ML18208A154
Text
{{#Wiki_filter:5 I 1 AREA/ SHOWN 0 MILES 5 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 SA Figure 2.1-3 is withheld perRIS 2015-17 0 0 -f--c c -r-8 8 f---A A DRAWN lOA TEl PROPERTY-SITE LAYOUT N/A CHKO. WATEI OWNER CONTROLLED AREA SA Figure 2.1-3 is withheld perRIS 2015-17 N/A AND SURROUNDING AREA SUPV. WATEl N/A FSAR FJGURE 1.2-44 APPO. mATE) LOCAT\[JN CALLAWAY LOCATION CLASS N/A 017 982 CALLAWAY CENTER UNJON ELECTRJC COMPANY 8600-X-88100 REV. ST. LOUfS, MO 74 4 I 3 I 2 1 I 20 .. "'l .... ' " . i?.il ', )* ' ', ,_ ' ,.T -_) ,'-i* ,', IG *'5a'*40' 9!"50' ', I ,* 5000 0 5000 I FEET
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 SECT.3 Q t-= u LIJ (/) t-= u LIJ (/) SECT. 2 SECT. II * .f. .. ---+----PROTECTED AREA-Vr I __ ....:To_4:.....;7_.;:.N..;__ T46N v I SECT. I SECT. 6 SECT. 7 SECT. 13 SECT. 18 PLANT SITE AREA a I RESTRICTED AREA BOUNDA 0 1000 zooo sooo 4000 'T I I I I I y 1/4 1/Z 3/4 I I I I 0 1000 .o.ooo 'l!:n WILU .__ _____ _.._ _____ _.::.:..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. laliobury 0 iiALISBUFIY CENTR.It.LJA oa.n..w. FRANKLIN Tipton 0 OSAGE Linn Creek 0 0 camdenton TAVIEIIN Crocker UNION 0 WARIItiiN AUGLAIZE L..INN ""----1 oWeatpbalia WASHINGTON CltAWP'OJtO OLinn THIRD CREEK BOEUF I LYON Rosebud 0 Owensville 0 ' BRUSH I BOONE LIBERTY 1---St_ff" 0 I COURTOIS JOHNSON LIBERTY WALTON MERAMEC CENTRAL Hillsbop, 0 I I LEGEND: 0 COUNTY MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED PLACE WITH FEWER THAN 2500 INHABITANTS
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 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-6 REGIONAL CENSUS MAP 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 \ ' ) N E DITAIL 'A' AUUEIIU: Tl!l 5 IIAI' WAS IM'MfD fliOM A POitTIOM Of THE FOllOWIJIG USGS MAP: ST. lOUIS, Ill., 1"1. I 0 IIIILU 3 I 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., I 0 w***..J ----MILES 2 I 3 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. I 0 +>¥+<+ IIIUS z I s 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 'A' 88 YEAR 2010 108
- YEAR 1980 MI'IJIIICI:
I litiS -VAS "'IMIID -A I'OIITIOII Of 1IC I'IILI.OIIIIIC USGS -: ST. UIUIS, 110., 1tu. 0 I . ... . - _, MILES 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 N \ w E N E DITAIL 'A' 58 YEAR 2020 108
- YEAR 1980 UPIIIIIICI:
1111S IW' VAS NPMID-A l'alTIOI OF TIC IIILUIIIIIIIO USCS IW': ST. LOUIS, Ill., MILlS 2 I 5 I 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_
- 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 tlial>ury 0 Ali58URY SH .. VUt
- CREEK . .7 'J)c( .-, I :J. , : v au. Mii(V'N 'IT ON J >
l t r 1-.. I I .... '-:.\ . ._,. .-5 .-_lj..' . .. iJ< j* 1 LEGEND: -*--COUNTY 0 MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED 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. ...
- MILES Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL FETY ANALYSIS REPORT FIGURE 2.1-14 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 10 TO 50 MILES 1980
( t 1 LEGEND: -*-*-COUNTY MINOR CIVIL DIVISION 0 INCORPORATED OR UNINCORPORATED PLACE WITH FEWER THAN 2500 INHABIT 3141 -* 4012
REFERENCES:
YEAR 1990 YEAR 1980 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 MISSOURL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS R RT FIGURE 2.1-15 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 10 TO 50 MILES 1980 TO 1990
t ( .. !pH,;,.,., l ;* 1 LEGEND: -*-*-COUNTY 0 MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED PLACE WITH FEWER THAN 2500 INHABIT ANTS 3377 4012
- YEAR 2000 YEAR 1980
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SUBOIYISIONS-TOWNSHIPS AND PLACES MAP. 2. U.S. BUREAU OF CENSUS, 1981, NUMBER OF INHABIT ANTS, STATE OF MISSOURI.
10 0 10 20 L...., ... s*g*5iJ!*Il .. .I 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 OF RESIDENT POPULATION I 0 TO 50 MILES 1980 TO 2000
- Jd<,rn*oe City
- C",.lf:k'!
/-81.<>.:.-ill<o -1 r --I 1 LEGEND: -*-*-COUNTY 0 MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED PLACE WITH FEWER THAN 2500 INHABIT ANTS 3038 YEAR 2010 YEAR 1980 -* 4012
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 .. 0114(+ + ... I MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-17 CURRENT AND PROJECTED DISTRIBUTION OF RESIDENT POPULATION 10 TO 50 MILES 1980 TO 2010 ' LEGEND: -*--COUNTY 0 MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED PLACE WITH FEWER THAN 2500 INHABIT ANT 2701 YEAR 2020 YEAR 1980 -* 4012
REFERENCES:
- 1. BUREAU OF CENSUS, 1980, MISSOURI COUNTY SU8DIVISIONS -TOWNSHIPS AND PLACES MAP. 2. U.S. BUREAU OF CENSUS, 1981, NUMBER OF INHABIT ANTS, STATE OF MISSOURI.
