;l[~tif.i;SJ l't.l\STQG*M*
1111111~:~1111111 MtOCUIE-PLtOCUI' {\lMOI .. )
WijM J..c ..oo>~ (U*nll 'i.oc***)
[l@]ffftl] Jt.eKSON*C.L .. I&CIIlMt (\JNDI.,)
lfZ~~m cu.* ,.,..... (UPPER toe ...£)
~£~ WtLco* (l~wu t.ot.<NE)
I :_: ~rri : <J MtOWAY (P.. LEOCE ... E)
§ Ku@ U. Cttn..uous I* 1'.1 l L. Clln.,:.tou*
~~ P..LlOl.Oit.
MILES 0 25 50 75 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5 - 6 4 SURFACE GEOLOGY
REFERENCE:
FISK, 1944 OF NEW MADRID
+
OZARK DOME
+ +
0 0 0 0
0
_ _ _ _ I MISSOUI~\-+- _ +---+-
ARKANSAS 0
0 0
+ +
B rJo * ..
+ + ~':~PHIS*--+-----+--_ +--
)
/
LEGEND' A Mat J ~ ,~; 1 ~-~:;:,!~~) i:~;~~~~>=r~:l~~ l: ~';: 1~j ~~;:
- M"f" <'( ":.:~:::~,~~ 1 intrusinn {>ti~~*.: :~:: :;~~:~,
"'"-' >(!->\.']\~ f: .. hh ,,f de r ~ '-1l l *, m<<grwt lC map
.------- Fd,d t--lldr " ~~~: un duwntf 1 rown .td*'* Rev. OL-0 111 1 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-65 S I ESMOTECTON IC MAP OF THE NORTHERN MISSISSIPPI R.!:fERJ:NC£. HILOENSRMD AND OTHERS, 1977 (FIGURE !)
EMBAYMENT AND SURROUNDING REGIONS
--~.~:
88°
- .._ __ \{____ _
I EXPLANATION HORIZONTAL STRATA AXIS OF ANTICLINE AXIS OF SYNCLINE AXIS OF MONOCLINE FAULT WITH SYMBOL INDICATING DOWNTHROWN SIDE NOTES:
MILES FOLDS ARE IDENTIFIED IN TABLE 2.5-2 0 25 50 75 100 FAULTS ARE IDENTIFIED IN TABLE 2.5-3 ~=-~~~-~~~~~*==~*~~4 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-66 FAULTS AND FOL OS NEAR NEW MADRID
0 ,
37 00 0
0 0 0
+ + + +
0 0
+ + + +
0 NOTE: EPICENTERS TOTAL OF MAGN;;~~ ~~~i~CTED ~~O~~U~~
EARTHQ~EISMIC INTENSITY MAPUTHEAST MISSOURI 1974 TO JUNE NETWORK OPEN CIRCLES, REGIONAL£ 1976) AR DENOTED BY THE Rev. OL-0 6/86 UNIO~ALLAWA VAL~~~ REPORT ELECTRIC C OMPANY NT FINAL SA FETY AN 0 I 91 00 FIGURE 2 . 5-67 c MAP
REFERENCE:
HILDENBR AND AND OTHERS,l977 (FIGURE 2) OF MAGNETAIORIO NEW M AREA
NCTE BOI.oGUER GRAVITY MAP. EPICENTERS OF EAAT'1QUAKES (DETECTED BY SOUTHEAST '11SSOURI REGIONAL SEISI"'IC NET'..'ORK FRO!" JULY 1974 TO JUNE 1976) ARE DE!<ICTED8YOPENCIRCL£S.
ADAPTED FROM HILDENBRAND AND OTHERS, 197/
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-68 GRAVITY MAP OF THE NEW MADRID AREA
..... --....... ... .,.!\..._
I
- I
, # ~ ..
Nashville dome TENNESSEE :' /
y.._ :/
~
cv :*
iE \ \.,.,
MEMPHlS . \\., /
0 )t, ~ ...
- - ~' --
EXPLANATION
.. -lineament
',* MISSISSIPPI - - - - alignment
............... vague features
' ..."'. 60km 0
34~ ______._________~~~----------L-----------~----------~----------__J Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-69 LINEAR FEATURES OF
REFERENCE:
O'LEARY AND HILDENBRAND, 1978 (FIGURE 1) MISSISSIPPI ENBAYMENT AND SURROUNDING REGION
VtLL No. OwNE~ WELL No. OwNER J,P. P1 Alt~OS 71 JJM No.1 (DfR 0Jt Co. No. n w.~-.
I I
I I
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DJSI, fro. 1 Bo-sn SuHIJH, !'Ius.
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1 RIVER FuEL Co. No.1
!'lt:SSISSII"P'PIV(ill: II (JfY Of (HA.fi'E"E No. 'l I I I I I fUfl(.O.
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lh. T2914lS-30 I I 76 70 )'3 90 .. 86 " 17 Cnv o~ CtAqncill 87 11o, GICOt. SuPvtv I I 18 JoHNSTEwARTNo,} W.P,A, P~oJ~CT WAYNE r-------.....r--- I
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'l2 9J D.l. GMI:Nt:A Stt!Pfll 23 Cnv or (HARt.UTOtt 94 AsA0QiojOY (TEST HOI.() 91 GunHEBRotr~tlls T 27 N 2(1 CITY OF (HARI.UlOH 96 HtG(iJNsNo. 1 No.1 97 R.PrKLEY 25 R.G. DrLAN£Y Ho. 1 !18 Sl.ltGAIIkl!<
26 CiTY OF GiDEON No. (j !19 CooNfY(ou,n-27 CJTvoFGJoE:ONNo. S 100 JA.cxJoHES 28 C1n OF lhsC'C !01 111$SOIJ!tl H!GHW,I;Y 29 R.B. OliVER~ JA. DEPT.
llo.l 102 f.t.MeR HoH-MAN CARTER 30 Cnv OF MA~tSTON 103 l'ltSSOUIH PACIFIC RR T 26 N 31 (!TV OF llLBOUitH 104 CoHEY COAt Co.
32 l'llts. S,t,, Hvi(T(II !05 C. DExr£11 FH HQ. 1 llo.l 106 CIT\' OF DEXTER.
33 III!S,(DOYEPHti.LII'S rur HO~E No. 1 107 Crn o~ D£)(T£1t No. 11 3~J (JTY OF MATTHE\11$ 108 CITY o~ DtxTEA No. ~
No.1 109 Cnr oF Dt~mt No. 12
---- 35
}6 H1P11'1EI.BERGEI!~
Cnv HAII:II:ISOH oF STEE-l£ No. 1 JIO 111 ll2 (JTI"OFDEXTEit kHOlll¥000 ASS{)(IAT!ON PtiJllc WAwt SuPPLY c-37 C1n 01 ST£t..1..£ Ho. 2 lhn. Mo. l 38 (ITY OF DEUtlltG Jll BAAto:~rr Uo. 1
!io. 2 ll4 if,J.(kUJCH£1!'!0,4 39 Ctrv oF CARI.tTHE:~ts~ llS CnvoFlsso:
I ".f. 95 ! VILLEtlo, 5 116 Hus Lo<<tN.o. L.
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I I RIPLEY :t S/ : ::.5*
2
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lflf 45 Cnv o* iiAYTt Ho. q Cnv oF l<<II:Olu.
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/ ~----
T23 N lfS fAARfR ~. l i 11 - - r------- ----__,' MADRID 32 r '"+---\( T23N 47 48
'19 Doos Wooo>>.R:O PAUL POATU B. STitKLER
!15 126 127 J.E. FRUHOuN!
Jus 8EiiNETl C!TYOFBLOOMFIELO I
531 so J.JII. NICitOLS Mo. 128 CiTY 01' 8t00Mf!EI..D 6 31
'I I 51 RoN No, ~. fUT J~ ----+-----"-'3~~--~---c--:=--t----~-~T 22: 16 E' YACKS 52 119 CITY Of BL(l(lM~I(LO I
EARL CLAYTON 53 SH£"""'" (AU$ Mo. 1 No.1 T 22 N <} oO *:: '" "* sq CITY OF SlltUTON uo Ctn oF BLOOMFIELD I !io.1 Mo,2 R17E CrtY Of StO~fiUJ) lll 1
55 CITY OF .SiUUON
!io. 3 56 CiTY (lf S!KUlt>>l Jll (tTY""* Of 6i!t..ooMI'JEtD No.5 l~c: : - li- k.- l;1-------
t- 2-6+* - l- -d~'- -P. . - '-------:~,!- -\(.,- \,\., ~'
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RIE R2E R3E R4E RSE RGE R 7E 57 CITY Of S!ltUTOM j}! Plc::une: WtH'tf RBE No. 6 1l'l Wtt.t. St~t"""'"
58 SiKESTON WATEII IIORk$ 1 rtoOWJNNo.2 59 GYPSY No, 1 ,)6 Jus BENNETl No.1 60 OSCAR DHN&UII>[R ll7 HARRYP!JLLU11 FEENo.l )J8 liiiLLRr£oNo, 6 61 OscM DEtNif:JIGEA' 139 CAALNEHlHAH No, 1 No, 12-M-J
-~
L 62 STI:PHAI; A. BAIITOII 1'0 l'tH. M-.Jut 14 63 611 S£ort (OifflTY TOI't &:on No. l JAil 141 1'12 J~s SwAH He, 7 i:DtrfAitO iJuNIVAH
~~ 65 Cav Of' ~AH. tnt !43 J(>>mi.Y It .kl!fts i .
1 45 T20N 66 CITY n~ Ou~o No. 1 !44 l'ltMGO Wtt.DUI'E 67 C. E. fAuLKNt:~ No. 1 RHuGE 68 CtWtLts Bun£~ rtv.l 1*5 l'ltNGO Ftsfl~Wil.DLIFE 69 KAY-RAtltHNo, 1 No.!
~t~-~~~---~~~-+-----4-Z-+4-3---4-4-+~-----_-_-_'__~
70 Ct..ARENCELEGRA/tn )06 PHILL!rS No.1 )01 DANHL 6YR1l T19N HI H! ....."'fUH.RGER 1'9 RtN<>U ll!LI.. A
!50 D.B. PERKINSB r---~1----+--1-------~~~~
~ ~ 18 12 0 <0 NILES
- , *,8 PEMISCOT N Rev. OL-0 j DUNKLIN "
I 6/86 I
UNION ELECTRIC COMPANY F----:;--t~,J-Io*-t---+-4----.-..l~f.--.---=----~>-+--~r<': ,: '
- NOTE, REFER TO TABLE 2. S*11 fOR A COMPLETE OE'iCR 1PTIO.N OF THE WEllS SHOWN H£U.
REF'ERENCES: BAS£ MAP COPWIUD fROH PORTIONS Of:"
CALLAWAY PLANT THE fOllOWING U.S. GEOlOGICAl SURVEY UNIT£0 STATES
'iERHS TOPOGRAPHiC MAP$ AT THE SCAlf OF l .. '250,000.
FINAL SAFETY ANALYSIS REPORT ROlli., HIS SOUR!, 195ft PADUC.AH, KENTUCKY, 1948 7 1 I
~:~AR BLUFF, HIS SOUR I, 1957 WELl LOCATIONS OB~=~:ib n~~~SSEE, 1956 MISSOURI GEOLOC I CAL SUPVEY AND WATER RESOURCES WELL FILES.
- *s 9
1 j v
I T 16N LOCATION OF DRILL HOLES FIGURE 2.5- 70
/
GROHSKOPF JOHN G. 1955 STEARNS, ~.G.
- 195B R7E R8E R9E R 10 E R II E R 12 E NEAR NEW MADRID
0 GEO BULLETIN '+94 PLATE I LEGEND Pa1eoz oic uplands Ridges a.n.d platea,,~..s or Tertiary deposits Pr-airie terraces A.:nd rirl~es, poBsibl.)'" in part due to llplif't Hot.tom lands or Mississippi, Sl Fra-r cis, mLd BlaC'krh>ers lJonH*~~ "up1if'terl,in part. at l,...a~t.,ut U.1ne of' t>a.r"t1"\({uakes S1..1.nk 1an.ds' depressed ai_
1une ot'eartlv.pJ..a.kes 1.-~
I I r-~ 1
~~*es.R sttbn1ergea as resl.l1t.
of' e-ar11uptakes
- 1/ '
Ar-eas of' marked fl~s,.u*ing Principal are-a of s-;;.nd'blo-..vs A.rea of" numerous sa:nd dikes Ar~8- or Landslides duet 0 earthq-uakes
.Areas of'sand sca:t.ters" 01
J<J..:\JlTHQUAKF; YE:ATCRE S 0 l<~ 'i'HE
~*g\\T ~~IJ'\J)RJ l) TJISTitiCT LN PARTS OF" MISSOl'RI,ARKA..\;SA.S, ILLINOIS, KENTt'CKY, A"'D TE::\'XESSEE BY MYRON L. FCLLF:R
(") 1C)0-!"'i
)>
.,c BASE FROM MAP OF THE ALLUViAL VALLEY OF M<SSISSt PP1 Ri'tiER BYM!SS!SSIPPI RIVER COMMISSION. 1887
., 'c r z 'z
)>_
r )>
r- :eo l',' *; 1812 1'1'1
- 0 ., (/ll>Z *-. __;,__.
CJf 3:
G) c
~-<m m
-l r-m ~...... ~>'
)> ::::0 -< )>(") ~*- *~~ ~-
G(' ~
'"tJ 1'1'1 ~-~._-~
- l>z-i 0 1\) z-i::o
)> -
z Ul I
r-
-< en J'TI
~
-..I (/) Z(")
~0
(/)
3: ;A) m en~
)>
0
""IJ_."'C
- 0 0 )>
0
- <:)
-l l>Z Z-<
0 SOURCE: FULLER, M. L. , 1912, THE NEW MADRID EARTHQUAKE USGS, BULL. 494.
9r3o~~--------~9+2~o----------~9~t_o__________~9o~o----------~8+9~o____________e~a_o_______
39o ____
02o
- I
-~-
SITE 1
18 3 9 sel 0 30ge MISSOURI II~ 26ci
~Q7--
KENTUCKY TENNESSEE ARKANSAS 21~ l 40 0 38 ll' 12 \.
321)1}10 360 -r-----+-----J--__ (__ ~ -\.....-.-~-4--+-----~r----
27~ ~17
!Jiol)33 29 41 37 42tJ 35°--1--------------+------------~--------~ -----~
MISSISSIPI '
50 0 50
MILES EXPLANATION:
FAULT PLANE MECHANICS SYMBOLS (WHITE REPRESENTS COMPRESSION AND BLACK RAREFRACTION)
NORMAL STRIKE WITH N STRIKE AND 45" E OR W DIP 34°---t-------------4------------~~----------~--------------~------------t------
Rev. OL-0 REVERSE FAULT WITHE STRIKE 6/86 0 AND 45" N OR S DIP UNION ELECTRIC COMPANY NORMAL - OBLIQUE FAULT CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT REVERSE - OBLIQUE FAULT FIGURE 2.5-72 FAULT PLANE SOLUTIONS FOR NOTES:
NUMBERS EXPLAINED IN TABLE 2.5 - 18 SEISMIC EVENTS IN THE REGION OF
--~--~----
SOURCE; STREET AND HERRMAN, 1974; HERMAN, 1979. ALABAMA INTEREST FOR THE PERIOD 1962 TO 1976
- 0 0 *
- 0
- 0 MISSISSIPPI MILES 50 0 50 100 LEGEND:
~ I PROPOSED MEMPHIS NETWORK 0 TENNESSEE INFORMATION CENTER U.S.N.R.C.
Rev. OL-0 EXISTING MEMPHIS NETWORK 6/86
- TENNESSEE INFORMATION CENTER U.S.N.R.C.
UNION ELECTRIC COMPANY PROPOSED REGION OF 8-STATION HIGH-FREQUENCY MICRO-NET CALLAWAY PLANT SAINT LOUIS UNIVERSITY- U.S.N.R.C.
FINAL SAFETY AN A lYSIS REPORT EXISTING STATION. INCLUDING NEW FIGURE 2.5- 73
- MADRID NETWORK SAINT LOUIS UNIVERSITY U.S.G.S. PROPOSED AND EXISTING SEISMOGRAPH STATIONS WITHIN NOTt:
ADAPTED FROM HERMAN, 1978 AND ZOLLWEG, 1979.