10 0 10 20 t..r . 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 <TON I I. I . Y H'l I i """'... (; f ( ' j *+* .. i ' I 1 LEGEND: -*-*-COUNTY 0 MINOR CIVIL DIVISION INCORPORATED OR UNINCORPORATED PLACE WITH FEWER THAN 2500 INHABIT ANTS 2383 4052
- YEAR 2030 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 ..,L. ... I 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 PI1!NT _ / / .... *** ..... -* .**** ,:* / / I . / rEACH BOTT:lM I ;* . // I I * / / G!NNA /" ---1,000,00(> r--f----+---+---+----1---_+-.- -.-. . -_./ _...,_.:::... __ .---tN-lN_E_M_!L-4-E .....:PG-'-1 N,_T --l *--*/ / / / /:,,1 /v ,, ,. I a 10.000 =:w!:;/t;* f J / I I . I I ' / /' .'_ll,__-+----+--f---+---+--+--+--+----+--l*-----1 I ,, I ,., ** 1 ' ,'/ ' f !If I _ _L __ 0 10 w 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 z 0 i= <( ..J :::> Q. 0 Q. 10,()()),000 -"--" ---------" --* ---* -f---;-----1,000,000 100,000 10,000 1,000 0 I I I / I v I I v I I I I J I I I I I I I h I VI I 10 r----I v / , / L / / v / / v L , //L // / f'/ 1/J VI/ 20 -" ! "" ' -t-"+ " ---->---LOQ:) r----- '"-1/' _ V' 500 People/Mi 2 __ ,---"-/ vv/ +**!* r-r----v v v I I $1 =+=--t-----------r--2020 (End Plant ./ ....-1 Operation) I / v 1980 (Beoin Plant 19 v I --t-----'L -_"_" __ -I t I I i I SERIES n: , 1965 -1975 MIGRATION
"----------"-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--
==:==:--t ==-t= ! I IH----t-1--+--+---+---+--- r-------L--f -+---1---+--+---1 I 10 20 30 40 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 O,OCYJ;XXJ -1000 People/Miz_ ..,.. l v I /--+-500 People I Mi 2 -v ./ / v v v / I,CXXJ,OCXJ , / , / ',f / J V_ 2020 (End Plant / / ..,.. -J Operation) I / _,../ I I I , / ... 1980 (Begin Plant -z 1970 Operot1on) 9 I L I v _b. r-1-<l ..J :;) I / Cl. 0 I / Cl. w 100,000 > i= I / <l I / // ..J I I / // :;) Ill / v :;) I " I /J (J 1 I 1/ r/ lA '/ I J/ SERIES I , 1965 -1975 MIGRATION I ' 10,000 1,0000 I 10 20 30 40 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) -----...,. -y-I I v --v -I I , / 500 People/ Mi ...,. I v v v v v v I,CXYJ,OOO / 7 _, " II " v --2020 (End Plant _ / / __, f.-"" I Operation) L 7 v I v ) / .... ..--: 1980 (BeQin Plont z 1970 Operation)_ Q II // ....-I .... ..J v :? / :::::> Q. 0 I / Q. LIJ 100,000 I 7 / ?: I 7 .... I // 11 / 1// ..J :::::> IlL /) r/ :11 I fl/1 :::::> u !J ) VI I I r/ v --I Vf SERIES I , NO MIGRATION I !Opoo ---I l I !()(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 - SAFigure 2.1-25 HAS BEEN DELETED CALLAWAY - SAFigure 2.1-26 HAS BEEN DELETED 1 lEGEND:
- lOCATION OF FACILITY I. SOUTH CALLAWAY COUNTY R
- 2 SCHOOL 2. OSAGE COUNTY R*l SCHOOL
- 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 1 LL YOUTH CAMP 12. GLOVER SPRING lAKE 13. LOST CANYON LAKE 14. THUNDERBIRD LAKE 15. REFORM WILDLIFE MANAGEMENT AREA I 0 2 b
- d . MILES 3 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-27 PUBLIC FACILITIES 0 TO 10 MILES LEGEND 8 VICTOR ROUTE NOTE: THE CORRIDOR FOR LOW ALTITUDE ROUTES EXTENDS 4 NAUTICAL MILES ON EITHER SIDE OF CENTERLINE.
REFERENCE:
- 1. U.S. DEPARTMENT OF COMMERCE, NOAA; OPERATIONAL NAVIGATION CHART, KANSAS CITY; G-20, 2, U.S. DEPARTMENT OF COMMERCE; KANSAS CITY, SECTIONAL AERONAUTICAL CHART; 21ST EDITION; DECEMBER 28, 1978. 3. UNITED STATES GOVERNMENT FLIGHT INFORMATION PUBLICATION; ENROUTE HIGH ALTITUDE-U.S.;
NORTH EAST, H-3. .SITE 10 0 10 Rev. OL-0 6/86 MILES UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-I LOW ALTITUDE AIR ROUTES AND AIRPORTS LEGEND: \ i / \ ,o c'" "-,.*# '1 INTERSECTIG/ ""\ ---ARRIVAL ROUTE NOTE: THE CORRIDOR FOR HIGH ALTITUDE ROUTES EXTENDS 4 NAUTICAL MILES ON EITHER SIDE OF CENTERLINE.
REFERENCE:
- 1. U.S. DEPARTMENT OF COMMERCE, NOAA; OPERATIONAL NAVIGATION CHART, KANSAS CITY; G-20. 2, U.S. DEPARTMENT OF COMMERCE; KANSAS CITY, SECTIONAL AERONAUTICAL CHART; 21ST EDITION; DECEMBER 28, 1978. ), UNITED STATES GOVERNMENT FLIGHT INFORMATION PUBLICATION; ENROUTE HIGH ALTITUDE-U.S.;
NORTH EAST, H-3. 4, JEPPESEN AIRWAYS MANUAL; JEPPESEN APPROACH CHART, STANDARD TERMINAL ARRIVAL; JEPPESEN SANDERSEN, INC., DENVER, APRIL 13, 1979. Rev. OL-0 6/86 10 0 10 MILES UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-2 APPROACH AND HIGH AL TITUOE AIR ROUTES
REFERENCE:
MISSOURI STATE HIGHWAY DEPARTMENT; GENERAL HIGHWAY MAP OF CALLAWAY, MISSOURI; OCTOBER 1, 1977. 2 0 --MILES 2 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-3 LAND AND WATER TRANSPORTATION ROUTES 127. 129. 131
- 137. 139. 140. 141. I H. 148 .. U6. 141. LEGEND CONTINUED TRAINING CENTER TECHNICAL SUPPORT CENTER UNDERGROUND DIESEL FUEL STORAGE TANK U TCHIIAN GATEHOUSE GAS CYLINDER STORAGE SOLVENT STORAGE TANK ULTIIIATE HEAT SINK COOLING TOlER NO. 2 {FOUND AT I ON TO FINISH GRADE DNL Y) ANNEX BLDG. HEALTH PHYSICS-CALIBRATION FACILITY RECLAIIIED OIL STORAGE TANK fELL NO. 3 MAINT.OUfAGE FACILITY 939-SECURITY RESPONSE CENTERS lEGEND
-**-Sit TCHYARO fENCE PROTECTED AREA FENCE -*--*-DINER CONTROL FENCE -" ---y,r-GATE 111111 111111111111111 I'LANT RAILROAD (1) PLANT ROAD ----DISTRIBUTION PIPING "Y I NTERFACt 200 0 20t .... I ICAlt: IN FEET (1) PLANT RAILROAD TRACKS HAVE BEEN REMOVED (2) This FSAR Figure is only updated to show changes that affect the hydrogen systems storage & distribution. For the current site layout see FSAR Figure 1 .2-44. LEGEND 1. REACTOR BLDG. 2. TURB I HE 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
- 14. SERVICE BLDG. 15. FIRE lATER STORAGE TANKS 16 FUEL 01 L STORAGE TANK 11. FIRE PUIIPHOUSE
- 18. COOLING lATER SYSTEII PUIIPHOUSE (CIRC' SERVICE) 19. OEIIINERALI ZED ' POTABLE lATER PLANT 20. COOLING TOlER 21. C02 STORAGE 22. HYDROGEN STORAGE 23. ULTIIIATE HEAT SINK RETENTION POND 24. PARK I NG-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
- 35. STATION SERVICE TRANSFORII£R
- 39. SECURITY BLDG, 40. NEUTRAL! ZAT I ON TANK 41. lATER TREATMENT PLANT CONTROL BLDii. 42. Sll TCHYARO CONTROL BLDG. 43. IIAIN PERIIANENT ENTRANCE 53. SEIAGE TREATIIENT PLANT 55. 0 Ill lAST£ TREATMENT AREA 57. OXYGEN STORAGE 72. NITROGEN STORAGE 75. BULK CHEll I CAL STORAGE 79. STORES BLDG. 116. EQUALIZATION BASIN 117. COOLING lATER CHEIIICAL CONTROL AREA Ill. AUXILIARY OIL TRANSFER BANK Ill. SPARE .IIA IN TRANSFORIIER STORAGE AREA 120. UHOER9ROUNO 0 I ESEL FUEL STORAGE TANU 121.ABOVEGROUNDGASOLINE TAHI( 122. SECURITT DIESEL GENERATOR ILOci. 123. SECOIIOA@Y ACCESS FACILITY I H. DIESEL FUEL SIURAGE TANK UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-4 HYDROGEN SYSTEM STORAGE &. DISTRIBUTION REV. 14 1 0/08 SECONDARY STOA.AG£ PRIMARY STOI?AG£ GAS STORAGE Vc S5t:L5 I I cl "I Ql l.l.l 'I <, "{ zl I "' tul \/) V)l lUI l I ,-----------------
I I I 1 I I I I :rPRESSURc Pev r CONTROL I MANIFOLD I 1-...........__REGULAIOR L __ ---------------_j ( 2 p LCS.) r ____ ..__ ___ -----I I 1 EXCESS 1 I FLOW I I VALVE. I I I L-----__________ __J EXCE.SS FLOW MANIFOLD POWER BLOCK Rev. OL-4 6/90 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-5 HYDROGEN SYSTEM FLOW DIAGRAM
, 7 ,, !\ l ,_ \ ' ) ' ( '\ ' ' \ KANSAS CITY \ I v ' *, AIRPORT COLUMBIA ' . \/ .. ....... FULTON AIRPORT J . G:J$/T£
- LOUIS AIRPORT ( MISSOURI I ' ' ' ' .... .. ' " I \ ) <, \s\, I ") \tf .. J L.-----------------------------\
> I ,.I /' ) 1----' 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
- !! (j) c ::0 ITI N ()I I N 0 r 6 REf(RCNC£:
PAUTZ, M. £
- OCCUPHENCES,l9195o59:
SEVERE LOCAL WBTM FCST -1967 ES STORM OF M£11)
- tVER SPRING, MO. LOGICAL 100 o '!oo I I MILES I '\ \ ' V.1 ',
aoo -75_0_ ., -l 0 r CD d "T1 -< ::0 G) -z c 0 l> ::0 (/) 0 rr1 oo C rr1 N l> (/) 01 ::0 rr1 I (/) 1.0 01 ()I ()I I 1.0 O'l ...... 0>::0 0>. 0 r 6
REFERENCE:
- P4UTl,
- 1969* SEVER£ LOCAl STORK OCCURRENCES 1955*1967.
ESSA TECH. MEr-ll '*BTM FCST :2, OFfiCE OF METEOROLOGICAL OPERATIONS, SILVER SPRING, MO. 100 0 100 300 1>16"' I I MILES 500 I <D U1 U1 CD -< 0 (/) 0 c: l> :u ITI (/) -1 0 Ul-1 o'f!! "'z Zc: 03: -lCD (/), l>::O zo o, , G') c: :u , O'l::O -(I) 0 r 6
REFERENCE:
PAUTZ, M,E., 1969: SEVERE LOCAL STORM OCCURRENCES 1955*1967. ESSA TECH. MEMO WBTH reST 12, OFFICE OF METEOROLOGICAL OPERATIONS, SILVER SPRING, MO. 100 0 e** 100 300 I I MILES 500 I NW sw LEGEND: @ 0 8 CALM 1 0 5% 8-18 10°/o N s WINTER N s SUMMER 18+ 15°/o NE NNW NW sw NNW N s SPR lNG N s FALL NNE E Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-5 SURFACE WIND ROSES FOR THE PERIOD 1951-1959 COLUMBIA 1 MISSOURI ANEMOMETER HEIGHT 48 FEET
REFERENCE:
3-HOURLY NATIONAL WEATHER SERVICE WIND DATA, 1960-1969* N s LEGEND: 0-5.0 5.0-15.0 > 15.0 SCALE (KNOTS) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-6 SURFACE WIND ROSE AT COLUMBIA, MISSOURI '"'\3 26} 10 METER LEVEL (5 62}-MEAN WINO SP!:ED (m/sec) FOR SECTOR WIND SPEED (M!SEC) > 10 7 5-10 0 50-75 3 0 -50 I 5 -3 0 0 0-1.5 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSES MONTHLY-THREE YEARS COMBINE SHEET I OF 7 "'{4 !7) MARCH 10 METER LEVEL N (4 20) APRIL 10 METER LEVEL LEGEND {5 62)-MEAN WIND SPEED (m/uc) FOR SECTOR WIND SPEED {M/SEC} > 10 7.5-100 50-75 3.0 -5 0 \.5 -3 0 0 0-I 5 N (!!, 72) MARCH 60 METER LEVEL N{571} APRIL 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANALYSIS REPORT FIGURE 2.3-7 WINO ROSES MONTHLY-THREE YEARS COMBINE SHEET 2 OF 7 N (3 57) JANUARY 10 METER LEVEL N\4 50) FEBRUARY 10 METER LEVEL LEGEND {5 6Z) -M(AN WINO SPUD (m/sed FOR SECTOR WINO SPEED (M/SEC) >10 7 5 !00 50 7 5 30 50 I 5 3.0 0.0 ! 5 N (4 61) JANUARY 60 METER LEVEL N {6 3'31 FEBRUARY 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-7 WINO ROSES MONTHLY-THREE YEARS COMBINE SHEET 3 OF 7 5Zl MAY 10 METER LEVEL JUNE 10 METER LEVEL LEGEND (5 62}-MEAN S?HD {m/nc) FOR SECTOR WIND SP££0 { M/SEC I > 10 7 5-10 0 50 7 5 30 50 1.5 3 0 00 I 5 !6 08) sw (5 48) "'" ( 501 /"\/-ssw 15 501 c"'/"-1492' s 1512 1 MAY 60 METER LEVEL S (5 I!) JUNE 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSES MONTHLY-THREE YEARS COMBINE SHEET 4 OF 7 N(225l JULY 10 METER LEVEL N {2: 4!) AUGUST 10 METER LEVEL (5 62)-MEAN WIND SPEED (rn/ne) FOR SECTOR WIND SPE"ED (M/SEC) > 10 7 5-100 50-7 5 30-50 1.5 -3 0 0.0-I 5 N (4 061 JULY 60 METER LEVEL N (3 83) AUGUST 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSES MONTHLY-THREE YEARS COMBINE SHEET 5 OF 7 SEPTEMBER 10 METER LEVEL N (3 15) OCTOBER 10 METER LEVEL lEGEND (!!i 62) MEAN WINO SPEED (m/ue) J.'Of< SECTOR WIND SPEED (M/SEC) > iO 7 5-10.0 50-75 30-5 0 j 5 -3 0 0.0-I 5 .,. (2 961 5 {3 24) SEPTEMBER '"' 60 METER LEVEL N(537) s (5 28) OCTOBER 60 METER LEVEL "' Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSES MONTHLY-THREE YEARS COMBINE SHEET 6 OF 7 N\3 69) s Oi"!l NOVEMBER 10 METER LEVEL N ( .. 07) DECEMBER 10 METER LEVEL h§END (5 62) -MEAN WINO SPEEO (m/sec} FOR SECTOR WINO SPEED (M/SEC) > 10 7 5-100 50-7 5 3 0 -50 I 5 -3 0 0 0-I 5 NW {5 87) ""' (4 69} '01 NOVEMBER 60 METER LEVEL N 15 061 DECEMBER 60 METER LEVEL 03) " 1:3821 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSES MONTHLY-THREE YEARS COMBINE SHEET 7 OF 7 N (3 12l 10 METER LEVEL LEGE NO (5 62)-MEAN WIND SPEED (m/$tc) FOR SECTOR WINO SPEED (M!SEC) > 10 7 5-100 50-7 5 3 0 -50 I 5 -3 0 0 0-I 5 N(499) 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-8 WIND ROSES ANNUAL 1973 -1974 N (3 24) 10 METER LEVEL (S 62) -MEAN WlND SPEED {m/sec) FOR SECTOR W\NO SPEED (M/SEC) > 10 7 5-10 0 5.0-7 5 30-5 0 I 5 -3 0 0 0-I 5 N {5 03) 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-9 WIND ROSES ANNUAL 1974-1975 N (Z 10 METER LEVEL LEGEND {5 62)-M*AN WINO SPEED ( m/:t$c) FOR SEC TOR WIND SPEED (M/SEC) > 10 7 5 -IQ_Q 50-75 3 0 -50 I 5 -3 0 0 0-1.5 N 1'>62) 90 METER LEVEL 60 METER LEVEL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-10 WIND ROSES ANNUAL 1978-1979
- !! G') c ::a "' 1\1 Cll I O>::D -(J) 0 r 6 .... ,, -.
- _.r;:_;___i..:._.:;_._;__cf::.*::.
.. --" ............
- ..... , .fll'tt! '1 5000 0 5000 ------FEET .... lt[Ftll[IIC£:
lOPOGRAPHJ IAS£D o* PORTIONS OF U.S.C.S. 7.5 "'** 10POGRAPHIC MP ADVANCE PRINTS: f'Ul10* SE."ISSOURI QUADRANGLE IGIITGOtiERY CITY SW, MISSOURI QUADRANGLE IGUII£ liE, "ISSOUitl QUADRANGLE IGRRISOM Ill. "ISSOURI QUADRANGLE SECTIOM LINES SHOWM ARE APPROXIMATE 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 8 i§ 0 I I i i! zlz s ilil I .... § N ii" % i!i!
===: I I :===::==: -: -1 1100 I I &
- ll 2 I 0 I 2 ll * & MILES MILES ssw ' aC i a I NNE aC 0 :z:i 0 i !! , ... , ,.: I I; ; I IS!
- aC c § :z: ) I I II I I -: I I I &
- ll 2 I 0 I 2 3
- 5 MILES MILES Rev. OL-0 FEET 6/86 4000 ? 4000 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 8 t.t .., SW I I i I I *r I I NE Ll_ _l 111 == I:::::::==-
- -5 4 I 2 I 0 I 2 3 4 3 MIL.t:S MILES I N I I I !i ! II I I 8 ' I I i i I I W$¥1 -z I ENE :II ::I I : I -1 I 4 ll 2 I 0 I 2 3 4 3 MILE$ MILES FEET Rev. OL-0 4000 0 4000 6/86 I I I I I I I I I UNION ELECTRIC COMPANY VERTICAL.
EXAGGERATION*4)( CALLAWAY PLANT FINAl SAFETY ANAlYSIS. REPORT FIGURE 2.3-13 TOPOGRAPHIC CROSS SECTiONS A 5 MILE RADIUS OF THE SITE SHEET 2 OF 4 e "' "' Ill Ill NW Ill Q u SE z z Q Cl Q o I.J ' II! Q )( ..... I i! ii "' "' i ........ cc I I I I I JJjj : -I I 5 .. s 2 I 0 I 2 s 4 5 MILES MILES Ill 5 * ' 8 ,.: NNW 0 i!:ll Q Cl I SSE )( c ,.: I a .... i I i*-"' i II:
- I I I ,_ --------I --+-I I -I 5 4 s 2 I 0 I 2 s 4 5 MILES MILES FEET Rev. OL-0 4000 0 4000 6/86 UNION ELECTRIC COMPANY VERTICAL EXAGGERATION
- 4X CALLAWAY PLANT FINAL SAFETY ANALYSIS.