200 MILES OF NEW MADRID SEISMIC ZONE
- TYS
--~ HSIL
- BPIL MNM e
- ILLINOIS ..:!:;
- I*
- DON e
" KENTUCKY
- ~
POW
- I LEGEND:
A STATION 40 0 40
~ EPICENTER MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT
REFERENCE:
FINAL SAFETY ANALYSIS REPORT ILLINOIS STATE GEOLOGICAL SURVEY, NEW MADRID FIGURE 2.5-74 SEISMOTECTONICS STUDY-ACTIVITIES DURING FISCAL YEAR 1978, P-100. REGIONAL EPICENTER LOCATIONS CUMULATIVE EVENTS 01 JUL 1974 NOTE:
TO 31 MAR 1978 ADAPTED FROM HERRMAN, 1978.
I
-~-
1 MISSOURI KENTUCKY ARKANSAS TENNESSEE 00
~0 ,~0 l
360-------~----~~----L ____ _
~,
_zooo 0 10 20 30 40 I I I I I MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-75 NOTESt
- 1. CONTOURS DRAWN ON TOP OF THE KNOX DOLOMITE STRUCTURE CONTOUR MAP 2, CONTOUR INTERVAL.1000 FEET OF THE PASCOLA ARCH
rt) (\J rt)
LrJ (J)Lr..l LrJ z - z z 0 ~0 0 N Ill:
N N &&I
...JC)
<Xz Ill: Q: - Ill:
LrJ 1- 0
~ z z &&I LrJ LrJ &&I Ill: oco 0 0
- 4. &&I
- 4. z
- z FEET +1000 (/)
(/)
- 1 1 LrJ 1-
+ 1000 FEET SEA LEVEL 0 0 SEA LEVEL WEST EMBAYMENT
-1000 -1000 BLOCK
-2000 -2000 2
EAST LIMIT
-3000 OF BENDING ZONE 2 -3000 EMBAYMENT TROUGH
, 't
,J I
I MO.
ARK.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT 0 10 20 30 FINAL SAFETY ANALYSIS REPORT liii'iiiiiiiiiiirll~~liiiiiillii..'
HORIZONTAL SCALE IN MILES FIGURE 2.5-76 SOURCE: STEARNS (1973) GEOLOGIC CROSS SECTION OF THE MISSISSIPPI EMBAYMENT
I
-~-
ILLINOIS 1
KENTUCKY MISSOURI ARKANSAS TENNESSEE Rev. OL-0 6/86 EXPLANATION:
UNION ELECTRIC COMPANY CALLAWAY PLANT
(!) LOCATION OF DEEP WELLS FINAL SAFETY ANALYSIS REPORT 0 10 20 30 40 NOTES: FIGURE 2.5-77
- 1. CONTOURS DRAWN WITHOUT REGARD TO FAULTS MILES
- 2. CONTOUR INTERVAL 100 FEET
- 3. KENTUCKY CONTOURS BY H. SCHWALB (1969) STRUCTURE CONTOURS ON TOP TENNESSEE CONTOURS BY STEARNS AND WILSON (1972)
OF PALEOZOIC ROCKS
I
-~-
MISSOURI KENTUCKY TENNESSEE ARKANSAS EXPLANATION: Rev. OL-0
---STATE BOUNORY 6/86
- .sTRUCTURE CONTOUR UNION ELECTRIC COMPANY CALLAWAY PLANT
- LOCATION OF DEEP WELL 0 10 20 30 40 FINAL SAFETY ANALYSIS REPORT NOTES:
Ml LES FIGURE 2.5-78
- 1. STRUCTURE CONTOURS DRAWN STRUCTURE CONTOURS ON TOP WITHOUT REGARD TO FAULTS
- 2. CONTOUR INTERVAL 100 FEET OF PORTERS CREEK CLAY
I
- -~--
1 MISSOURI KENTUCKY TENNESSEE I ,. \
11' I *TRENTON ARKANSAS / I ./ /
/ \ /
v -
~------------------------------------------36° EXPLANATION:
<::::> ANOMALOUS AREAS FROM PORTERS CREEK CLAY Rev. OL-0 6/86
(
,_ ...'ANOMALOUS AREAS FROM TOP OF PALEOZOIC SECTION UNION ELECTRIC COMPANY
- - - LINE OF TRUNCATION OF PORTERS CREEK CLAY 0 10 20 30 40 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT
..... LINE OF TRUNCATION OF PALEOZOIC SECTION MILES FIGURE .2 .5-79
- LOCATION OF DEEP WELLS ANOMALOUS AREAS FROM 89° STRUCTURE CONTOUR MAPS
~
-~-
1 MISSOURI KENTUCKY ARKANSAS 1 I
I I
I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT EXPLANATION:
--MAPPED FAUlT 0 10 20 30 40 FIGURE 2.5-80
HYPOTHETICAL FAULT STRUCTURE CONTOURS ON TOP OF MILES PALEOZOIC ROCKS WITH SOURCE: STEARNS: (1973)
INTERPRETIVE FAULT OFFSET
I
-~-
1 MISSOURI ARKANSAS / TENNESSEE
/
A'
~0---------------------+---------------------
910 Rev. OL-0 EXPLANATION: 6/86
--tr-- MAPPED FAULT UNION ELECTRIC COMPANY
- ~-- INFERRED FAULT CALLAWAY PLANT u FINAL SAFETY ANALYSIS REPORT
- -
- STATE BOUNDRIES MILES FIGURE 2.5-81 NOTES: STRUCTURE CONTOURS ON TOP
- 1. CONTOUR INTERVAL 100 FEET OF PORTERS CREEK CLAY
- 2. FAULT OFFSETS ARE INTERPRETIVE WITH INTERPRETIVE FAULT OFFSET
I
-~-
1
\ /
37°------------------+-------------------------~-----t----- ~~
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Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT EXPLANATION:
FIGURE 2.5-82
- MAPPED FAULT
---*HYPOTHETICAL FAULT PLIOCENE AND YOUNGER FAULTS MILES SOURCE: STEARNS (1973) WITH LIMIT OF NORTHEAST TRENDING FAULTS
I
-~-
1 MISSOURI Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT EXPLANATION: FINAL SAFETY ANALYSIS REPORT 1- \
0 EPICENTERS OF EARTt(lUAKES WITH IX OR GREATER FIGURE 2.5-83
'""' K>D IF I ED MERCALL I I NT ENS I i"Y SOURCE: STEARNS (1973)
STRUCTURAL AREAS AND BENDING MILES ZONES AS SHOWN BY STRUCTURE CONTOURS
I
-~---
/
/
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ARKANSAS e TRENTON EXPLANATION:
+(}QEPICENTERS VII+
Rev. OL-0
- ,
- ; :*:'-.':*: SAND BLOWS 6/86
.... .*:~
UNION ELECTRIC COMPANY
---LIMITS OF NE-TRENDING FAULTS CALLAWAY PLANT
---LIMITS OF BENDING ZONE 2 FINAL SAFETY ANALYSIS REPORT
{EMBAYMENT TROUGH) BELIEVED ( )
FIGURE 2.5-84
-CONTOURS ON TOP OF KNOX TO HAVE ORIGINATED 90 o ago ON PASCALA ARCH FEATURES CONTROLLING LIMITS OF TO WEST 0 10 20 30 40
- * - EPICENTRAL tiNE OF 1811-12 EARTHQUAKES (FULLER,I912) THE REELFOOT SEISMO-SOURCE: STEARNS (1973) MILES TECTONIC STRUCTURE
-@J I ORAN
-~--
l I t.-.------.,
~ I I
I I"l II
___ MO_._ _,
ARK .
EXPLANATION :
- ' *.* *:. AREA OF SAND BLOWS (J]IIJ) MISS ISS I PP I RIVER ALLUVIAL VALLEY
- BORING FROM FISK , 1944 li.. WELL FROM GROHSKOPF , 195S 0 U.S . G. S. OBSERVATION WELL , W. S.P. 1549 0 WELLS FROM HYDROLOGIC INVESTIGATIONS ATLAS HA-181
, c: El WELLS FROM MILHOUS, 1959 z z
~oa
~ INDICATES EXISTENCE OF U. S. DEPT . OF AGRICULTURE SOIL SURVEY FOR COUNTY en .., (/)>z E ELEVATION
~z
~
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aJ rTI -<:en
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~-t"O MISSISSIPPI AND CRITTENDON COUNTIES(EAST OF CROWLEY'S 0 l> RIDGE) AND RANDOLPH AND LAWRENCE COUNTIES(WEST OF CROWLEY'S RIDGE) HAVE DETAILED GEOLOGIC AND HYDROLOGIC
?0
~
z REPORTS ON THE QUATERNARY ALLUVIUM AQUIFER.
REFERENCE:
STEARNS, R.G. , 1974
A
- h'l,E BLUFF, ARK. A' MEMPHIS, TENN.
MARIANNA, ARK. RIVER 300
.. QUATE~N~RYJ ~LL~VIUM C~~y: rT A~~ rNO 0
...... _....... ------ ----- ........ ... ..._ j'_... r,:::t I:I_ :*~:, - --- -......., __
HORIZONTAL SCALE* MILES 0 2 4 B
SIKESTON, MO. CHARLESTON, MO.
SIKESTON,MO.
CITY WElL CHARLESTON, MO.
CITY WELL.
UATER1NARY ~LLUVIUM I SAND JAND
---~-
lGRAVEL
,:~"" ----- ------
,/
0
... HORIZONTAL SCALE-MlLES
~ -~-...-...J 5 10 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-86
REFERENCE:
CROSS SECTION OF MISSISSIPPI VALLEY MODIFIED BY STEARNS, 1974 AFTER QUATERNARY ALLUVIUM FISK, 1944(PLATES 6 AND 7)
- TRENTON TENNESSEE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0 10 20 30 40 FIGURE 2.5-87 BOUNDARIES OF THE REELFOOT SOURC£1 STEARNS (1973) MILES SEISMOTECTONIC STRUCTURE
~--
Datum sea level
- rOOO- Contour; interval 1000 ft
- 3500-- Contour ; interva I 500 ft Fault; downthrown side indicated MILES 0 50 100 E="""?"?'3 f"'""??3 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY
Reference:
CALLAWAY PLANT Structure on top of Precambrian basement. FINAL SAFETY ANALYSIS REPORT Prepared by E. Atherton In cooperation with H. M. Bristol, T. c. Buschbach, L. E. Becker, T. A. Dawson, H. schwalb, E. N. Wilson, FIGURE 2.5-88 A. T. Statler, and J. H. Buehner for pub-1 !cation in AAPG Memoir 15.
STRUCTURE ON TOP OF PRECAMBRIAN BASEMENT IN ILLINOIS, INDIANA, KENTUCKY AND TENNESSEE
sr~ 9011!1 1-----
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LOG 10 ENERGY
- 5.8+2.4 MAGNITUDE; 0 MAGN !TUDE,.. 213 INT ENS I TY + 1.
r 6
I I \\,_
I EXPLANATION:
FAULT PLANE MECHANICS SYMBOLS (WHITE REPRESENTS COMPRESSION ANO BLACK RAREFRACTION)
~:t STRIKE SLIP FAULT WITH TWO ~ REVERSE FAULT WITH E STRIKE
--0 POSSIBLE STRIKES ~ AND 45* N OR S DIP NORMAL STRIKE WITH N STRIKE~ NORMAL - OBLIQUE FAULT AND 45" E OR W DiP
~EVERSE - OBLIQUE FAULT TENNESSEE EXPLANATION*
0 EPICENTER, INTENSITY~~
I $ EPICENTER, INTENSITY ~
/
I EPICENTER, INTENSITY~]((((
AREA OF ST. FRANCIS SAND BLOWS GRAVITY ANOMALY
/ / MAGNETIC ANOMALY 0
-.-- FAULTS FROM ILL, ST, GEOL. SURV.,
ILL. PET. 96 DOWN THROWN SlOE INDICATED OBSERVED LINEATION HYPOTHETICAL PALEOZOIC FAULT MAPPED PALEOZOIC FAULT MAPPED FAULT ON PLIOCENE OR YOUNGER INFERRED FAULT ON PLIOCENE OR YOUNGER LIMITS OF BENDING ZONE (EMBAYMENT ZONE)
CRETACEOUS ON LAP OVER PALEOZOIC
--- LIMITS OF NE-TRENOING FAULCS Rev. OL*O CONTOURS ON TOP OF KNOX ON PASCALA ARCH 6/86 UNION ELECTRIC COMPANY 0 \ CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT SOURCEt
/ri FEATURES SHOWN ON THIS fiGURE ARE ALSO SH0\1U SEPARATELY ON THE fOLLOWING fiGURES, 2.5*55, 2.5*56, 2.5*58, 2.5*59, 2.5-60, 2.5-61, 2.5*62, 2.5-64, 2.5-65, 2.5-67, 0 10 20 30 40 50 FIGURE 2.5-90 COMPOSITE GEOLOGIC FEATURES 2.5-68, 2.5-71. 2.5-12, 2.5-73. 2.5-74, 2.5-77.3. AT NEW MADRID 91°
ILLINOIS I
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1f--------36° 36°-----t----------r TENNESSEE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT 0 10 20 30 40 50 FINAL SAFETY ANAL YSlS REPORT MILES FIGURE 2.5-91 NEW MADRID SEISMOTECTONIC REGION
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COMPLEXES Great Earthquakes
{IX-XI}
MODIFIED MERCALLI INTENSITY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-92 RECURRENCE RELATIONS FOR SEISMOTECTONIC REGIONS
1000 9 "
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MOD IF IED MERCALLI INTENSITY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-93 NOTES: ATTENUATION OF INTENSITY WESTON CURVES ARE BASED ON CALIFORNIA XII DATA AND ARE FOR COMPARISON ONLY.
NEW MADRID EARTHQUAKE DATA BY STEARNS (1972)
DECEMBER 16, 1811
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MODIFIED MERCALLI INTENSITY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-94 ATTENUATION OF INTENSITY X I I NEW MADRID EARTHQUAKE SOURCE: STEARNS AND WILSON (1972)
FEBRUARY 7 1 1812
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> > > - = - Rev. OL-0 MODIFIED MERCALLI I NT ENS I TY 6/86 EXPLANATION: UNION ELECTRIC COMPANY e FEBRUARY 7, 1812 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0 DECEMBER 11, 1811 FIGURE 2. 5-95 X COMPOS I TE EFFECT NEW MADRID 1811-12 EARTHQUAKES ATTENUATION IN THE EAST DIRECTION SOURCE: STEARNS AND WILSON (1972)
'FROM NEW MADRID EPICENTRAL AREA
6-+---r--~--+---~-~---+~/~f 1/ r/+-1~/--1---+-----+ a::
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MODIFIED MERCALLI INTENSITY Rev. OL-0 6/86 EXPLANATION: UNION ELECTRIC COMPANY e FEBRUARY 7, 1812 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 0 DECEMBER 16, 1811 FIGURE 2.5-96 NEW MADRID 1811-12 EARTHQUAKES
() COMPOSITE EFFECT ATTENUATION IN THE SOUTHEAST SOURCE: STEARNS AND WILSON (1972) DIRECTION FROM NEW MADRID EPICENTRAL AREA
0 1000 0 9 ::
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6 5
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Rev. OL-0 MODIFIED MERCALLI INTENSITY 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT NOTES: FIGURE 2.5-97 CURVES SHOW ATTENUATION IN EASTERN AND SOUTHEASTERN DIRECTIONS FROM ATTENUATION CURVES FOR NEW MADRID.
SOURCE: STEARNS AND WILSON (1972) NEW MADRID EARTHQUAKES, 1811-12
1000 0 0
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MODIFIED MERCALLI INTENSITY UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-98 ATTENUATION OF EARTHQUAKE IN HAMIL TON COUNTY, ILLINOIS NOVEMBER 9, 1968
2000~--------~----------~----------~---------.-----------.----------,
100 C\1 In II) 2:
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10 LEGEND:
TRIFUNAC AND BRADY (1975)
O'BRIEN AND OTHERS (1977) 0~--------~----------~--------~--------~~--------~--------~
m MODIFIED MERCALLI INTENSITY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT fiGURE 2.5-99 COMPARISON OF THE INTENSITY NOTE: I ACCELERATION RELATIONSHIPS OF ADAPTED FROM O'BRIEN AND OTHERS, 1977. TRIFUNAC AND BRADY (1975), AND O'BRIEN AND OTHERS {1977)
HORIZONTAL COMPONENTS.