REPORT FIGURE 2.3-13 TOPOGRAPHIC CROSS SECTIONS A 5 MILE RADIUS OF THE SITE SHEET 3 OF 4 w WNW II: g i ., ! i i >-ljt i )I c % I I I I I I E 5 4 3 2 I 0 I 2 3 4 MILES MILES i i i ! ! i H I i ESE --=----+------+-1 --+-: -------+-::::::::::11 5 4 3 2 I 0 I 2 3 MILES 4000 FEET 0 V(IITICAL EXAGGERATION
- 4X MILES 4000 4 Rev. OL-0 6/86 UNION ELECTRIC COMPANY 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
....... ..J (/) 2 I .... w w z Q .... <t > w ..J w ..... ..J (/) :IE I .... w w 1.1.. ....... z 0 i= w ..J w 1000 NORTH (0°) 750 500 250 0 5 10 15 20 25 30 40 50 45 DISTANCE FROM SITE (MILES) 1000 NORTH NORTHEAST (22.5°) 750 500 250 0 5 10 15 20 25 30 35 50 40 45 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET I OF 8 ':J (/) 2 I .... l.tJ l.tJ z 0 5 > l.tJ ..J l.tJ -..J (/) :E I .... l.tJ l.tJ 1.1. ...... z 2 .... l.tJ ..J l.tJ 1000 NORTHEAST ( 45°) 750 500 250 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 EAST NORTHEAST (67. 5°) 750 500 250 ________ _L ________ j_ ________ L_ ______ 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 2 OF 8 ':J en :::!: I 1-w w LJ.. z 0 1-<( > w ..J w ..J en :::!: 1-w w z 0 i= <( > w ..J w 1000 750 500 250 ______ _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°) 750 500 250 ________ L_ ______ _L ________ L_ ______ _L ________ L_ ______ _l ________ i_ ______ _J 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 3 OF 8
- J C/) ::1!: I 1-!.'-' !.'-' !: z 0 1-<l > !.'-' ...1 !.'-' ..... ...1 C/) ::1!: I 1-!.'-' !.'-' !: z 0 1-w ...1 w 1000 SOUTHEAST (145°} 750 500 250 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 SOUTH SOUTHEAST (167. 5°} 750 500 250 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 4 OF 8
- J en I ILl ILl 1.&. z 0 1-ct > ILl ...J ILl ....... ...J en I ILl ILl z 0 i= ILl ...J ILl 1000 SOUTH (180°) 750 500 250
________ J_ ________ J_ ________ 0 5 10 15 1000 750 500 250 20 25 30 DISTANCE FROM SITE (MILES) SOUTH SOUTHWEST (202.5°) 35 40 45 50 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 5 OF 8 -if :I I ..... "' "' z 0 > "' "' ...... C/) ::E I ti "' z 0 t= "' ILl 1000 SOUTHWEST (225°) 750 500 250 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) 1000 WEST SOUTHWEST (24 7,5°) 750 500 2!50 0 5 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 6 OF 8 -..J U) 2 I "' "' z 2 > "' ..J "' ..... *..J U) 2 I "' "' I&. ..... z 0 t= "' ..J "' 1000 WEST (270°) oJL ________ i_ ______ ________ _L ________ L_ ______ 0 10 20 25 DISTANCE FROM SITE (MILES) 1000 WEST NORTHWEST (292.!5°) oJL ________ J_ ________ !_ ______ ______ _j ________ 0 5 10 1!5 20 25 30 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 7 OF 8 ':J (J) :::!: I 1-w w z 0 1-<X > w _J w _J (J) :::!: I 1-w w !::. z 0 w _J w 1000 NORTHWEST {315°) 750 500 250 ________ _L ________ L_ ______ _L ________ i_ ______ 0 5 10 15 20 30 35 25 40 45 50 DISTANCE FROM SITE (MILES) 1000 NORTH NORTHWEST (337.5°) 750 500 250 ________ _L ________ _L ________ 0 5 10 15 20 45 50 25 30 35 40 DISTANCE FROM SITE (MILES) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 TOPOGRAPHIC CROSS SECTIONS WITHIN A 50 MILE RADIUS OF THE SITE SHEET 8 OF 8 I 3000-LEGEND: I + NATURAL DRAFT I 0 MECHANICAL DRAFT ---rv 20"/o ERROR L I HITS 1: 2500-/ I / E / :r 2000-1-(.!) z I f+ / // LLI ..J LLI
- !! 1500-::::> 1-0----l ..J a. 0 -<.. 1-+ LLI
> a: !000-LLI (/) Ill ;-07---i/ 0 500-l/Y 0 o 56o
REFERENCE:
TVA PARADISE STEAM PLANT; PARADISE, KY., WINTER, 1973. 10 1 00 15 1 00 20 1 00 25 1 00 30 1 00 PREDICTED PLUME LENGTH {m) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-15 OBSERVED VERSUS PREDICTED COOLING TOWER VISIBLE PLUME LENGTHS
Ta,Xa I 5 10 15
REFERENCE:
PSYCHROMETRIC CHART, GENERAL ELECTRIC co., 1968. 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 SATURATION MOISTURE CONTENT OF AIR AS A FUNCTION OF TEMPERATURE 100 90 I I ""1111 DROPLETS FALL TO GROUND 80 i ' 70 0 60 ::r.: 0: 50 !::? a: w 40 :t: Cl.. (/) 0 :.::!: 30 1-<( 20 10 " DROPLETS DISPERSED BY ATMOSPHERIC TURBULENCE \ ' \ 0 0 50 100 150 200 250 300 INITIAL DROPLET RADIUS (.J..Lm)___.
REFERENCE:
SLAWSON, P.R., 1976: COOLING TOWER DRIFT DEPOSITION-PROGRAM GUIDE TO ENDRJFT II, (NVIROOYNE LTD. REPORT, APRil* Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-17 DRIFT DROPLET DISPERSION VERSUS RELATIVE HUMIDITY )If OP1 ,o r-::I: J>l> zZ ..... 0 l> r-N Ql I CD m:n -(I) co< m. 0 r;-0 EXPLANATION X MECHANICAL WEATHER STATION, SITE C-5 ELEVATION 8!52 FEET ABOVE M.S. L. y PERMANENT METEOROLOGICAL ELEVATION 824 FEET ABOVE TOWER M.S.L. e NATURAL DRAFT COOLING TOWER
- PLANT STRUCTURE NOTE: Unit 2 was cancelled in 1981. REFORM, MISSOURI 5000 0 5000 -----FEET HAP
REFERENCE:
tOPOGRAPHY BASED ON PORTIONS OF U,S,C,S. MIN. TOPOGRAPHIC MAP ADVANCE PRINTS: FULTON SE,MISSOURI QUADRANGLE MONTGOMERY CITY SW, MISSOURI QUADRANGLE MOKANE NE, MISSOURI QUADRANGLE MORRISON NW, MISSOURI QUADRANGLE SECTION LINES SHOWN ARE APPROXIMATE (*"',/ FARM ROAD I I L ,,*, . ' . '. FEET YARD GUY ANCHORS 65' TO FARM ROAD Ref. dwg. -J-373-00014 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-19 PLOT PLAN OF PERMANENT METEOROLOGY TOWER FACILITY REV. 1 1/09 -MET TWR DATA LOGGER PC W/ MONITOR D RS-231 TO FIBER CONVERTER MET TOWER ttf---FIBER OPTIC CABLE PLANT PROCESS COMPUTER ROOM RS-232 TO FIBER CONVERTER REF. DWGS' J-313-00029 J-373-00030 PLANT COMPUTER UNION ELECTRIC COMPANY CALLAWAY ENERGY CENTER FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-20 SYSTEMATIC DIAGRAM OF DATA PROCESSING REV. OL-23 6/18
____ ,_ ____ 5 II u f-S 4 Zf-9.. c;z 8 5 14 11 o..-6 \ W:i= \ ow 6 0 13 8 a:: 7 10 '\ Ow a:: a 3 a::-\ -a:: ::2o ...J a :I: wU ...J 0::2 8=> .. ::t 2f---* Z...J 21 3 w a::(/) w::::> u..z u..._ o::2 I 0 20 10 NOTES: 1. BASED ON HOURlY ONSITE DATA 12/22/78 THRU 4/23/79. 2. NUMBERS REPRESENT OBSERVATION PER 1°C TEMPERATURE CLASS. 3. CURVE IS EYE FITTED BETh'EEN -100 AND 0°, CONSTANT= 3.9°C BELO'w -100 AND CONSTANT 0.65°C ABOVE oo. -5 \ I 14\ 11--5 54 8 '68 73 43 2 94-55 26 10 31 r, "i 6 20 12 4 10 23 12 0 +5 TEMPERATURE +10 +15 +20 (OC) +25 +30 Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-21 TEMPERATURE VERSUS DIFFERENCE BETWEEN COOLED MIRROR AND LITHUM CHLORIDE DEWPOINTS z oo "11ITI X z, J> ., 0 , G) -G') G') ::u (A c c J> :J: ::0 ::0 , 0 ITt ITt :J: N 1\)--. 0 z '1J G') I I ::or 1\) 0 0 "110 -J> r-t ITt CAo z (A 0>:::0 -co 0 r 6 SCALE IN FEET 5000 0 5000 HAP
REFERENCE:
tOPOGRAPHY BASED ON PORTIONS OF U.S.C.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 LINES SHOWN ARE APPROXIMATE OSAGE I CALLAWAY CO. CO. a: w 0 ?! .. 0 9 a: '" 0 0 s 0 a: 0 >-N <t >-)-<t <t £ <t ii'a: ::> <t 0 30 30 3:: =>w 0 3:: a:: 0 0 w :X: ..J :X: ..J 0 0 :X: .... 1300 r-:r :ii> "' <t <t <t <t .... G 0 -1300 :;;( "' "' :;;( 0 0 0 0 ;;; x "' .... a: (J)-i l: a:: X .... -"' a: a: a:: a: 1100 r-:X: -1100 "' I I I I I I I I I I I I "' .... ... :!:: 900 r--900 ;!!; z r-z 2 '"' -700 0 .... 5 _________ __.....------ "' 500r-*----.. -500 > ..J "' "' r-J I I I I I _, 300 300 "' I I I I I SEC. 3 SEC. 2 SEC. SEC. 26 SEC. 23 SEC. 14 SEC. it SEC. 2 T45N T46N R8W R8W OSAGE CALLAWAY CO. co. 0 a:: :¥ w 8 ..J ?! "' 0 !!.? 0: .. w 0 -'" w SSE ::::i ii' 0 a: NNW ,.. <t (.) )-0 "'a: _, :::l <t 0 <t a: 3:: =>w w 0 3:: a:: z 0 30 0 0 .... 1300r-::! :r 0> "' (J) :r ..J 0 0 <t 0 <t "' X 30 -1300 "' (J)_ z (J) "' :;;( <t <t C> <t 0 .... <t <t xo "' <t a; i 0 0 0 0 a: ;;; 0 0 .... "' a: :r :r a: a: a: ..J a: :r a: a: 1100 ::1 LL 1100 1-I I H I I I I I I I I 1 I I I I --LL :!:: 900 r--900 ;!!; z -z 0 700 -700 '? !i .... > --500 w 500 r- ..J _, "' I I 300 ---------"--*--
- -----:-t--****
R7w!R8W .. -t--** I 300"' SEC 7 SEC 6 SEC. 31 SEC. 25 SEC. 24 I SEC. 14 SEC. II SEC. 2 T45 N T46N 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 ---. \ ----___ -,-_. -f ' / I I ' "' I I I I I I / I I I I / ,,. ' l *' .*. ; ' ------50 /* ,_ . ' ' .;.. I ' ' ' ' ---,-' \1' -I _J. 0 CONTRACTOR PARKING LOT P.M.P. OVERF POINT FOR THIS 0 NOT INCLUDED IN TABLE BECAUSE NO CATEGORY ONE STRUCTURES ARE IN IT'S CONTRIBUTING WATERSHED. HOWEVER, I I ____ __c"o::;11---+----------Lf,--, ___ ,_+"'ff+m+*l TH IS ARE A IS IN CLU OED IN THE TOTAL DRAINATE AREAS OF DOWNSTREAM OVERFLOW POINTS. TRANCE ( i I ENTRANCE "A" 0 w 0 "' "' . 0 0 0 "' 0 0 0 . "' "' w .-/ " ,. . . ' \ \ \ \ \ ..... r _, .. .---.. ... *** . . f. ' * ! ';-*---**-*----/* ,. /' ----TECHNICAL TRAINING FACILITY I ,845.0
- 1 I TRAINING CENTER 850.20 --. / --* .-* *-*--. / ' -. ' / ** . ._ __ / ---. '----:-: .*..