PERIOD IN SECONDS 0.1 .08 .06 0.04 0.03 0.02 10 9
8 7 -
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0
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- N ONO:l3S/S3H:>NI Nl All:l013A ONO:.llS/SJM:INI lfl A.LI:.l01JA HORIZONTAL VERTICAL Rev. OL-2 6/88 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-101 RESPONSE SPECTRA OPERATING BASIS EARTHQUAKE
.---------------------------------------------------------------------------------------------------------------~-*~~~~~*~~~w.u.~------------------------..
c c .
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'o.oo 7 .so 0001200 HACHIN8HE 1968 EW HACHIN6HE HARB6UR 1968.5.16.0949. 18293 2 HCN 2 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-102 TiME HISTORY OF ACCELERATION FOR TOKACHIOKI EARTHQUAKE, 1968, ~-
RECORDED AT HACHINOHE HARBOUR t
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Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-103 COMPARISON OF HACHINOHE RESPONSE SPECTRA WITH NRC RESPONSE SPECTRA FOR 0. 20g
I
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,-.~-
1 LEGEND*
BORING LOCATION AND NUMBER (DRILLED IN 1972)
~-14 BORING LOCATION AND NUMBER
- -e QTP-1 BORING LOCATION WITH PIEZOMETER TEST PIT LOCATION ANO GRAYDON CHERT
- CONGLOMERATE PLATE LOAD TEST LOCATION
\ WATER WELL TEST LOCATION ON- SITE MINE QUARRY TEST FACE
- SEISMIC LINE
- -* NOTE*
SEE FIGURES 2.5-105 AND 2,5-IOB FOR DETAILED PLOT PLANS OF INSERTS A AND 8 f1ESPECTIVELY.
/
/
FEET IOOC
~-""""
~
0 1000 2000 I
3000 I
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT r1NAL SAFETY ANALYSIS REPORT REFERENCE TOPOGRAPHIC MAPPING PREPARED BY FIGURE 2.5- 104 CHICAGO AERIAL SURVEY 4 72 STRUCTURE LOCATIONS FROM SVERDRUP 8 AREAL PLOT PLAN PARCEL AND ASSOCIATES, INC FIGURE SK-101874101
LEGEND I
- REACTOR SLOG.
- 2. TURBINE BLDG.
- 3. COI(TROL BLDG.
- 4. AUXILIARY BLDG.
~. DIESEL GENERATOR BLDG.
- 6. fUEl BLDG.
- 1. RADIAS TE BLDG.
- 8. DRUII STORAGE (SOLID IASTE)
- 9. AUX I U ARY 80 I LER ROOM
!0. COHTROL BLDG. COIIIIUNICATIOHS CORR.
I I. HOT IIACH I HE SHOP
- 12. ESSENTIAL SERVICE lATER PUIIPHOUSE I 3. Sll TCHYARD LEGEND CONTINUED 14. SERVICE BLDG.
127. TRAINING CENTER 129. 15, FIRE lATER STORAGE TANKS TECHNICAL SUPPORT CENTER 131. UNDERGROUND DIESEL FUEl STORAGE TANK 16 FUEL Oil STORAGE TANK 137. lA TCHIIAN GA TEHOUSE 17. F I RE PUIIPHOUSE 139. GAS CYll NDER STORAGE 140. SOl VENT STORAGE TANK 18. COOLING lATER SYST£11 PUMPHOUSE 141. ULTIMATE HUT SINK COOLING TOlER NO. (CIRC & SERVICE)
(FOUNDATIOH TO FINISH GRADE ONLY) 19. DEMINERAliZED & POTABLE lATER PLANT 144. ANNEX BLDG 148. HEALTH PHYSICS CALIIIAATION FACILITY 20. COOLING TOlER 146. RECLAIMED OIL STORAGE TANK 21. C02 STORAGE 141. IELL NO. 3 22. HYDROGEN STORAGE 14S. MAJNT. OUI'AGE FACILITY 23. ULTIMATE HUT SINK RETENTION POND
- 24. PARK lNG-OPERA TIDHAl (1) PLANT RAILROAD TRACKS 25. ULTIMATE HEAT SINK COOLING TOlER NO. I HAVE BEEN REMOVED 26. lATER TREATMENT PLANT
- 27. CONDENSATE lATER STORAGE TANK (2) This FSAR Figure is only 28. REACTOR MAKEUP lATER STORAGE TANK L~ *--
updated to show changes that affect boring and 29.
30.
REfUEliNG lATER STORAGE TANK OEIIINERALIZED lATER STORAGE TANK
~ piezometer locations. 31. START-UP TRANSFORMER For the current site layout 32. IIA I H TRANSFORMERS see FSAR Figure 1.2-44. 33. UNIT AUXILIARY TRANSFORMER
- 34. ESF TRANSFORMER
- 35. STATION SERVICE TRANSFORMER LEGEND 39. SECURITY BlDG.
--***-- SIITCHTARD FENCE 40. NWTRAlllATIOif TANK
- 41. lATER TREATMENT PlANT CONTROl BLDG.
--**-- PROTECTED AREA FENCE DIIHER CONTROL fENCE
- 42. SIITCHYARD CONTROL BLDG.
- 43. IIAIN PERMANENT ENTRANCE
- 53. SEWAGE TREA TIIENT PLANT
- 55. OilY lAST£ TREATIIENT AREA
- 79. STORES BLDG.
PLANT ROAD 116. EQUALIZATION BASIN Ill. COOLING lATER CHEMICAl CONTROL AREA BORING LOCA!ION AND 118. AUXIliARY OIL TRANSFER HUMBER 119. SPARE IIAIN TRAHSFORIIER STORAGE AREA
" 120. UNDERGROUND DIESEL fUEL STORAGE TANKS
- P-16 BORING LOCATION liTH PIEZOIIETER 121. ABOVEGROUND GASOliNE STORAGE TANK 122. SECURITY DiESEL GENERATOR BLDG.
PS-I PIEZOllflER LOCATION AND 123. SECONDARY ACCESS fACiliTY
- Hs-t NUMBER 124. DIESELFUELST'ORAGETANK PLATE lOAD TEST LOCAl I ON ANO NUMBER
PROFILE LINE 200 0 200 400 UNION ELECTRIC COMPANY
~~=~-.L.l--~~**----~~~~-~:3~
SCALE IN FEET
. CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT NOTE: SEE INSERT "A* ON FIGURE 2.5-104 FOR LOCATION OF THIS FIGURE .
SVERDRUP l PARCH AND ASSOCIATES.Inc.; DRAWING NO. FIGURE 2.5-105 8600-l-38 !00 REVISION II; PROPERTY-51 TE lAYOUT COHSTRUCTION FACILITIES AHO LAYOOIIH AREAS PLANT AREA; DAlEO AUG. IJ, 1912. SITE PLOT PLAN REV. 14 10/08
0 0
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FINISH::D 5-:'~UCTJRE --r
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N'ITH ?L:..:'-l~ GRAOING WITH LEGEND t
~?-?S BCRII\JG I_OCATiON AND ~iUMBEC?
FiNAL GRACE --FNAL GRADE EL840'-- EL 844' P.75e
- s *-oi!il ~
- I 1 E99.182.25
~P-79 C'JTU::~
ST.~UCTURE-
<<'rU"-H-;:;,S':-;-;~,=;:ETEJ:ITION POND & E 99.271.25 t: OUTLET., 5T~UCTURE KEY PLAN
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EL 818' y ** ~P-59
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'I FINAL GRADE VARIES I'. FROM EC. 8<10' TO :-6" .=-:NE :::-!LT-=-.:?. 7'-li'----~3"-'0'-'-----
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~ ~?-38 0
0:
z ~?-65
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P-39~
REV OL-3 6/89 LOCATION PLAN 100 UNION ELECTRIC COMPANY CALLAWAY PLANT SCALE IN F~ET FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-106 ULTIMATE HEAT SINK RETENTION POND PLAN AND SECTION
.~_,_,'-'1-'l'>.,_\'~
\
c::
0 z \. { /'"" \
z 00 fJ) >z v;-
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- or Ul -<-0 "tJ-<,.. ' Q-1~
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r z- INDICATES BORING NUMBER NOTE: Unit 2 was cancelled in 1981.
,.m zO o
y AND LOCATION
)>0
.... ~ z:;:
z .., -i "0 (i)
(/)
0 )> U.E. PROPERTY LINE z ~~
REFERENCE:
SVERDRUP AND PARCEL AND
-< m< ASSOCIATES, INC,, DRAWINGS SK 102974COI AND SK 102974CO:
0 FOR UN ION ELECTRIC COMPANY r
6
LEGEND:
G ENVIROMENTAL HECTARE PLOT Q-32 TEST BORING
~ PIEZOMETER INSTALI.£0
~ ON-SITE MINE QUARRY TEST FACE ANO L____:=_j ON-SITE M1NE PORTAL LOCATION IT] ON-SITE MINE QUARRY TEST FACE NOTE: SEE INSERT "B" ON FIGURE 2.5-104 FOR THE LOCATION OF THIS FIGURE *
- 0-26 0~~~--~~~--~
250 500 750 1000 FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-108 PLOT PLAN ON- SITE QUARRY BORINGS NORTHEAST OF PLANT
..~
--~ ---'-;~.~*
~ ...
2 ki-A.....J MILES I Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 109 P.:.FE~fNC!:.
OFF- SITE QUARRIES M!SSOU'If STATE '"'lGl-!w'AY DEPARTMENT: GENEP.AL "'IGHWAY LOCATION PLAN
~M CALLN..J;,y CC'J'*TY, ~!SSCIJRI; ::::CiOBER 1, 19/7.
VERTICAL QUARRY W A L L - - - - -
\ ' \
\
\
'I I
I \
I I I I BENCH ON TOP OF J ~I SNYDER CK. FM. I ,._-+ /
_______, / / <>0 /
(9't ABOVE TOP OF CALLAWAY FM.) r r
BENCH CALLAWAY FM.
(25'! ABOVE TOP OF COVERED WITH SNYDER CK. FM.)
4 TO 8 FEET OF TOP OF CALLAWAY FM. ROCK DEBRIS
\ I
\ \
\ \
BENCH ON TOP OF SNYDER CK, FM.
(8't ABOVE TOP Of
\
\
\
\
I I
I A-Z
+A-4 CALLAWAY FM.) \
I ().I
\ ~ I 1 4 1 + LEGEND:
A-1+
I It' I
\ ~ I
\\ t0 \ INDICATfS NUMBER AND LOCATION Of BORING DRILLED
\ FOR THIS INVESTIGATION.
I I I \ NOTE:
\
BORING lOCATIONS ARE APPROXIMATE ONLY.
fIGURE NOT TO SCALE, TOP Of CALLAWAY FM.
' \
I A-1 TOP OF CALLAWAY FM BENCH IN CALLAWAY FM.
+ A-3 (21' t BELOW TOP)
+ '
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-110 PLOT PLAN- BORING LOCATIONS AUXVASSE QUARRY
0 80 0 0
8on N
N ...
N
~
~
N
~
... ... //
+--~------~-~----
z>-
.... J:
..:a::
...JO a.z I
---~-------------** *'""--
LlLiEI'JO INDICAltS NUMBER AND LOCATION OF BORING DRILLED N 90,500 OUR I NG MAY AND JUNE 1979
- ~*--1 INDICAttS NUMBER AND LOCATION OF BORING DRILLED
! i.JukiHG APRIL Ahi1 MAY 19T/
NOTL PLANT COORDINATES SHOWN, EDGE OF PIT I
Tit££
~-10 H--;+-
- H-9
- r I
/
100 0 200 400 FEEl Rev. OL-0
! 6/86 I
DRAWING REFERE-NC-E-,----
Tl TLE:
~---~----~-+--------------------
HER TENS QUARRY AND BORING
-- UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT LOCATIONS I FOR:
BY:
UNION ELECTRIC COMPANY CALLAWAY PLANT DANIEL INTERNATIONAL
FIGURE 2.5-111 PLOT PLAN- BORING LOCATIONS DRAWING NO,: FS-X-0072 MERTENS QUARRY DATE: 6-22-79
.--------------------------------.:.*.****"'****~--..rM.'JIIliii';I-.JI.~.---------------------------------------------------------------------- ...
A A' 860 840 EXISTING GROUND
{--
820 BOO
-.1 II)
~
1'80 '-
~1.1:
760 ~
~
740 i&l 720 1'00 680 660 640 FEO::T 0 100 200 SECTION A-A' Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT r:: fES: ALL CONTACTS EXCEPT BURLINGTON *BIJSHBERG AND JOACHIM-ST. PETER ARE UNCONFORMABLE. FIGURE 2.5- 112 THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED SUBSURFACE SECTION A-A' BY INTERPOLATING GETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BOR lNG LOCAl IONS.
B
1 B' Rev. OL-0 FEET 6/86 0 100 200 UNION ELECTRIC COMPANY SECTION 8-8' CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT
- .: H$: ALL CONTACT$ £XC!f*1 BURLINCTC,~*&IiSHBERC hRf UNCONfORH)tl E FIGURE 2.5-113 THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INO ICATED ON THE SUBSURFACE PROFILE WERE OBTAI NED BY INTERPOLATING BETWEEN BORINGS. INFORMATION SUBSURFACE SECTION B- B' ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BOR lNG LOCATIONS.
c ---ULTIMATE HEAT SINK -----------------------------------1 c' FEET 0 100 200 SECTION C-C' Rev. Ol-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT NOTES: ALL CONTACTS .EXCEPT BURLINGTON-BlJSHBtRG ARt UNCONFORMABLf. FIGURE 2.5-114 THE DEPTH AND THICKNESS OF SOIL AND POCK STRATA INDICATED ON THE SUBSURFACE PROFILE I<ERE OBTAIII[O BY INTERPOLATING BETWEEN BORINGS. INFORMATION SUBSURFACE SECTION C-C' ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS.
L.--------------------------------~w*~- _..,_.."llli'l-:*,~'~:~~* "~'-~"D- ._...Ao.<*~----------------------------------------------.1..------------------------...1
NOTES
- 1. SLOPE PROTECTION AND BENCHES NOT SHOWN OR CONSIDERED IN ANALYSES.
- 2. FOR LOCATION OF SECTIONS, SEE FIGURE E L. 845 *0 --:-M~O::-.:D::"71F=I=E=-D--:-LO-:::-E=-s=s~--------.-....._ 2.5-106.
EL. 84QO ~~~~~~~---------~~~
ACCRETION-GLEY ~
EL. 822.0 TILL EL. 818.0 EL. 812.0 EL. 812.0 GRAYDON CHERT CONGLOMERATE EL. 789.0 ----~---------------~ll'!!lll!!!!!!!!!~-------------,.-.~--- EL. 789.0 ROCK
-'~ .::==.;'-=-,- -= f--=, ===-
1 SECTION X-X EL. 840.0 --=-:-:--:----------------~
FILL ~
EL. 835.0 ~
MODIFIED LOESS ~
EL. 827.0 ~
ACCRETION-GLEY ~
EL. 818.0 - - - - - - - - - - - - - - - - - - - - - - - _ _ _ ; : : . -_ _ _ _ _ _ _ _ _ _ __ EL. 818.0 TILL EL.810.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL. 810.0 GRAYDON CHERT CONGLOMERATE E L. 780.0 _ _ __=""'~t~ .......-==-------=--..::--r=...1~.:=::::..-------------_....:::._....,,...~,---::::::::_--- EL. 780.0 RocK SECT ION Y- Y1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT 0 10 20 40 60 FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115 SCALE IN FEET ULTIMATE HEAT SINK RETENTION POND SECTIONS FOR STABILITY ANALYSES
0 rPOWER BUJCK LOCATION ...I o*
...... -.I
-.I II) 11)7'60 ~
~ ....
-.:~
~ 7'40 ~
~ ~
! §
~
i;j FEET 0 100 I
SECTION D-0' Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT N0HS: ALL CONTACTS EXCEPT BURL INGTON-BUSHSERG AND JOACHIM-ST. PETER ARE UNCONFORMABLE. FIGURE 2.5- 116 THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED SUBSURFACE SECTION 0 0' BY INTERPOLATING BETWEEN BORINGS. INFORtiATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS.
E POWER BLOCK 1--- ULTIMATE HEAT SINK ---11--j...t E' 860 850 850 840 840 8:SO 8:SO 820 820
...... 8/0
~ 810
~ 800 800 ~
~ ~
~ ......
790 790 ~~
~
i::: ~
§ 780 l.i.l 780 <t
<:)
~ i:::
770 § 770 l.i.l
~
760 760 750 750 740 740 7:SO 7:SO 720 720 710 710
-=-=-===--
NOTES: ALL CONTACTS EXCEPT BURl INGTON*BUSHBERG ARE UNCONFORMABLE.
SECTION E-E' Rev. OL*O THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA 6/86 INDICAHD ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BOR lNG LOCATIONS. UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 117 SUBSURFACE PROFILE E-E'
...--------------------------------*~-"""' ,.
N N' 11$0 840 Hf) 8~
uo 820 uo 810 810
"' "'~
~ 800 <<J() ~
~ 1'90 ~
~ '<<l
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1::: 1'80
§a.:;
,MJ 'I 71'0 ,NJ !
7'60 '80 7'50 no 1'40 1'tl()
?~0 730
?20 71()
10 '"'
0 10 100 SECTION N-N*
NOTES, ALL CO"TACT$ EXCEPT 8URLINGTON*BUSH8ERG ARE UNCONtt.1RMA8l.E~
THE GEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICAT£0 ON TH( SUBSURFACE PROFILE WEH OBTAINlO BY INTERPOLATINQ BITW!EN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS IXIIT ONLY AT BORING LOCATIONS.
Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 118 SUBSURFACE PROFILE N*N*
- J. ~I',""\
- -- '1
~T ,1 ; '_1
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~ I ~
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I ~
?90 I J* ?90
~II
<::1
<::1 i:: 9URL!HGTON FORMATiON i:::
~ ?80 780 ~
t...
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I
- BUR\.INGTON FORMATION
--::=::::::::
4.1 tj
?70 I I \U$HBERG FOR,.~TION ~
770 760 I I '-auSHBERG FORMATION 760 I I I I SHVDER CREEK FORM.\ TION 750 750 I I I 1
'I 740 740 730 1
I CALI** 4WAY FORMATION
730 720 72()
FEET
&0 0 60 120 tlxbJ I NOTES: ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG ARE UNCONFORMABLE.
THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAL YSJS REPORT FIGURE 2.5-118a 1
SUBSURFACE PROFILE N-N ESW SYSTEM
~l!/IJ
~~1 ! 1 m ! r ------
1 N1 1/# : I
£ 1002~0 W' I / l I E 99750 N
NOTES:
UNIT 2 WAS CANCELLED IN 1981.
E 99 0 E 9 Z50 U H l R[T[NTfON POND II Rev. OL-0 6/86 UNION ELECTRIC COMPANY !I CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT 8 ~ 8 0 FIGURE 2.5-118b
~--------~~~-------------~§+*------------~~4-------__/~ ~
BORING LOCATION MAP ESW SYSTEM
8...
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/"'PIPES 2A r~~~ -
/ ~-~~~-~-----~- M-~--y-:---_rj~;:-:1 1_ _l_l__1_1_1~ ~~d:l __ jJ\l.ll 'i_ DUCT BANK TYPE A
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BANK 1 l - * - EXCAVATION PROFILE
~*!P/r rn r-1_ I
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t *-+--- t--~ -- ---*1--+--------+--+-+-U---..-=F..---fl--+--+------1 I
..,.E='oo=oo=o--L-+~--ittil+-!' t-~--taJ~-tll!!:-* -"lR~~- ~-------- 30 0 30 90 150 210 L~ J !
- L *-.-------*-*"'"** 1 FEET
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SUPPLy AND RETURN PIPE3 2A
~ i'
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~ ~' l 1 1 I I I~ ~'., ~ ,~, ~ !I
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T 1 UCT BANK TYPE C I "
i
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£99.750 *-----+-H!-+1---*- z, ..--- 'J I
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11 ,
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-- RETURN SUPP_Y AND TYPE A
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+~ ' '\' " ""'/',PiPE, 28 I I Y/2-E'J~\i'..
>"',-~~;,-~~;;IPE
-, ~ ~ "-
PIPE 2A EXCAVATION PLAN j !I "' E s WS RETURN c ~..0-;.-r II_..------/"( "1~"- DUCT BANK TYPE e SHEET I OF 2
'( 2B ~DUCTBANKTYPE~/1' II _':.l....,.~~Y,....**,;,.,-.....,--------+-------------If-------
/ ~.J-: '-.A \ ///,/(II I iiV~~"i.lSWSRETURNPIP£18 """' Historical 11/10
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Ill: IIIII .. (UCII" CIIIPAIY Sl. \WIS. 111-1 II&II*G " 1111*1-lllU Ill. IU. I OUlD: HC. 11.1111 NOTE: Unit 2 was cancelled in 1981 LEGEND:
-*-EXCAVATION PROFILE G
E!l!l 000 30 0 60 FEET 120 180 UNiON ElECTRIC COMPANY CALLAWAY PLANT Fl A AFETY ANALYSIS REPORT FIGURE 2.5-119 EXCAVATION PLAN SHEET 2 OF 2 Historical 11/10
~ ~
~ ~
~ ~
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~
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F*
CATEGORY I 860 COHESIVE FILL DRUM STRUCT. 860 KFILL AUXILIARY REACTOR FUEL RADWASTE STORAGE MODIFIED TURBINE BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING LOESS 840 840 CATEGORY I GRANULAR STRUCTURAL BACKFILL CATEGORY I CATEGORY I GRANULAR GRANULAR 820 STRUCTURAL FILL STRUCT FILL 820
...j
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~
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~
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- ~
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720 720 ~
700 700 680 680 ELEVATION 632.7' 40 0 40 80 120 160 P-w;-;;J I I I I
FEET VERT I CAL EXAGGERATION '2X Rev. OL-0 6/86
- l. lHt DC.PII1 "*~*U THICKNESS OF SOtL AND ROCK STRATA INOICAH:D
- JN Tl1f fXCA,'f,TtON PROFILE WER.E OBTAI~~ED 8V INTERPOLATING B£ TW££1-i BOR l NCS, fNF ORMATION ON 1\f.TUAt. :>0 l l :~NO ROCK UNION ELECTRIC COMPANY CONCI110NS £XIST5 ONl,.Y AT BORING. LOCATIONS.
APH01Ut1AH: G!ZOUND-WATEP. LEVEl INDICATED WAS MEASU"(O SY CALLAWAY PLANT P!EZOMtTFR~ iN TKf. GRAYDON CHEKT CONGt.OHERAH, OURINC FINAL SAFETY ANALYSIS REPORT DECE:Mf!fR. 1:f7lj, PRIOR TO CONSTRUCTION. THE *~ROUN:D~IJATEQ:
LEVEL .JAS PR,GBABL'i ALTEP.fO IN THE AREAS OF :l[lP EXCAVATIONS.
- . TYFICAL FILL f>ID BACKFILl GEOMETRIES ARE SHOWN. 5UBSTITUTiuN
REFERENCES:
JF MATEeiAlS >'ill HAVE BEEN PERFORMED DURING CONSffiUCTIDN.
SH SE.CTI iN L.5.4.).4.
FIGURE 2.5- 120 SVERDRUP & PARCEL AND ASSOCIATES, INC.; ORAYING NO. 860G-X-88139(Q)
REVISION 9; DATED APRIL 24. 1976.
EXCAVATION PROFILE F- F' SVERORUP & PARCH AND ASSOCIATES, INC., DRAWING NO. 8600-X-881i<O(Q)
REVISION 7; OATEO SEPTEMBER 13, 1976.
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I I I CATEGORY I '!
Q.. Q.. Q.. Q.. STRUCT. Q..
3 ESWS TRENCH CIRCULATING 860 I (SEE NOTE 4) WATER SYSTEM 860 DIESEL PIPES S BEDDING UHS GENERATOR AUXILIARY RETENTION POND BUILDING REACTOR BUILDING BUILDING 840 840 820 820
"-.I
<I) "-.I 800 800
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TO 205.0 DEPTH ELEVATION 632.7 40 0 40 80 120 160 5-.J I I I I
FEET VERTICAL EXAGGERATION*2X NOTES:
- 1. THE DEPTH AND THICKNESS OF THE SOIL AND ROCK STRATA INDICATED ON THE EXCAVATION PROFILE WER[ OBTAINED BY INTERPOLATING BETWEEN BORINGS WITH OCCASIONAL Rev. OL-0 MODI FlCATION BY DATA FROM GEOLOGIC HAPPING.
ON ACTUAL SOil AND ROCK CONDITIONS EXISTS ONLY AT INFORMATION 6/86 BORING LOCATIONS ANO MAPPED EXCAVATION SURFACES.
- 2. APPROXIMAfE GROUNDWATER LEVEL INDICATED WAS MEASURED BY UNION ELECTRIC COMPANY PIEZOMETERS IN THE GRAYDON {:HERT CONGLOMERATE DURING DECEMBER, 1974, PRIOR TO CONSTRUCTION. THE GROUND-\JATER CALLAWAY PLANT LEVEL WAS PROBABLY ALTERED IN THE AREAS OF DEEP EXCAVATIONS. FINAL SAFETY ANALYSIS REPORT
). TYPICAL f'ILL/BACKFILL SECTION SHO\JN SOUTHEAST Of UHS COOLING TOW£R L SE£ f'IGURE 2S-lZ3 FOR. TYPICAL EXCAVATION PROFIU: K-K 1 OF ESWS PIPES WEST Of 111£ COOLING TOWER.
REFERENCES:
- 4. SH r!GURE 2.5-123 FOR. TYPlCA! EXCAVATION PROFILE J~J'. FIGURE 2.5-121 SVERDRUP£. PARCH ANO ASSOCJATES, INC,~ ORAW!NG NO. 8bOO-X-88133(Q)
REVISION 7; DATED MAY 14, 1376. 5. !YPICAl FILL AND BACKFILL GEOMETRIES ARE SHOWN. SUBSTITUTION
(:f MATERIALS MAY HAVE BEEN PERFORMED OURtNC CONSTRUCTION. EXCAVATION PROFILE G-G' SVERDRUP & PARCH ANO ASSOCIATES, INC., DRAWING NO. 8600-X-882)/(Q) SEE SECTION 2,5.4.5.'**
REVISION 2; DATED F"EBAUARY 16, 1977.
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I I I I ESWS PUMPHOUSE I UHS COOLING UHS COOLING FILL TOWER N0.2 TOWER NO.I 840 830 830
..... 820 820 :
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FEET VERTICAL EXAGGERATION AX "f0HS* Rev. OL-0
- 1. THE DEPTH AND THICKNESS OF SOIL AND ROC!< STRATA IN01CATEO 5. UNIT 2WAS CANCELLED IN 1981 6/86 ON THE EXCAVATION PROF! LE WERE OBTAINED BY lNHRPOLATING BETWHIII BORINGS IJ!TH OCCASiONAL HOOIF!CAT!ON BY DATA FROM GEOlOGIC MAPPING. INFORMATION ON ACTUAL SOil ANO ROCK CON-DITIONS EXISTS ONLY AT BORING LOCATIONS ANO MAPPE:'I £XCAVATION UNION ELECTRIC COMPANY SURF/\C£5. CALLAWAY PLANT
- l. APPROXIMATE GROUiiOwWATER LEVEL INDICATED WAS MEASUR£0 8Y P!UOMETERS IN !Hf: GRAYDON CHERT CONGOLMEAATf DURING DECEMBER, FINAL SAFETY ANALYSIS REPORT 1974, PRIOR TO CGNSTRUCTIOt-i. TttiS GROUND-\ofATER lEVEL WAS PROB.II..BLY ALTER[D IN THE AREAS OF THE DEEP EXCAVATIONS.
REFERENCES' Ot.PTrl TO TOP or* GRAYDON CHERT CONGLOMERATE INDICATED 81' SVERDRUP & PARCEL AND ASSOCIATES, INC ; DRAWING NO. 8600-X-88276(Q) B0 1UNf; P-88 WAS NOT SUBSTANTIAl£{) IN TH£ UHS COOLING TOWER FIGURE 2.5- 122 REVISION 1; OATEO FEBRUARY 16, 1977. ~~0. 2 EXCAVAT!O!< fEATURE WAS PROBABLY A X!NOR DFPIU:.SSION.
EXCAVATION PROFILE H- H' SVERDRUP & PARCEL AND ASSOCIATES, INC.; DRAWING NO. 8600-X*88277(Q) 4. TYPICAL FILL AND BACKFILL GEOMETRIES ME SHOWN. SUBSTITUTION REVISION 2, DATED FEBRAURV 16, 1977. OF MAITRII;LS MAY HAVE BEEN PERFORMED DURING CONSTRUCTION SEE SECTION 2.'~.4.5.4.
J J' K K' CATEGORY I BEDDING MATERIAL o:t 0'1 I
FINAL GRADE 0..
...... 840 840 ...... 840 840
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-..j FINAL GRADE ......
FINAL GRADE ....... (l'j -..j
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TEST BORINGS 40 0 40 80 120 160
~__,
I I I FEET VERTICAL EXAGGERATION AX Rev. Ol*O 6/86 NOTES:
- 1. fHE DEPTH /\tiD THICKNESS OF SOIL AND ROCK STRATA INDICATED UNION ELECTRIC COMPANY ON THE EXCAVATION PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS, INFORMATION ON ACTUAL SOIL AND ROCK CALLAWAY PLANT CONDITIONS EXISTS ONLY AT BORING LOCATIONS.
FINAL SAFETY ANALYSIS REPORT Z. APPROXIMATE GROUND-WATER lEVEL INDICAT£.D lJAS MEASURED BY PIEZOMETERS IN TH£ GRAYDON CHERT CONGLOMERATE. DURING DECEMBER, 1374, PRIOR TO CONSTRUCTION. THE GROUND-WATER RE F£RENC£S
- LEVEL WAS PROBABLY ALTERED IN THE AREAS OF DEEP EXCAVATIONS.
SYUDIUI' l P.lACll 1110 ASSOC:UfU. INC l>>tlltN(O NO. IUO*l-IUH(O}
FIGURE 2.5-123 ltUlStON J: OU£0 O(C tt. lift. 3. ll'PICAl Fill AND BACKFill GEOMETRIES AAE SHOWN. SUBSTITUTION SYUDM.!P l Pl1tC£l lHO A$SDCU1U. INC. ORAfiNC: NO. U00-1-IU11t0>
OF MATERIAlS MAY HAVE BEEN PERFORMED OUR!Nf. CONSTRUCTION. EXCAVATION PROFILES J- J',
SH SECTION 2.5)L5)*4.
IUJSION 2. OUU Dlt 1l.ttrt K-K', L-L AND M-M' UNIT 2 WAS CANCELLED IN 1981
TYPICAL EXCAVATION CUT SLOPE; SOUTHEAST SLOPE OF UNIT 1 EXCAVATION JUST NORTHEAST OF SUMP SHOWN IN PANORAMA VIEW BELOW; \'lEW S 4zo E TO S 44° E; APRIL,1976.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT PANORAMA OF UNIT 1 POWER BLOCK EXCAVATION; VIEW N 25° E TON 45° E; APRIL,1976 FIGURE 2.5- 124 UNIT I EXCAVATION TYPICAL PHOTOGRAPHS
TYPICAL UHS RETENTION POND SLOPE; AREA SHOWN IS ABOVE BENCH ON NORTH-EAST END OF SOUTHEAST SLOPE; VIEW SOUTHEAST, SEPTEMBER, 1978 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-125 UHS RETENTION POND TYPICAL SLOPE PHOTOGRAPH
Of
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PLANT ;f A p p E 0 M ,v 0 r M A
£)(PLANA fiCNl E Sws I SEE TEXT FIJR EXPLANATION)
PIJMPHOUS COHEStv ACCA£TH)N COI<(SIVF.