- I I t \ '------*-' ' *, \ ' '* ,_ ---1 -----/ _/ -.... DCA ACCESS IL ITY I ( -848.10 SECURITY BARRIER ', SEE owe. 8600-X-175'248 ------\ ., I . .____ ' Sic e \ ' SECURITY BARRIER SEE OWe. 8600-X-175248 --'* 845 -' -------j Slo'!'!: 7 I ' ' I / SECURITY SEE DWG. 8600-X-175247 SECURITY SEE owe. BARRIER 8600-X-175246 '-. ----*** t .. _ : . --* ---" :.* . * ' X . " . . ' -/ / ' /"1/" ', ') . -__ -* I I I " \, '-, ./ .. '. / ' ) * * * * * * * * * \ I t . * * * * * * * * * * *
- 837.61 * * * * * **** * * * ' . I * * * ----------,, -, ' ' '--\ I : 1 * * * * * * * * * * ' "'-'I \ -* * * * * * * * * * * * * * * * * * * * ******* * * * .. -----t N 100,250 --'----. --*-WAREHOUSE ' \ . ' / -l tJ.r--i _;T------: 837.04 x PROBABLE MAXIMUM PRECIPITATIOt-1 CP.M.P.) OVERFLOW POINTS POiNT NO. N E I 100,631 100,106 2 100,600 100,107.5 3 100,940.3 99,340.0 4 100,985.4 99,331.9 5 100.600 99,826 7 99,915.6 99.685 8 99,814.5 99,564.5 9 99,593.08 99,528 10 99,814.5 99,475.5 II 99,774 100,117 17 99,900 TO 100,140 100,133 18 99.718 100.133 19 100.907 100.380 20 99.550 100.133 21 99.718 99.707.9 22 99.550 99.742.5 23 99.350 99.835.4 TO 100.133 24 99,313 96,612 TO 100.145 26 100,948.4 99,752.6 27 100,655.3 99,604.6 28 100,948.4 99,486.2 29 100,012.1 99,595 30 100.985.4 99,340 . . . , POINT NO. 31 32 33 34 35 36 37 38 39 40 41 42 44 45 N, 99,973.9 99,814.5 98.890.9 99,926.2 98.200 97,943.2 100,985.4 101,011.6 99,825:3 9 8 ' 90 5 99,313 100,843.6 E 99,028 99,051.7 98. 578 98_.524.3 100,320 99.955.5 1 00 '38 0 1001050 98,677.8 98,910 100,145 TO 100.456.3 100,340.2 99,750 TO 100,145 100,210 *'REFER TO SITE CALCULATIONS FOR DRAINAGE AREAS, OVERFLOW POINTS AND PONDING ELEVATIONS. DATA ON THIS FIGURE MAY NOT BE AS-BUILT. .. -.**. ---I / / /. ... ) (\_) -----:.:-1-!Lt./ __ i I ---.l'o---P>C------px------Px .__ ____ , ,r----xx----""\_,,____ -PX------. 837.50 t HCST SWALE SLAB SEE DWG. 8600-X-88861 --ISFSI SUPPOR BLDG. HARDENED STORAGE BLDG. PLANT SUPPORT FACILITY I WORK MGMT.BLDGI XX-----xx -------e -__, ..... .... MAINTENANCE , STORAGE FACILITY TURNING SLAB HAUL PATH-/" 8 ... UMAX ISFSI HAUL X X " X I : /--*, * * * * * * * * * * *
- 837.50 *' ': . * * *
- t t "!-O*P7 .QQ * * * . * ' I -r I \ I ., \ \ \ \ ' I ! ( * * * * * * * * * * * ! / *
- i _;'\.__/ i ...._, j I I / ' -. \ __ .... /\ / / 0 / / / -' / / ( INCDRP. MP 13-0009, FCN-03-INCORPORATE MP 15-0028. FCN-01 INCORPORATE MP 03-1017 FCN 25 INCDRP. MP 15-0004. *s*o' / I ' \ * * -----* * . * * --. * * -. *-. * ** PLANT GRADE 840.0 ** * *
- UNIT I * * * '* * * * * + ' G : / / . / . 0 I ............................ ' '* * * * ***** D 0: * . ' \838.27 ", * * * * * * * * * . I/ @ "i;ECURITY -.
- lBARRIER ' SEE DWG. 8600-X--175251 * * \, ' / ,, ' . -* *-\ \ GRAD£845.0 .. \ *--. --------fW / / .. / * / . / . " ' ' . ' / !/' **--. /. (3 USE SPEC : I ED DET. N DWG. .* 7. BARR I CADES_ INS TAlL ED ON BOTH --USE SPECIFIED DE:r,. ON DWG. t;l ,; .. , Inc . AS-BUILT / . / / / / " ' ' " / ' ,., ' ' \ "., ' \ I * ...---) -/ ... , ,.* . ' . --., ' ' ' -' . / ' .' ' ' / /" "" :'c-/ ' / ,-.:. --+ ( r-, .. : ,' . / -* \., / / -*-; . .
- I. , ..-N9 S.,CULVERT IS ABANDONED. BOTH CMP CULVSRT UNDER PA FENCE IS PLUGGED WITH PLOWABLE FILL & ABANDONED. ' ' . . : ' ' -\ l '! -' \ \, ' /\ ' " PROPERTY -GRADING P.M.P. DRAINAGE PLAN FINAL GRADING AND DRAINAGE FSAR FIGURE 2.4-3 CENTER UNION, ELECTRIC COMPANY 8600-X-88300 (Q) ST . 29
___ 8=--=5=,0 WATER TREATMENT E. S. W. S COOLING TOWER -t ROAD 84o I I .. -\ v 'I ________________________ \ ULTIMATE HEAT SINK < REACTOR BLDG. 850 ' . ' I 840 g -V t--L ....J 1830 ...JO:: -y PLANT 0 ul t-<C ccw 820 20:: 810 850 SWITCHYARD
840 GRADE \ \ ROAD \ RETENTION POND 850 TO CONSTR. t ROAD PLANT AREA --! £40 I VT' 830 I EXCAVATION FOR CANCELLED UNIT 2 820 I 810 t ROAD SECTION A-A LOOKING SOUTHWEST THRU t OF REACTOR BLDG. t REACTOR BLDG. 850 830 L--
LANl_G.RADl_ __ -v"-----'-=--=---'=----
--REACTOR BLDG. TO COOLING TOWER AREA--850 t t ROAD ! I RR T ROAD 840 I ___ _J 830 PLANT GRADE REFERENCE DRAWING FSAR FIGURE: 2.4-3 GRADING AND DRAINAGE SECTION B-B LOOKING NORTHWEST THRU t OF REACTOR BLDG. HORIZ. SCALE IN FEET ELEVATIONS IN FEET-MSL Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-4 SECTIONS -SITE DRAINAGE 317 SQ. MI. \ __/I "'-\A\ I I / ' /e HAMS PRAIRIE ) \_ ---( /. ( . / LEGEND= / / APPROXIMATE BOUNDARY OF WATERSHEDS GENERAl HIGHWAY MAP OF CALLA'WAY COUNT'!' BY Tr1£ Mi5SOuR! STATE . .----/ I \ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-5 LOCAL SURFACE WATER DRAINAGE MAP 3:: (/) (/) 0 c :::tl :::tl < 1"1'1 :::tl llJ )> (/) z ., G) c :::tl JTI 1\) .J:-1 en r---... ----I -"""" ----r-----":'_ CANADA , __ f ...... _ ---UNITED m::o m. 0 r 6 LEGEND: 411111 TR I BUT!IRY RESERVOIRS