FILL n*
..1 OVERFLOW E. 99.l 0
..1 ***
Q c;
0 ll TIO APPARENT H8A MOO triED LOOS
,,, , . '" TOP Of SLOPE FEET 50 0 50
~~~~~~!Rev.
l(C£NO:
- 0 lOCATION Of SUO'It:YEO STATION ror Of lOIJt~ SLOI'£ (INN(~
OL-0 ro* or SlOI'{
IOl"TOtl Of SlOI'£
... (DC[ Of HOkllONJAl BUtCH) aonM or ur11:~ stof'£ (oun*
[Ot( Of UOIUlONTAl IOftH) UNION ELECTRIC COMPANY 6/86 CONTACT UM(N UNITS OR IN SLOP(
I~£MS 0Gcc CR.AYOON CHUT CONClOf1£1\*TE fRAC.t1£NTS IN TILL CALLAWAY PLANT APPft.OXIAAT'E C.ONTA.CT .-OfUlOUTA.l Pc[N(H CUT IN AFETY ANALYSIS REPORT A((f!;( f ION*CUY lOCATfON Of TtH S~Pt(S rouo aOrtoH FIGURE 2.5-125a DETAILED GEOLOGIC MAP SLOPES AND BOTTOM UHS RETENTION POND
0 0
0 0
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0 0 6"' 6"' 6 2 Q Q Q "'"'z z z z z E.'HI,750 I
~
I UHS COOL lNG TOWER *t:l LEGEND:
E.99,!100 H . UHS AREA EXCAVATION SLOPES o 1" ' MOVEMENT I'()NU11ENT LOCATION AND NUMBER 8107 eowt OBSERVATION WEll LOCATION AND NU/18ER ESW ~
aw*a GlOW I PUMPHC ~SE 0W2EJj 0 aw2 i l 8W8 i I NOTES:
.1. COORDINATES SHOWN ARE PLANT COORDINATES,
{\ {\ l BH tO IS ON TOP Of MAKE-UP PIPE HEADWALL.
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REFERENCES:
- 1. TITLED: BUILDING- Fill AND BACKFILL PLAN SHEET 8M6 0
- ~ UHS RETEN ION POND 8 .. ~
~,ouTLn s r1ucYV"'£ r- CUt.\'Utf
[.99,250 BY:
FOR:
ULTIMATE HEAT SINK SVERDRUP AND PARCEL AND ASSOCIATES, INC.
UNION ELECTRIC COMPANY ST. LOUIS, 111SSOUI:I DRAWING NO: 6600-X-68275 (Q), REV.
DATED: . FEBRUARY 15. 1977
~ f-----.1 Dewl
- 2. TITLED: UHS RETENTION POND PLAN ANO SECTIONS BY: BECHTEL, GAITHERSBURG MARYLAND DRAWING NO: C*U!Ol (Q), REV, 4 (UNO)
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£.99,000 FEET 100 0 100
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Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-125b UHS AREA PLAN
SOIL CLASSIFICATION CHART GRADATION CHART MAJOR DIVISIONS DESCRIPTIONS PAIITICL£ SIZE GRAVEL CLEAN GW o*
MAT£11/AL SIZ£ LOWER LIMIT UPPER I,.IMIT AND H.ITTt,.( OR AIO
..**o.,.*
GRAVELLY ,IN(S) llf\.i..tMfTERS SIEi£ Stl£* IIILLIM( TER5 St£vE s*Z£*
POOiltL 'I'- GtUO£ D Gill AY(L S, Gill AVE!.,
COARSE SOIL$ GP SANO NO MtJITUR[$,
'tN£5 LI'I'H.E OA SAN(J FINE .074 *zoo* 042 GRAIN£ 0 M(OtUM 042 **o. z.co Sllf'f GAAY(l s. GfU.V£L *SAND*
SOILS MOlliE Tt4AN GM SILl YU:TUft£5 - COARSE z.oo **o* 4.:"6 0' COAIII$( ,'1:44'* GUVEL
!.&.!.!.!..PJU Fill[ 4 76 **
- 191 314"
- TION
,... 3...
Olrt NO 4 St(VI C:LAT(Y GJt.t.V[L 5, GIIAV(L* S&t~D* COA~SE 3/4*** 762 GC CLA.Y VlllTUit[~
- OB&i..E!i B'>ll~OERS 762 3048 12.
304.
114.4 ,
- ~.
- U S. S T.\NDAIIO SAND CLEAN SAND sw WELL* GIU0£0 SANDS, LlTfl[
SAiriiOS, GltAV(I.L..'f' Otlt NO ftN[S
- CLEAA SQUAll[ OPENING$
AND (L.ITTl£ ** **
SANOY NlS "00111L.'f
o* IIIAT(I"AL IS uuu TIUN IOO St[Y( StZt: SM IIIOIU:
o*
TION Tt4AN COAAU tAU.l!!ll 50"1. SA NOS o* FfHfS I UIOutr;T SII,.'!'Y SANDS, SA .. O*StLT MIII:!I.HI:£5 PLASTICITY CHART
- 511Vt:
sc LIOUIIJ LIMIT v
I() zo 40 50 60 70 80 90 100 INOaG4NlC $1l TS ANO ;,(.Y ,.Ut[
5AN05, !ltOCI( FL.OU", S!LT't oa ML CLAV(Y r!N[ SANDS o* CLA'tt'f' SILTS WITN SLIGHT PLASTICITY FINE GRAINED SOILS SILTS AND CLAYS LIQUID i..W liMIT TWAN SO CL INOJIGAIIIl(
PLASTICITY, CLAYS SAJfO'f C\.4'fS,
(:LAY$
Of' LOW TO W[t)IUM GIUV(ll.Y CLA'f$.
$11. T'f CLAY$, t..(4N
~0 CH
.$?'
v OaGANIC Sit. TS ANO O*GANlC I..J IV OL SILTY CLAYS 0,- LOW fllASTICIT'f
- !/
~v I"'ORGA"'IC SILTS, WICAC:EOUS o*
MH OIATOMAC[OU$ fiN( SANO o* CL SILTY SO!t.S MOlt[
0' THAN MATI:.IAL.
1J!AU..U 10 *;.
IS SILTS AND LIQUID i!tlATlJt l,tiiiiT TMAN $0 II~OIIGANIC
'LASTIC!t'f, Cl ATS
,.T to~IGM CLAYS
/
v MH 6 OH fMAN IiilO CLAYS 200 IIIV( Stl( 10 ORGANIC CLAYS W(OIUM TO HIGN /
OH ~ci::M ~7 ML ~OL PLA$TICh, o*G.t.IIIIIC: SILTS P(AT, HUMUS, SWAMP SOil$
HIGHLY ORGANIC SOILS PT WITI-f HIGH OlltGANIC C0frf't£HTS NOTES:
I. DUAL SYMBOLS ARE USED TO IHOICATE BOIIOERLINE CLASSIFICATIONS
- 2. WHEN SHOWN ON THE lORING LOGS, THE FOLLOWING TERMS ARE USEO TO OESCR18E THE CONSISTENCY OF COHESIVE SOILS ANO THE RELATIVE COMPACTNESS OF COHESIONLESS SOILS.
COHf:SIV[ SOILS COHESIONLESS SOILS (APPROXIMATE SHEARING STRENGTH IN KSFI Rev. OL-0 VERY SOFT LESS THAN .2, VERY LOOSE THESE ARE USuALLY SOFT M£01UM STIFF 0.25 TO O.S 0.5 TO 1.0 LOOSE MEDIUM DENSE BASED ON AN EXAMINA-TION OF SOIL SAMPLES, 6/86 STIFF 1.0 TO 20 DENSE PENETRATION RESIST-VERY ITII'F HARD 2.0 TO *. 0 GREATER THAN 4.0 VERY OENSE ANCE, AND SOIL DENSITY DATA UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-126 UNIFIED SOIL CLASSIFICATION SYSTEM
KEY TO TEST DATA KEYS TO SAMPLES SHEAR STRENGTH DEFINED AS ONE-HALF THE PEAK AXIAL COMPRESSIVE INDICATES THE NUM~ER OF BLOWS REQUIRED TO DRIVE A DAMES AND STRESS IN PSF DETERMINED BY TRIAXIAL COMPRESSION TEST OR ONE-HALF MOORE TYPE U SAMPLER OR A STANDARD SPLIT SPOON SAMPLER, ONE THE AXIAL COMPRESSIVE STRESS AT 10 PERCENT STRAIN, FOOT OR LENGTH INDICATED. WEIGHT OF HAMMER AND LENGTH OF WHICHEVER OCCURRED FIRST. DROP IS SHOWN ON EACH BORING LOG.
STRENGTH DATA PRESENTED FOR ROCK SAMPLES ARE 13 I INDICATES DEPTH OF SAMPLE OBTAINED WITH DAMES AND MOORE UNCONFINED COMPRESSIVE STRENGTHS (UC) IN PSI. TYPE U SAMPLER (3.25 11 O.D., 2.42" I.D. SPLIT SPOON SAMPLER) 90o/o PERCENT RECOVERED INDICATES TOTAL AMOUNT OF CORE RECOVERED I INDICATES DISTURBED SAMPLE.
FOR EACH RUN, EXPRESSED AS A PERCENTAGE OF THE TOTAL LENGTH OF THE CORE RUN. 0 INDICATES DEPTH OF SAMPLING ATTEMPT WITH NO RECOVERY.
RQO ROCK QUALITY DESIGNATION ~ INDICATES DEPTH OF SAMPLE OBTAINED WITH STANDARD A MODIFIED CORE RECOVERY PERCENTAGE IN WHICH ALL THE PIECES OF SPLIT SPOON SAMPLER {2.00 11 O.D., 1.38 11 J.D.).
SOUND CORE OVER 4 INCHES LONG ARE COUNTED AS RECOVERY. THE MODIFIED SUM OF CORE RECOVERED IS EXPRESSED AS A PERCENTAGE m INDICATES DEPTH OF SAMPLING ATTEMPT WITH NO RECOVERY.
OF THE TOTAL LENGTH OF THE CORE RUN.
m INDICATES DEPTH OF SAMPLE OBTAINED WITH HYDRAULICALLY SYMBOLS FOR SHEAR STRENGTH TESTS PUSHED SHELBY TUBE (3. 0 11 0. D , 2. 9 1' I. D.).
TX /CU CONSOLIDATED-UNDRAINED TRIAXIAL TEST m (3INDICATES 11 O.D.,
DEPTH OF SAMPLE OBTAINED USING PITCHER SAMPLER 2.9" I.D.).
TX I Uu UNCONSOLIDATED-UNDRAINED TRIAXIAL TEST NOTES
/PP PORE PRESSURE READINGS TAKEN ELEVATIONS PEFER TO U.S.G.S. DATUM (MEAN SEA LEVEL).
/SW SAMPLED ALLOWED TO SWELL DURING SATURATION MISSOURI STATE PLANE COORDINATES (CENTRAL ZONE) ARE SHOWN UC UNCONFINED COMPRESSION TEST ON EACH BORING LOG.
(3000) CONFINING PRESSURE IN PSF FOR TRIAXIAL TESTS 5o/o VUGS INDICATES THE ESTIMATED RATIO OF VUGGED CORE SURFACE AREA TO TOTAL CORE SURFACE AREA. BOTH OPEN AND F'LLED ARE LL,PL,Pl INDICATES ATTERBERG LIMITS: LIQUID LIMIT, INCLUDED IN THE VUGGED CATEGORY.
PLASTIC LIMIT, AND PLASTICITY INDEX (FOR C-SERIES ONLY) BEDDING TERMINOLOGY SYMBOLS FOR OTHER TESTS THINNLY LAMINATED LESS THAN 1/4 INCH TX/OY DYNAMIC TR lAX IAL p PETROGRAPHIC EXAMINATION COMPRESSION TEST LAMINATED 1I 4 I NCH TO 2 I NCHE S RES RESONANT COLUMN TEST E MODULUS OF ELASTICITY THIN BEDDED 2 TO 6 INCHES c CONSOLIDATION TEST R MODULUS OF RUPTURE MEDIUM BEDDED 6 TO 12 INCHES SA SIEVE ANALYSIS qu UNCONFINED COMPRESSION MASSIVE BEDDED GREATER THAN 12 INCHES PERM PERMEABILITY TEST THE DISCUSSION IN THE TEXT IS NECESSARY FOR PROPER UNDERSTANDiNG OF THE X-RAY X-RAY ANALYSIS NATURE OF THE SUBSURFACE MATERIALS. Rev. OL-0 6/86 (H) HYDROMETER ANALYSIS UNION ELECTRIC COMPANY CALLAWAY PLANT COMP COMPACTION TEST FINAL SAFETY ANALYSIS REPORT EXP EXPANSION TEST FIGURE 2.5-127 SHOCK SHO CKS C0 PE TEST KEY TO LOG OF BORINGS
MECHANISM--
DRIVING OR PUSHING FOR SOILS DIFFICULT TO RETAIN IN SAMPLER U. S. PATENT NO. 2,318,062 VALVE CAGE ALTERNATE ATTACHMENTS SPACE TO RECEIVE DISTURBED SOIL NOTE,
- HEAD EXTENSION" CAN 8E INTROOUCEO BETWEEN "HEAD" ANO "SPUT BARREL" SPLIT Boi.RR CORE*RETAINER RINGS (2-112" 0.0. BY t* LONG)
SPLIT BARREL (TO FACILITATE REMOVAL OF CORE SAMPLE)
LOCKING CORE*REToi.INING RING DEVICE SPLIT FERRULE BIT CORE-RET oi.INING 11,---- *t-T----;;,.E~A~~~i ERING RETAINER PlATES (INTERCHANGEABLE WITH OTHER TYPES)
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 128 DAMES a MOORE SOIL SAMPLER TYPE U
LOG BORING NOTES
- 1) All Log Boring Figures were deleted from the text in Revision OL-0 dated 6/86.
- 2) The deleted sections of the FSAR are contained in the FSAR on record as of the receipt of Callaway Operating License #NPF-30 on October 18, 1984.
These sections are not reproduced in later revisions due to the historical status of the contents. This information can be provided, however, upon request from the Union Electric Nuclear Licensing Department.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 129 LOG BORING NOTES
TEST PIT I TEST PIT 2 Sl/RF'ACE ELEVATION 8015 Sl/RF'ACE ELEVATION 800.9 COORD I NATES: X = 7094 73.0 y = 1069780.2 0 0 1- 1-UJ UJ UJ
~2 1.1... 2
~ ~
X X
&:3 UJ 1-0...
3 UJ 0 0 4 4 5 50 5 TEST PIT COMPLETED AT~.~ FEET ON 9-13-73.
A PLATE LOAD TEST WAS PERFORMED AT THE TEST PIT COMPLETED AT 4.5 FEET ON 9-11-73. BOTTOM Of THE TRENCH. WET DENSITY AND A PLATE LOAD TEST WAS PERFORMED AT THE BOTTOM MOISTURE CONTENT OF THE GRAYDON CHERT OF ALL TEST PITS. WET DENSITY AND MO !STURE CONGLOMERATE WERE DETERt'> I NED.
CONTENT OF THE GRAYDON CHERT CONGLOMERATE WERE DETERMINED TEST PIT 3 TEST PIT 4 SURF'ACE ELEVATION 804.6 SURF'ACE ELEVATION 803.9 COORDINATES:
0 0 2 2 5 5 EL 6 6 50 7 7 TEST PIT COMPLETED AT 6, 0 FEET ON 9- 14-73. 5 FE A PLATE LOAD TEST WAS PERFORMED AT THE BOTTOM A PLATE LOAD TEST WAS PERFORMED AT OF THE TRENCH. WET DENSITY AND MOISTURE CONTENT BOTTOM OF THE TRENCH. WET DENSITY AND OF THE GRAYDON CHERT CONGLOMERATE WERE DETERf11NED. MOISTURE CONTENT OF THE GRAYDON CHERT CONGLOMERATE WERE DETERMINED.
Rev. OL-0 UNION ELECTRIC COMPANY 6/86 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-393 LOG OF TEST PITS- TPl, TP2, TP3, AND TP4 SHEET 1 OF 1
TEST PIT AT P-79, DEPTH: 10.5 FEET GRAY SILTY CLAY WITH SOME BROWN MOTTLING (ACCRETION GLEY)
OPTIMUM MOISTURE CONTENT: 13.0%
MAXIMUM DRY DENSITY: 120 PCF METHOD OF COMPACTION: ASTH TEST DESIGNATION D1557-70 MOISTURE CONTENT IN t. OF DRY WEIGHT 0 5 10 15 20 25 150~------~--------~------~~----~~------~
- ~r--------+--~~--+--------+--------+-------~
~Bor--------+--------~~-----+--------+-------~
ui CD
..J
)o c;;
z 0
~110~------~----~--+--------+------~~-------4 0
100 t--------+--------+--------+------+---------1 2.7
~~------~--------~------~--------~------~
Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-394 COMPACTION TEST DATA
TEST PIT AT P-79, DEPTH: 4.0 FEET MOTTLED BROWN AND GRAY SILTY CLAY (MODIFIED LOESS)
OPTIMUM MOISTURE CONTENT: 11.0%
MAXIMUM DRY DEN$ .LTY: 118 PCF METHOD OF COMPACTION: ASTM TEST DESIGNATION D1557-70 MOISTURE CONTENT IN t. OF DRY WEIGHT 150 0r-----r--ooooT----____;;,.;;-----r---__,;;T""-_
5 10 15 20 _ _....,25
~130~------~------~~------~--------r--------;
~ 120 1----------+--------
u; z
IIJ 0
~1101---------+---------+--------+--~~---+--------,
0
~~---~-----~----_. _____ ____ ._ ~
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-395 COMPACTION TEST DATA
COMBINED SAMPLE FROM 7.0 TO 12.0 FOOT DEPTH AT P-1 AND 8.0 TO 13.5 FOOT DEPTH AT P-4 GRAY SILTY CLAY WITH SOME FINE SAND (ACCRETION-GLEY)
OPTIMUM MOISTURE CONTENT: 12.5%
MAXIMUM DRY DENSITY: 117 PCF, METHOD OF COMPACTION: ASTM TEST DESIGNATION D1557-70 MOISTURE CONTENT IN ~ OF DRY WEIGHT 0 5 10 15 20 25 J5or----...,;;...----T;;...._---.;,.;----~-----,
~~~------~------~--------+--------r------_,
~130~------~------~--------+--------r----~_,
- i cri CD
...J
!120~------~-------4--------+--------+------_,
...iii>-
z LIJ 0
/~i'-.
~ II 0 ~------+-------,#'--4--------+--'1111.:----+------_,
0 ,V ""
100~-----~-------4---------+--------r------~
~~---~-----~-----._ ______ ~-------
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-396 COMPACTION TEST DATA
TEST PIT AT P-1, DEPTH: 3.0 TO 7.0 FEET MOTTLED BROWN AND GRAY SILTY CLAY (MODIFIED LOESS)
OPTIMUM MOISTURE CONTENT: 12.0%
MAXIMUM DRY DENSITY: 118 PCF METHOD OF COMPACTION: ASTM TEST DESIGNATION D1557-70 MOISTURE CONTENT IN % OF DRY WEIGHT 0 5 I0 15 20 25 150~------~--------~------~~------~~----~
140~--------+--------~--------~-------+------~
~130r--------r--------~-------+--------4-------~
~120~-------+--------~--------~-------+--------4 90L-------~--------~--------~------~--------~
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAL YSJS REPORT FIGURE 2.5-397 COMPACTION TEST DATA
TEST PIT AT P-90, DEPTH: 3.5 FEET GRAY SILTY CLAY WITH SOME BROWN MOTTLING (MODIFIED LOESS)
OPTIMUM MOISTURE CONTENT: 14.0%
MAXIMUM DRY DENSITY: 117 PCF METHOD OF COMPACTION: ASTM TEST DESIGNATION D1557-70 MOISTURE CONTENT IN ');. OF DRY WEIGHT 0 5 I0 15 20 25 150~----~~--------~------~~------~~------~
~130r--------+------~~--------~-------+--------,
~
cri CD
..J 1-c;;
z Q
~ II 0 1----------+--------___,.--------+-
o 2.6
~~------~--------~--------~------~---------
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-398 COMPACTION TEST DATA
PRESSURE lN LBS . / SO FT J 0 0 0 0 0
~
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 ~ s ~
0 0 2 0 0 0 0
I ,I I
II I! l I
I I
.08
~--~4-~-H4+~11 ----~~~-4~-,,~ l !'(
BORING cs-4, DEPTH ELtVATJON: 821 FEET 14.0 ,,L J 4 i - - - GRAY CLAY WITH TRACE OF SILT AND FINE SAND (ACCRETION-GLEY)
ORY DENSITY: 107 PCF MOISTURE CONTENT: 19.61:
+---+----ic----1-+--
r "--
r--..if;...;..........._
l ~~\~ !'
..... ~~ ................. --~ 1\.1\I' SAMPLE OBTAINED WITH DAMES AND MOORE *- ........ ..._ '\
TYPE U SAMPLER \-.... 111111:
.lef---.--t--+--+-+-+-+--+--1!--+---+--+--+--+--1 -+----+4-+1------ 1 I I
.20 ----L---l.-L-1-..i.-'--l....WI....----'---'---'---'---L..J....J....W._ ____j,_ _j_--l,__j__L.J....l...LJ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-399 CONSOLIDATION TEST DATA
PRESSURE IN LBS. /SQ. FT 0 0 0 0 ::> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <t 0 0 Q 2 :il 0
<t 0
"' Q 2 :il 0
<t 2 "'Q
! I
~ I! I I
I I i I
.~~----r-~--+-+-~~4-----~---~-~~4-~++-----+--~-4-4-+-~~
o......................_
"" " "!b.. i'-
i I
I I !
"" 1\
I
'r---.
00~----r-~--+-~~~4-----~--+-~~4-~-++--~~--~-~-4-+~-H r t--r. "\
s ~
);!
~
~.oar-----r--~--+-+-~,~------r~,~"--r-~~~+-----+-~~\-4-4-+~-H i'E r--.-.1'- \
.10 ~----r--1r-+-+-~~4-----~--+-~-+---f"o.H-++----+---+--\-f-4-+~-H r--., \
r---t--+-----+-+-++-t--t+---t--t--+1~-+++---"'~-+--+-\-lf-+-1--+-H 12 BORING P-5. DEPTH, ELEVATION, 830.9 FEET 12.2 FEET MOTTLED REDDISH-BROWN AND GRAY
.14 b-------;1-- SILTY CLAY WITH SOME FI NE SAND (ACCRET ION*GLEY)
I I
"i'-
'---+--+---t--!-+-+++----l----f----+"..,.__+-\f-4---H 1\\
~ ..... l.
- ~S~~~~~~6~TE~~; p~~.l% I ""
SAMPLE OBTAINED WITH PITCHER SAMPLER Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-400 CONSOLIDATION TEST DATA
PRESSURE IN LBS /SO FT 0 0 0 0 0 0 0 0
0 0 20 g0 0 0 0 0 0 0 0 0
0 0 0
.,. 0 g
0 0 0 0 ;;;
Q 2 ~ ~ :5 Q 2 0 0 Q 2 ~ .,. "'
0 0 Q
0 "'
~-o -o-o.
1'--o...._ I I I 02 I
1'--o-i'--"'0 I 1',...
li 11 I
1 II II II N
II I I 04
! l II II i I I
I I i I 06 I I oa o,
II I i~ l II I I
['....... I r--......1"--- 1'--
~"-+--t-10 r-- I J-o...r--..... II t- r--r-- I t
I I I I ~ 1--o-12 BORING P-5, DEPTH, 17.0 FEET ELEVATION, 826. I FEET GRAY SILTY CLAY WITH SOME FINE
-r-c: I I I
SAND (ACCRET lON-GLEY)
DRY DENSITY' I 09 PCF MO !STURE CONTENT, 17.2%
! I I 14 SAMPLE OBTAINED WITH PITCHER SAMPLER *-
16 I I 1111111 I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-401 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT o O 0 0 0 0 g g g ,3 g ~N g 2 ~~~ ~ ~ ~~§ ~ 2 ~~§ Q or-~-=~~~~== 0 -I.~~~-T~T~TTI~]r-~l~~~~:~n~['(n:
02 I rt~ l __L~l 1 1
II II~~~~~
I Ii II i I ! !: I l I I : I I 04 l-----+--+--t-t-+t-H--t----t--+---11f----+--+-H-t-l --- ~I i 0........
0 1 !
~"-.... I I I I\ I
~
06 I II! \1 I I I I i\
08
.I I BORING P-5, DEPTH, 22.D FEET 10 f--------ji-- ELEVATION, 821. 1 FEET I'IJTTLED REDDISH-BROWN SILTY CLAY WITH SOME FINE SAND (GLACIAL TILL)
DRY DENSITY, Ill PCF I
I'D I STURE CONTENT: 18,6%
SAMPLE OBTAINED WITH PITCHER SAMPLER IZf----~1-- -~~~-HH---~-+-H-4-+4~~
14 L--...J____L_...l._____l__LI....L.L..LJI __L_._L__jl ___l.._L....L.L__L____l__l: ~
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS RrPOR.T FIGURE 2.5-402 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT 0 J 0 0 0 0 0 0 0 0 0 0 0 _) 0 0
2 0
0 0
~
0 0
0 0
0 2
0
- i\
0 0
0 g
0 0
Q 0
2 0
- i\
C) 0 0
0 "'Q N
0 0
0
- I I
0 II ~~
I II I I III:
f-4.o~, I I l j I
.02 t<'aoh. v I I I
~ ..... ....,
.04
~ i II I i
\
X I
~
\
"'wX u
- !; .06
' ........... '"" r-....,
0 1\
I I
I I I I
I
\
I r- I I
- t;.
I
~
I I
.08 I
I i t'---r---
I 1"-r-. !
\'I[\I I I!
I 1
I
.10 ..
~
~I
! \ !
I I I I \I
.12 BORING P-5. DEPTH: 30.2 FEET I I I ELEVATION, 812.9 FEET ........
~p
~TTLED REDDISH-BROWN SILTY CLAY WITH SOME SAND (GLACIAL TILL)
J I II I ! I :
~~w DRY DENSITY: 115 PCF MD I STURE CONTENT: 14. ll'
.14 SAMPLE OBTAINED WITH PITCHER SAMPLER ------ ~*-r I I
!Ill I
jl I
.16 I I I I I i I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-403 CONSOLIDATION TEST DATA
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-404 CONSOLIDATION TEST DATA
PRESSURE IN LBS. / SQ FT 0 0 0 :> 0 g 0 0
0 0
0 0
0 0 0 0
~
()
g g 0 0
<t 0
0 Q 2 0 0
0 0 Q 2 " " "' ~
~r-~1 I I II : i ill
~---Nil II 111
.02 1 I i 1 II
.04
.06
~
08
""~~
"~~
II . NlI~ ill II
,,-.,~
I i 10 lit I I i\ 1 11 f-----+-BO-R-*1-N+G-P--+6.-D+EP-+~H-1,-11
-+14~--jl--+---+-1-11--+-++1++----'-'.""";:*-+---~.*--+1 --+-liH--\HI!H 12~- GRAY ELEVATION, 832.5 FEET ' !I ~i"--L: Jl\L_1 I 1 SILTY DRY DENSITY:
I~OISTURE CLAY WITH TRACE OF FINE SAND (ACCRETION-GLEY)
CONTENT, 110 PCF 17.3j' II'I I I i
I
' lti~'
IIi II' I I'* ....N, S4MKE OBTAINED WITH PITCHER SAMPLER I 14~---+---+-+--~~H4--~--~+-~++++
16 ...___.__~~J...J...J..__---1---'--1--l--1--J'--'--1-Ll-~-'--"--1 ..l..-.1.....1-1J....J....J Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-405 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT 0
~
0 2
0
~~It) 0 g 8 2
g 2
g
~::f~
g g g
~
8 2o 0"
0 0
0 0
0 z Q
or-,-~~~T~~~~~~~I'Inl'lnrr'--~~~.~'ilmlll !!
I 'o, I 02 1---+-1-+-------+--+-+-++-lt-+------+-----+--"t:-'t,-+----t,~-t-t+-t-----
I
r---+--,lt--t-J
!1-r-t-:1 1. -+-t--i\
04 1----+---+-+-tl -HI I --+----t-t-t-HI-N-~If~-------t~----->-~----+---ti---*--+1--t-i-i---jI I I i
-++1f----1 I ' I os~--4----t~,-+--ta,--t~--t--t+--------+--r-+--+--+-+,+n--~~\--t-----~.--,,-~~~--i--t!~i-Hl
-- i ! i:
~ ! [\I 'i: i 08 1----+ 1'---+--+--++++++-~~~,i'----+---"-f---+1,i,---+--++1 +--1---+-'~\:+I-+-,+1-+-t-1+-ll 0~--4----f---f-+~-+-t+----+--+-+--f~~H------f----~~T-+---+--t-H ht I I!
111:1i~, *~*\\
1 I : il I :1 .:
J II WI I I "-....~
BORING P-6 OEPTHo 25.0 FEET I I jl f 1 12 ,______ ELEVA T 10';, 821
- 8 FEET --+'--+'---+-++'++i--------f-"""""
BROWN AND GRAY SILTY CLAY WITH SOME SAND (GLACIAL TilL)
! I I
~ __,__j_!\__,_,
,-ro ' '. I
~~isn~~~~6~TE~~; p~~.6% * ' ,
- 1 1 i SAMPLE OBTAINED WITH PITCHER SAMPLER ' I : I
.. 1 -~ 1111 r~-- *-------+--~- +-~- -i- + r 16~--~~~_.~~~--~--~~~~W---~--~~~~~
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-406 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT 0 0 ::.> 0 0 0
0 0
,..?.
0 0
~
0 0
¥ g 0
0 z 9
.02 J4 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-407 CONSOLIDATION TEST DATA
PRESSURE IN L BS / SQ FT 0 0 0 0 0 0 0 0 0 0 0 0
2 0
0 0 0
2 2 0
-+-
ll! -~ 1---1..~_1 I IIIII!' I !II
~1:1 02 -- I "1--,. 1 1
I -+---t-t-+-+++------t---+~+-+--+-++-t------+------..----T------+-+++~ 1 :
I i i 04~--,_-+-+~++*rH----+--+-+~~~-----+---*~4-~~~
I I I Iii{ I, : i :
1 1
06~~~~~~~~~-~HH~~~--~~~~~~~~~~~+~Hi:~--~~---*-+'~i~'-THil I !
- I IiI I I 'h I II I *. : ! I I I I '\. I I ! I
~'r--.
~osr----~-+--+~~~~----~-+-+4---~~----+-~-+~~~
I I ll '\. I l I l I!
i l
I ... ,
I .............
1111,1 i
N'lliil i I II IOr---~-+--~~+++H----~"-~~+-~~H----+---~-~~-~~~-~~*
I II !'--......_ II \i i I l Ii 12 BORING P-6, DEPTH:
!---+ELEVATION, 812.8 FEET L.o FEET * ~'~ l \I II BROWN AND GRAY SILTY CLAY WITH II........................... I I II 11~~
I SOME SAND (GLACIAL TILL) I I
- ~ ~ ~-~-:r. . ~. ~ -~ o_:TI'lllC~J_IIPL-ER.~~~:J--+l-]+1[
L ~-
I 1 1
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-408 CONSOLIDATION TEST DATA
PRESSURE IN
- ~,I ~~~, i 0
' ! Ill II
- "~~,, I ~ II Ill
!~:~~~~~:::::::~~~~:~::0-::~::~:~~:~~~:~:1:::::
---~r--~
to~--~--~-+-+~~~----~--r-+--~~rr~----~r--r~~-r~+1 12 1---
BORING P-12, DEPTH:
ELEVATION: 813.6 FEET 36.5 FEET MOTTLED REDDISH-BROWN AND GRAY SILTY g~~ Y D~~I~ ~~ME 1~~N~C~ GLAC I AL T ILL)
MOISTURE CONTENT: 15.6%
1' I"' . i\
I
--r-+-*+-H-rrt------<p-....;;;:-t-~-+-,l't-t-~
I ~
l N~
I\
l SAMPLE OBTAINED WITH DAMES AND MOORE I ; 1 ~N-' I i I i ' '--++4~
I I jI TYPE u SAMPLER 141---t---+-t-+-+~l-----t-----+--~--H-+-HH---~r
.16 L------l----l..----l.---1.-J..-.I-I...J..L.---L--'--..J-.-'-'--'--"-'-...____ __..;,____.___,___.___._........_..__.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-409 CONSOLIDATION TEST DATA
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-410 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ. FT 0 g ::> g 0 0 g o o o g og 00 0 g~_
o~r---~2~=~~j~~~irrTr~r----i2~~~r-T~-r~irrTr~r---~N~-~r-T~-rgiriTn r-- -~.._ I I ! i II II
,-, ' I
' I I' II I' I' I I I 02 1---+---+--+-++++++--P.........._~,-+-+-H-+++-----+---+~-t--IIHl[i---t-++i !.1
'r-..
.o4 ~----l--+-+-+-+-++++---+--t---+-+-l::...t-H-1-------l--+----+-+-+-+-+H i !
I r--1'- II I I I'
~\ I 11 I
.~~--+-~4-++++H---~~~~++H-+1~---r~*--+~rrrH 1
1 ooi-----+-~-+-+~~H---~--r-+-~-+-Hrl-~\~--+--T-+~-+-H I I I ' I I I I I IOr---+--+--+--t-4-~H---+--r-+-~-+-rH--~~-+--+-+~-+-H
>- -c---
. zl----+--t--+Ultit:::::::::~'"'"""""'bcro--4-_J_f--W-W-----1--~W\:*-+-+-1 U+--W
\I I I Tiit!,--+--.l~\' I I, II I
---J-n, BOR lNG P-35, DEPTH: 15.0 FEET ELEVATION: 821.5 FEET I I I 14 t-----+. HOTILED GRAY AND BROWN SILTY CLAY +-i--+1-~
! (ACCRETION-GLEY) I DRY DENSITY: 102 PCF HO !STURE CONTENT: 22.7%
I i Ii SAMPLE TAKEN wITH DAMES AND MOORE
+----li I TY P£ U SAMPLER 11
-t-+---!-+--t-+-+1 11
.1&1---+- !I I !' 1 1 18~--~--~~~~~~~~~--~~--~~~~~~----~--~~~~~
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-411 CONSOLIDATION TEST DATA
0 0 ..
8 0
- i!
0
~
0
- il 0
0 0
PRESSURE 0
0 g
IN 0
0 0
LBS. /
0 g
0 0
0 SQ fT 0
0 0
0 0
g 0
2 0
0 0
0 0
0 0
8 g
0 0
OJ 0
0 "' "' OJ t- ~hl !
.02 I
~ I i
I I l
I I I
II I
04
""' 1\
"\
r'\
1\
I I
I I
I I I' 06 I i J\1' i i I I J i I 1\ i I I I I
- r 08 " I
~
\
"'0w g
g 10
\ \
I I
i!i ii0 12 ~
~
~
(,)
14
~
1\
~*
I I
~I'-
~
16
"""' ~ I\
!'--..I'-
.IS ~
BORING P-36, DEPTH, 21.7 FEET
~ f'o-.1'-- I' ELEVATION: 808.8 FEET
.20
~TTLED RED AND BROWN GRAVELLY CLAY (GRAYDON CHERT CONGLOMERATE) 1\
DRY DENSITY: 118 PCF I"'~
~I STURE CONTENT: 13.3% ~"-1'- ~
SAMPLE OBTAI NED WITH DAMES AND ~ORE TYPE U SAMPLER i 22 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-412 CONSOLIDATION TEST DATA
PRESSURE IN LBS. / SQ. FT.
0
~ ~ 8 8g 0 0
0 Q
0 Q
.02 04
.06 J::
z
\ \
J::
~ .08
\
~
10 12 1\
BORING P-37, DEPTH: 5.0 FEET 1\
.14 t------+
ELEVATION: 835.3 FEET LIGHT BROWNISH-GRAY CLAYEY SILT
~
(MODIFIED LOESS)
ORY DENSITY: 106 PCF HO !STURE CONTENT' ZO. 5%
SAMPLE OBTA !NED WITH DAMES AND HOORE TYPE U SAMPLER
.161-------1f----+--lr--i-+-H~----t--+-f--+-+++-++----+-+-+-+++++l Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-413 CONSOLIDATION TEST DATA
PRE SSURE IN LBS . . / SQ . FT. 0 0 0 ::>
.. ~
0 0 0 0 0
~
0 0 0 0 0
~
~ ~ ~ ~ ~
0
~ 8 N
0 Q
0 0
~ 0 Q
0 0 0 Q
0 "' "'
1"""'-o ~
t-r--
.0 2 ~
.0 4
""' ~
r--..
1"--
'\
1']\
1 I i
I I
.0 6 0::
08 1\ \
~
ii .10
[\
5l \
~
~
0 12 1\
. 14 r- ,...._ t- ~
I 1\l\
1--o-r--t-- t- 1\
16 f - - - - BOR ING P* 37, DEPTH :
EL EVATIO N :
12.8 FEE T 82 7. 5 FEET GRAY SI LTY CLAY WIT H TRACE OF F I NE SAND ( ACC RET lON-GLEY)
DRY DENS I TY: 99 PCF
?-- ,..
-- 0
" [\
HOI STURE CO NTENT : 24.1 %
.18 SAMPLE OBTAI NED WITH DAMES AND MOORE TYP E U SAMPLER
.20 I I I II III I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINA L SAF ETY ANAL YSI S REPO RT FIGURE 2 . 5-414 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ. FT 0 0
0 2
80
$l C>
0 0
0 8
g 0
0
~
I I I!
I I II
.o41---1--+-IHH-+If-H---l--+-f-f-+++-H"""'-:-*--+-+-+-++++-H
""'N
.osi------+---+--+-+-H+++--+--+--l-+--H-H+---+--1"1"-.:---+--1'\+-+-f-++-1
~ ~L-_[JCtt~t=~=bJJlllll _____J_JJJ~~~lW i- "--o..r-r- 1\1\
-1'--r-. ~
J O I - - BORING P-43, OEPTH, 39.3 FEET ELEVATION, 808.7 FEET WHITISH-GRAY SILTY CLAY (GRAYDON CHERT CONGLOMERATE)
DRY DENSITY, 129 PCF 1-()ISTURE CONTENT, 7.8%
J 2 1 - - SAMPLE OBTAINED WITH DAMES AND 1-()QRE TYPE U SAMPlER Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-415 CONSOLIDATION TEST DATA
PRESSURE IN LBS /sa. n 0 0 0 0 0
~Q 0 0 0 0 0 80 0 0 0 0 0
~ 8 8 0 0 0 0 0 0 0 0 0 0 0 0 2 ~ 5l Q 2 0 Q 0
~
0 "' "' N I
r--
I ' II I! I.
r---- i I
.02
--~-- ~ i
.......0 II t--... ..... I
.04
~~I
- X:
0
\
"'uw X
- !; .06
~ .08 fi
~ I i\.
~
0
.10 ~
BOR lNG P*56, DEPTH: 29.0 FEET ElEVATION: 813.0 FEET I'OTTLED LIGHT GRAY AND BROWN GRAVELLY CLAY (GRAYDON CHERT CONGLOMERATE)
.12 1---- :1s¥~~~~~6~TE~~~ P~~-2%
SAMPlE OSTA lNED WITH DAMES AND I'OORE TYPE U SAMPLER J4 I I I I I II II I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-416 CONSOLIDATION TEST DATA
PRESSURE IN LBS. /SQ. FT Q 0
~
0 0 0 0 0 0 0 0 0 0 0 0
g 0 0 0 0 g 0 0 ;!;
~
0 0 0 0 0 0
~ ~
0 0 0 Q ~ Q 2 "' Q 2 Q 0 "' "' " "'
~ I
.02
~ r-..
i'.M i'~
.04 I
~
1 I
II
.()6 I I I I It 1
I
\ I ill
.08
-o I
t-- !"'-...
I
~"I" I 1\1\ I*
I r- r---- ~
.10 BORING P-58, OEPTH: 44.0 FEET ELEVATION: 798.5 FEET WHITE AND BROWN GRAVELLY CLAY (GRAYDON CHERT CONGLOMERATE)
DRY DENS I TV: 115 PCF ISTURE CONTENT: 15.7%
.12 AMPLE OSTA I NED WITH 4 INCH
!INSIDE! o1TT nEI IJREL J4 I
I II Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-417 CONSOLIDATION TEST DATA
PRESSURE IN LBS /SO ~T 0
- ~
0 0 0 0 0
0 0
0 0
~ ..
0 0
0 0
0 Q
0 0
2 0
0 Si .
0 0
0 0
0
~
s Q
0 0
2 0
0
~
0 0
0 0
0 Q
0 "' " "'
~1111
. ! I I
t"-<'-
I I I
ll .02 "'~I_ I I "r--.~0. ~.
I I I
! i I
l I I i II i l !
- .04 I
I I I' it'
.06 r---
I I I""" ~
1\
0.
.08 I
I It---. .......... I I, II I i
~'~11 \! I I
.10
.12 ELEVATION:
ORY DENSITY:
I BORING P-63, DEPTH:
I 796.7 FEET 112 PCF
>'()I STURE CONTENT:
Ii 40,0 FEET PURPLE AND YELLOW GRAVELLY CLAY
{GRAYDON CHERT CONGLOMERATE)
- 17. 8~:
SAMPLE OBTAINED WITH 4 INCH I I l I
I i
-- f----.:.JI I
I i
i II I !
I 1NSIDE D i r T nEt!TEL i
I
- I i :
.14 1 1 I 1 II i I I
. !I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-418 CONSOLIDATION TEST DATA
PRESSURE IN LBS. /SQ. FT
~
0 0 0 0'§ 2 ~ ~ ~
0 0
0 0
0 0
N 0
g 0
~
0
§ 0
0 0
Q 0
2 80 0 0
~
§ N Q
~ t"--
.01 r--...
kt---
I I I II
~ I I II I
.02
.03
"' f"\ l'n '
1'\
1\l\
04
.05 1\ I
.06 I I I \ l ' I I I I
I
' I I.
I
\ II
- .I
\I
.07
<r---.
~ 08 i"--- '
'~"-'!'-
~
!;1 0
i ~ I 1\ I
\I\
09 0
u
~
.10 I'- i'h. I 1'-
1'-t-.
.II
""~ i ~
"a \
I ~ ~II
.12f-- BOR lNG P-80 DEPTH: 23. 0 FEET I ~ '
ELEVATION: 817.0 FEET ORANGISH-BROWN SILTY CLAY WITH SOME FINE f-..t'--p TO MEDIUM SAND (TILL)
DRY DENSITY: 111 PCF MD I STURE CONTENT: 18.3%
.131- SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I I I I II I I I
.14 I
I I I I iI l II II I I I
I I
I I I i 1 I I I
\ I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FiNAL SAFETY ANALYSIS REPORT FIGURE 2.5-419 CONSOLIDATION TEST DATA
PRESSURE IN LBS /SQ. fT 0 0 0
~
0 0 0 0 0 0 0 0 0 0 0 0 0
~
~
0 0
0 8 N If 0
~ Q 0 0 2 ~ ~ ~
0 0
0 0
0
- \ ...8 N 0
o- N I
.01 I
i I
I I
.02
~
.03
'r'. I I I
~
.04
~
.05
'\
.06 ~\
\
- t
"!!; ~
\ 07
"':r:"' ~
- .08
\ I
~
~
!¢
\
' "' I 0
~ .09
\
I
§ I I
.10 1'-t
" ~
.II
~ \
\
.12 BORING P-95 ELEVATION, 805.2 FEET DEPTH, YELLOWISH-WHITE CLAYEY GRAVEL 43.0 FEET
~!'-. ~
13-(GRAYDON CHERT CONGLOMERATE)
DRY DENSITY, !18 PCF '-
I MOISTURE CONTENT, 14.4%
SAMPLE TAKEN WITH 4 INCH INSIDE DIAMETER CORE BARREL
'I
.14
.15 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-420 CONSOLIDATION TEST DATA
PRESSURE IN LBS. / SQ. FT. 0
~ ~
0 0
0 ~ ~ ~ § 0
0 Q
0 0
2 0
~ ... "'
8 8 0 8
~ 8 0
N 8
0
~
- ?5 0
o- ...... >--
r-. 1"'-t;o..
.01
.02
""' ~
\
1\
.0
\
.04 r\
\
.05
~
~
.06 ~
- r i!'
\
"'...:r
.07 1\
0 i!'
i!' 08 \
"' \'
.09
.10
"' I'-
'" 1"'1 I
l1
.II
~
" l'r-- \ 1 12 ~ ~
DEPTH: 31.0 FEET I'-~
BORING P-99 ELEVATION: 808.8 FEET YELLOWISH-WHITE GRAVELLY CLAY 13c- (GRAYDON CHERT CONGLOMERATE)
DRY DENSITY: 123 PCF M0 I STURE CONTENT: 15.0%
SAMPLE TAKEN WITH 4 INCH INS IDE DIAMETER CORE BARREL I.
.14
.15 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-421 CONSOLIDATION TEST DATA
PRESSURE IN LBS. /SO FT 0 0
0 0 0 0 0 0 0 0 0 80 ~
.,.0 0
0 0
2 2 0
"' ~
0 g 0 2
0 0
N
§ 0 0
0 0
2 2 0
g "'Q o-- t---. ! II
- >-- r- I
""'( I
.01 1--r-,
~
I I I
I Ill
""\ I I
I I !I
- I i l . II 02 I
' 'tll II I I; i
'I I
i I
03 I I I
- I i
I !
I i i I I I
' ' l I !\III! I II Ii IIIi I
I I I I I
I I I I
I i I II I I I I I II I
04
- _j I I I I I I I I I II ! ' ! I I
1\
I I I I i i I I I I 05 I
! I i I i I
~
\'--.. II II \I I I
I !
,l\ I 06
'r--.. r-..
07
~"--t--
I t--...
IIj I I
I I
............... o I l~~~I ' III ill I
I I I I 1 I \ I 1!
I II II I
! I 1\
I 1 i
- 08 I 1 I"- *I
't--t--1'- \
.09 1'-- - I 1\~
.10 60RING P*105 DEPTH, 31.0 FEET ELEVATION, 805.8 FEET PURPLE GRAVELLY CLAY I
HI-- (GRAYDON CHERT CONGLOMERATE)
I DRY DENSITY, 112 PCF KJISTURE CONTENT, 18.6%
SAMPLE TAKEN WITH 4 INCH INSIDE DIAMETER CORE SARREl I I I I
I 12 I
13 I
! I I 14 .
I I
i I
111 I
I I !I II I I
.I I I I I I I ill Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-422 CONSOLIDATION TEST DATA
'~ 11 ~~~~
.o21----+-+--+-+-+-+-H-+----+J.~~+-f--1--J...+--t-+------t-----+---i-~-l-.W....W i i
.o3l----f---!--!-+-H-+++---+-+--+-'Q,~t-l-+-H----l--l-l--1--+-+-+---+---l-1 0 I '-, l II T I i I I
.041---+--t---+---++-++++---+----jc----+-+++\~~M---+c----+l--+1-l-il I I
+-1-W-l 1
.ost-----t--+--t-++++++-+--+--+-++-
il 1\ \
I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT F!N.AL SAFETY .ANALYSIS REPORT FIGURE 2. 5-423 CONSOLIDATION TEST DATA
PRESSURE 0
IN 0
LBS /SQ. FT 0 0 0 0 0
§ 0
- 0 8 .
0 0
0 0
2 0
0 OJ ~
0
~
0
- 5 0
0 0
0 0
OJ ~ .
0 0
0 0
0 0
0 0
2 0
0 0 OJ 0
I I!I a.._
'i-
~
1 02 t-.. k: ! I II I I I
i I i ill I~ 'a...
I II 04
........_ II l I I
I I
"o. iI 06 1'- { i I
I I ' I I r-- ~~~ I II I 08 I I I I I I' I I i .
1
~ I
\i I
I I I I, i 10 i II I! I I I I II I 12 I I I i
I I I i
I ll I I
I I N I I ~~
II 14---+--
II u
I I
I I IJ,_-U I i I 1\l Ill Jill,~
~ .16 i
i i I
I ! III I I I 1 !
I I I IiI H-+t-\
II I
I
....;::Ji I ~~~
I I I I I I I 1 i I I l1rl
.18 *-
' 1I I I
I
.20 I I .I I
I I ill . I I
! I I
BORING P-117 I
DEPTH I 3.3 FEET I II* I ELEVATION: 845.2 FEET 22 -~g~T6~~S~~~; A~g ~~~WN SILTY CLAY (>'ODIFIED LOESS)
I I
I I I
>'0 !STURE CONTENT: 25. 7% I SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I I . I[ i 24
' I I I I I I II I
I II I Ii 11 1 I. I I I I I I liP
.26 28 I
I ' I iI I' II II I i II i
II, II It I J I I l
IITI~~~
ltrt 30 I I i IIiI I I 1 I ' I : ! I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-424 CONSOLIDATION TEST DATA
0 0
0 0
0
~ i ~
0 0
Q PIIESSURE 0
0 0
IN 0
§ LBS. /
0 8
0 0
.. Sl SQ FT 0
g Q
0 0
8N 0
g
- >l 0
0 0
~ ~ ..
0 0
~
0- "' N
(',
r-04
"' r-.r-.,
~
I oe 12 A i\.
'Q t'\
16 1\.
I r--.r-- i I ~~ I 20 J I
~ ['\. II 24 I '\
28 o ...
- 1-t- 1-o-r-- ro 1-
~
1'\'
t-
--o- ]'\[\
- 32 I
.36
.40 BORING P-117 DEPTH: 13.1 FEET ELEVATION: 835.4 FEET
.44f-MOTTLED GRAY AND BROWN SILTY CLAY (ACCRETION-GLEY)
DRY DENSITY: 82 PCF MO !STURE CONTENT: 39.5%
SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I 48 52
.$6 I I 60 I I i I I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-425 CONSOLIDATION TEST DATA
PRESSURE IN LBS. /SQ. n 0 C> 0 0
0 0 0 0 0 0 0 0 0 0 8 0
~ 8N ~
0
~
0
~ ~
0 0 8 0 0 8 0 Q 8 0
- il 8 8 "~
N
-- -... ro...
0 a--_
-a I ro I I
~J
.02 _j_i
............ i I I [o..... I i l I l I I t I ! I I
~i'-. I I I I I
.04 I ! I I !
i'r't I I I I
II
.06 1\
I 08 i
\ ~
I I
I I I II II 1\ I 10 I,
I\! II 12 I\
I cr- t-t---r-14
~
~
1'---f"'... I\'
16
~ ~
0 1'-r-- \
~
[15 18 r--.o. r-- t---.. I\
T-p i
I I
I 20 I i BORING P- 117 DEPTH:
I I
- 28. I FEET ELEVATION: 820.4 FEET GRAY SILTY CLAY WITH SOME FINE TO COARSE 221-- SAND (TILL)
DRY DENS I TV: 101 PCF MC I STURE CONTENT: 24~ 1%
SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE
.24
.26 28 30 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-426 CONSOLIDATION TEST DATA
8 ~ ~ i g 0
0 PRESSURE 0
IN 2 ~ ~ ~
LBS /SQ. FT.
0 0
~
0 0
2 i
()
0 0
0
~ .
0 0
N rr Q
- Q o-..._
1-t!-...... r-...
.01
"'ci'o..
.02 03
"' ~
~
~
1\~
.04 1\
K
.05 \
0 \\
\
I
.07 i!; 08
\
.09 c~
r--. .......
\
\
.10
~ ..........
1..
!-...... ~ \
r... ....... 1\
.II
\
~ r--.....
.IZ- BORING P-118 ELEVATION:
DRY DENS ITY:
DEPTH: 3.4 FEET 835.8 FEET tollTTLED GRAY AND BROWN SILTY CLAY (tollDIFIED LOESS) l 06 PC F toll I STURE CONTENT: 20.4%
r--
-1\ ....... ~
.13- SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I
.14 I II I
.I i ! 11 l Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-427 CONSOLIDATION TEST DATA
PRESSURE IN LBS. /SQ. FT 0
~
0 0
~
0
§ 0 0 0 0
~
~ .
0 0
~ ~ ~ § 0 g 8 g 8N 0 0'§ 0 N "' ~ ~
v-- "'
~ ..........
r-... h:..._ I 02 '
\
I I
.04 06 \ I I
08 \\
10 \
\ ' I I I
.12 \a 1\
14 \
I l
~
~ I
~ 16 1\
iii0 g ~
i!i
.16
\
.20
\
\\
22 24
\
26 c r-.
r- 1--- ......... \
~r-_ \
r- r--o 28 BOR lNG P-118 ELEVATION, DEPTH, 826.0 FEET 13.2 FEET ...... !'--
\
r-- r- I- 1\
""'-o GRAY SILTY CLAY WITH SOHE BROWN HOTTLING (ACCRETION-GLEY)
DRY DENSITY; 86 PCF HC I STURE CONTENT, 34. 1% !---~
SAMPLE TAKEN WITH 3 INCH D I AHETER SHELBY TUBE 30 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-428 CONSOLIDATION TEST DATA
PRESSURE IN LBS. / SQ. FT. 0 0 0
§ i
0 0 0 0 0
~
~
0 0 0 0 0
0 0 8N ~ ~
0 Sl 0
0 0
0 N ~ ~ 8 8N ~ ~ N 0
0 o...._
~ ...........
r--... r-c
.01
.02 r-~""
~
.03
.04
"' u, 1\[\
1"1
['\
.05 ~
.06 \
- I:
u z
\
~
07 1\
"'u
- I:
- .08 \\
.09
.10 1\
o1
.II 1\
r- r-
!'--~
1\
.12
~
........... "'().
. 13 BORING P-118 DEPTH: 19.2 FEET r-- ..... ~
"'0.
\
ELEVATION: 820.0 FEET MOTTLED BROWN AND GRAY SILTY CLAY WITH SOME FINE TO HED I UM SAND (ACCRET lON-GLEY)
I'-i ' 1\
...... ~
.14 ~DRY DENSITY:
.15 MOISTURE CONTENT:
SAMPLE rEN r H 3 116 PCF 1
rr r 8.6%
n r SHELBY TUBE 1 1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-429 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT 0 0 0 Q 0 0
0 8 N
0
~
0 s g 0 0 0
2 0
2 0
§ ~ ~
0 0 g 0 2 g
~
88 v If')
0 o-. --.: ;-.
r- """': >--r-. !
I I
r-.., ?-- l i I l I 02 r-..... I ' I IIi 1 /ill 1
I I II I 0~ '
.04 I \[\
.os+-----+----+--+-+-I---+-H+--t----+--+-+-+++++----+-+-+--+-+--t-1-+-H
~"'---r--. ~ I II i I
I i
I I i IIII
~'--r--
I Ill 1. II 'I I I Ill ' 'I' i I I I
~--+---t--+-+-+-++f+--i"o.,...,.,............_;;;:---t---t--+-+!-+-+i -- K----- ---r-+-
I l ntH-I
~'--~ hi.
I I I i l
II [II I I II
'I
+-+++-++-----+-4----+--"P'k+,....H+--~ I :
- l------+-----+---+--+-++++1------+----+--+--+-l++I+++~( J I 1\ II i 01~~~~~~~~~~~~~11*1,[-~1~1~,~~~~~~~
I ltl N{ 1 1\l lll-----+----+--+-+-+-+-+-++--+---+--+-++-++++------+-+--+-+-+--t-++-1 BORING P-120 DEPTH: 18.0 FEET I, ELEVATION, 824.4 FEET 2 e- ~~~iu~l~!~oCz!~c~g~O~R~~~y~F FINE TO ORY DENSITY' MOISTURE CONTENT:
107 PCF 21.2%
, !I I SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE [
J 131-----t-----+--+-+-H-H+--t----+--+-+-+++++---~--+-+---~-H--H-J I II
- ~-+~~~~---+-+~+-~~{------+-+1~+---~-+H I ' I ' I i I II Ill I I I!
ISL...--~--'---'--'--I.....J....J-'-'---'---~_.__"--'--'-'-'-'------'--'---'---'-~-'-l.-J
- I I !I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-430 CONSOLIDATION TEST DATA
PRESSURE IN LBS. / SQ FT 0
~ gg ~ ~
0 0 0 0 0 0 0 80 ~
~ ~ ~ ~
0 0 0 0 0 Q Q 2 Q 2 ~
0 " on "
o.._
r-cr-. r-.... II
~i'r--
.02 i I
~ I I l
111 1
.04
~ I'.
ra..
i'
',I'I
++t,+
1 I
i l
I I
I 1' i I 06
~H
~
I 08
~
l I
10
\
12 cr- !--... l\
r---- 1-- r-r !--
0 3!:
\
..."'r 0
3!:
14 ln.
I 1\
I'
'\
~ r-- r-3!:
~ 16 1\
ii r- t-p
~z I 0
0
.18 20 BOR lNG P-121 DEPTH, 3.0 FEET I I ELEVATION, 844. 5 FEET 221--tilWfi~~sY~~; A~g ~~~WN SILTY CLAY {MJDIFIED LOESS)
MOISTURE CONTENT, 23. 9%
SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE 24 26 *r 28 I I 30 ' I I I I I Il Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-431 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT 0 0 0 0 0 0 0 0 0 0 0 0
§§ ;f 0
0 g
0 0
N ~ ~ Sl 0
0 0 0 0
N 8
"' ~ ~ 0 Q 2 0
0 N
Q 0........ I 01
~
l I
I I I II lb ........... I II 02 I
~
03 I ru........ ......,
I I
! ! i'o I i I I 04 I I ', 1\
I I
I I
I OS I I I I I
\
\I I I I I
I I I
I I
I II I I
I I I
1 06 I i ! I I I
~!
I I : :I j I i
I' Ii . i I i 01
\i I 1-~!1'l I
I i II I ll ' I I i ci'-... I I I
~ 08 l I
1\ I I
I I'...........
09 I I ~
+--~ I i
""'~
I I ' IIi I I
I I 10 I
I .
/I
\ I I
i I ""'I ~I :1'II ,. .i ~
II 12 BORING P-121 I
I I I ;
I DEPTH MOTTLED BROWN ANO GRAY SILlY CLAY WITH SOME
""'""" " ' ; em FINE TO COARSE SAND
~is~G~~~~~Nn~? pi~.oy SAMPLE TAKEN wllH 3 (TILL)
I I I 30 I
0 I I fEET INCH 0 IAM£T£R SHELBY TUB£ I
tti I I
I I I I I
~*
D~
I
\
'\
13 l 'ILL! J j 1 -
I I I l I i I >!
I I! I I ill I
- l+~
II I I II II 14 I
I
! I I
I I !t l I I I I
! ' I I
I
!5 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-432 CONSOLIDATION TEST DATA
BORING P-125 ELEVATION, DEPTH, 839.4 FEET 3.2 FEET II 22 1- ~~T5~~S ~~~~N ~~D P~~AY SILTY CLAY ( f'OD IF I ED LOESS) -t-+-+--t--t-H--**--t-----i---t---+-t--+-t-*t-1 MOISTURE CONTENT, 26. 5%
SAMPLE TAKEN WITH 3 INCH 0 I AMETER SHELBY TUBE I
24f----+-------+--+-+-+++H----I-+----1~+-+-+-H+----t-----l--+-+-i'-+++-l I I i
I I I I, I 26J-----+-------+--+-++++++--*-4-+--i~+-+-~-++---*--+--rr*~--t-H
. i I I
I I 281----t----1--+-+-+-++++----t-+----1-+-+-+-H+-1
--~n-! i I I
' I I I
I I I I 11 I l I 3o-L---.l...---l..-~~..J...J...J.-----L-J..__I--L-.J....L..~---L----L----'-....L...J'---'-L...LJ I i !Ill Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-433 CONSOLIDATION TEST DATA
181-----f-~I--1-+-+-!--H+---+---+-+-t-+++++---l----+--+-+-l--+-iH-1
.2011----f--I--I-+-+-!--H+---+--+-+-t-+++++---l---+--+-+-l--+-iH-1 I BORING P-125 DEPTH, 18.2 FEET ELEVATION, 824.4 FEET 22 ~ MOTTLED GRAY AND BROWN SILTY CLAY (ACCRETION GLEY) --t-f-+-f--++--+----+1-+-f-+++H DRY DENSITY, 101 PCF MOISTURE CONTENT, 24.8%
SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I ! I I I I 241----f--ii---I-+--+-1-H+---+-+-+-I-+++++---1---+---+-+--+-HH-1 I I 261------+---1----1-+-H-+++----+-+--+--1-+-+-,+-,t-+----1-+--+--+--+-+-+-M zef-----+----l--1--t--+--1-H+------+--+-+---~-+++H-----I-+--+-+--+-H-H Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-434 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SO. FT 0 g g
~ 0 8
"' ;r "'
0-._~-- I II I I Olt-----+--+~:t--~Ht-+-+++t--r--~+-~1~-t+-t++---+--+i-+-+-1+-
I II I I i II
- [H-f+-l 02 t---+--+-+--H--i'HI-++-~-----"1'~+-+'--t--!-+-il +-+-II41____+-1___,'---;1____. ,_1+'+I+I+-ll
'-'~ I I I II I i! iI I " I l II' I' i 1 i I II !
I:
I u.,J-++++----+-----,-1*_ ,__+-+1-+:-+!+-ll I '
'i 03t----+---+-+--t-t-HH+--f--*-+--+-'-+
1 o*l----+--+-+-+++-++1--t-t It :~
I I i [
~
I 1 i +I+ iIi I \ I 051--o----+~f--+1 I ~ : ' Ii
~-t--H-d',-lW_ I I I I I I II
-+1-+'-+-+-IH N i i ! II I I --it osl---f-4-l--J-f-H-f.+::=::~~~-1-l--J-++W---1--~k-.-;;_-+---W-W-1
~~ I I I :i l ! '
-t I I!
1 O?f----t- -*
I I -- ! 1
[
' i I I
~ oet----+--+--r--t-HHH+----t---+--+--r++r~---t--t--~-+-+-+++4
' J
! I I I I I' I
091-----+---t--+~I-+-1H+---I------+---+-t*-+--t-+-f*+------t--'---"--+-++-+H II i
I I!iI II, 'I IOI-----+---t--+~H-1-t+-->----+---+-+--+-++-H-------t---l---i-+-+-+-+H BORING P-125 IDE)THI
~6mgo~~ow~ 1 ;i15~msiLTY IJ3 FEET I I '
11- FINE TO COARSE SAND AND SOME FRAGMENTS (TILL)
DRY DENSITY: 113 PCF ii MOISTURE CONTENT: 17~
I I II 't SAMPLE TAKEN WITH 3 DIAMETER SHELBY TUBE 1
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I i i I ~ ~I ' I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY AN A LYSIS REPORT FIGURE 2.5- 435 CONSOLIDATION TEST DATA
PRESSURE IN LBS / SQ FT 0 0
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COMPACTED DRY DENSITY: 103 PCF 1
1 1 1
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MOLDING MOISTURE CONTENT: 18.3%
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Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5- 436 CONSOLIDATION TEST DATA
PRESSURE IN LBS. / SQ fT 8" ~
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7 KEY:
6 SYMBOL BORING 0
0 P-2 ~ 23.5 FEET DEPTH
- 6. P-15 ~ 23.5 FEET DEPTH 5 0 P-122 ~APPROXIMATELY 13.5 FEET DEPTH
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- SAMPLES ARE CONSOLIDATED TO GIVEN PRESSURE, INUNDATED, AND THEN EXPANSION OR COMPRESSION MEASURED.
Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 438 SWELLING TEST RESULTS ACCRETION- GLEY
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GRAIN Sill IN IIILLIII£TERS
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FIGURE 2.5-443 GRAIN SIZE DISTRIBUTION
U.S. STANDA~D SI[V[ SIZE U.S. STANDARD SIEVE SIZE SIN. I.IIN. iii41N.SIIIN.4 ID 2D 40 10 100 100 IOOrrnTT,-r-r--n'~'n"n*1'*'~'"'~SI4~~~"1.Siwrr*r'"~4r,_,'o~~eornT*~o~sro~,oo~ntoorrrrr,-,-~rrn~,-r-r--,
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MILLIMETERS 01 00> OJ)OI
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UNION ELECTRIC COMPANY 0000 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-444 GRAIN SIZE DISTRIBUTION
U. 5. S TAOIOAIIO Sl[ V[ Sll[
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UNION ELECTRIC COMPANY 100 10 I GRAIN SIZE IN Ill ILLIIIETERS 0 I 0 01 0001 1000 10 I!)
GRAIN SIZE IN Ill ILL IME TEAS 01
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CLASSIFICATION FIGURE 2.5-445 GRAIN SIZE DISTRIBUTION
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UNION ELECTRIC COMPANY 1000 I0 GRAIN SIZE IN MILLIMETERS I0 I
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