REFERENCE:
CORDINATING COMMITTEE ON MISSOURI RIVER MAIN STEM RESERVOIR OPERATIONS, 1973; MISSOURI RIVER MAIN STEM RESERVOIRS 1973-1974 ANNUAL OPERATING PLAN. A K E 8 R A s 100 0 100 ""'"" ---+I . MILES 200 I 1 FT. RANDALL POINT
REFERENCE:
BASED ON KANSAS CITY SECTIONAL AERONAUTICAL CHART DATED OCTOBER 1972. 10 0 10 zo ------------- Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-7 REGIONAL HYDROLOGIC FEATURES P.EFERENCE: U.S. ARMY CORPS OF RIVER HYDROGRAPHIC SURVEY TO THE SOUTH, KANSAS Cl NOTE: REFER TO TABlE AND 2.4-4 FOR OWNER, SOURCE AND USAGE INFORMATION 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 MILES UNION ELECTRIC COMPANY CALLAWAY PLANT UNITS 1 AND 2 FINAl SAFETY ANAlYSIS REPORT FIGURE 2.4-6 LOCATION OF DOWNSTREAM WATER WITHDRAWALS AND DISCHARGES TO THE MISSOURI RIVER
REFERENCE:
U.S. ARMY CORPS OF ENGINEERS, 1977 MISSOURI RIVER HYDROGRAPHIC SURVEY NEBRASKA TO THE SOUTH, KANSAS CITY NOTE: REFER TO TABLE 2.4-3 AND 2.4-4 FOR OWNER, SOURCE AND USAGE INFORMATION 4 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) 0 4 B RlVER 530 -*r_ 1-r. n 1 I I I' I ; ! I -; I ; If ! I I' I I ZERO GAGE AT 481.56 FEET t;; 510 UJ "-UJ > 0 I ABOVE MEAN SEA LEVEL I H . ------+--1 I ! , I' I i 1 1-tll" I 1 it i I i II .-1 __ I l! -I I I l i I I I ill I ---1 '[ I I II 1 1 II! I I l f ! ! ! I ' I T TTi : I I ' -10 I I 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 :z: ..::z: 0 ..... <(<( <..>-V>X -o Oct: I C... we... 1-V> .... V>-" 8 0 :z: ...... -...... ......... ' (/) ........ I.L.. " (.) 0 "' z <a: " (/) ::> "' 0 :r: 0 ..... 2 '" z I '" -..... '\. 0 LIJ V> 1\ (!) c... ..: \ 0:: 0 <..> c... \ <a: .., :r: V> >-(.) 00 \ (/) ..; 0 0 ..... ;;; 0 ;;: \ 0 0 ..: \ c... V><( \ <.:JI-2 V><( <( ::>o 0 :z:..: :z: OUJ 0 ..... o:z: 0 ..,_ ..... V> <.!1 V> <(:Z: <( OOUJ 00 !I I I I I --0 0 0 0 0 0 0 0 (J:) I() v .., C\1 -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.. (.) <( CJ) ::> 0 I 1-- w (!) 0:: <( :::c (.) 0 20 40 60 80 100 PERCENT OF TIME EQUALED OR EXCEEDED
REFERENCE:
REPRODUCED FROM THE MISSOURI RIVER BASIN COMPREHENSIVE FRAMEWORK STUDY, PREPARED BY THE MISSOURI BASIN INTER-AGENCY COMMITTEE, STANDING COMMITTEE, JUNE 1969. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-13 FLOW-DURATION CURVES FOR THE MISSOURI RIVER AT HERMAN, MISSOURI, DURING WINTER SEASON WILD RIVERS ADVISORY COMMITTE£
ADMINISTRATION Hi VENUE DEPARTMENT PARK BOARD COUNCIL FOR OUTDOOR RECREATION COORD INA TfON & COMMUNI CA. T ION HIGHWAY DEPARTMENT " " " \ \ " " " " .........
80AT CO'AMISSION ......... --... " ......... --... \ \ \ " " --------------\ \ \ \ \ \ \ \ \ \ \ \ " \ " \ "' ,---- \ GOVERNOR I I I I ADVISORY COMMII '.:..EON f-LOOD PREVENTION & WAHRSH£0 PAQTfCTtON TOURISM COMMISSION DEPARTMENT OF AGRICULTURE I I I I I I I I I I I I / I I I I I I I / / / / / / / / / / ----DIVISION Of HEALTH ---AGRICULTURAL EXPERIMENT STATION EXTENSION SERVICE WATER Af.SOURCES RESEARCH Water Resource Organization and Communication, State of Missouri. Oil. GAS COUNCIL UNIVERSITY 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 COOLING TOWER RIFT D 10 0 GPM COOLING TOWER BLOWDOWN 4,000 GPM -BYPASS LINE -INTERMITTENT COOLING TOWER -BYPASS LINE --RADWASTE 'y < ""'""""'" f:J COOLING TOWER 1 r EVAPORATOR 12,000 GPM f:J MAKEUP RAW WATER CLEARWELL 16,100 GPM TREATMENT PLANT J INTERMITTENT MAKEUP TO ULTIMATE HEAT SINK-ULTIMATE -HEAT SINK J l ;x EMERGENCY COOLING 30,000 GPM n SERVICE WATER 38,000 GPM ---------, I I POWER I BLOCK I --------' CIRCULATING WATER 0.6 MILLION GPM I I I I I I I --;x 16,100 GPM n FLOCCULATOR SLUDGE --SUPERNATANT INTERMITTENT INTERMITTENT -OILY WASTEWATER -SEPARATOR POTABLE WATER 20,000GPD FIREWATER PLANT -DEMINERALIZED WATER -100,000GPD SLUDGE LAGOONS J --------WASTE -DISPOS OIL AL ON SITE DEEP WELL UNION ELECTRIC COMPANY CALLAWAY PLANT 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 -I f----* -- f-----* .. to-4 \ \ \ -------*--------f----If) \ --... \ II.. r---------
r---...... \ <:) \. *---------!: \ z 0 *. "" a: ... z 1&.1 "" (.) z 0 (.) I0-5 ....._ ...__ --.:.._ ---------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---*------*-----------\ 10-4 I--,----1--------------- J() \ .... \ La.. \ .. -:::::. (.) \ NOTE: z ESTIMATED MISSOURI RIVER FLOW CONDITION NEAR THE \ CALLAWAY PLANT SITE IS 69,000 CFS (AVERAGE FLOW). z 0 ti _\ a: .... z LLI \ (.) I z 0 (.) "' 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 LEGEND SOUTHEAST MISSOURI LOWLAND AND THE ALLUVIAL VALLEYS OF THE MAJOR STREAMS 2 SALINE GROUND WATER PROVINCE 3 THE OZARKS I l 3a SPRINGFIELD PLATEAU
REFERENCE:
MODIFIED FROM FULLER ET AL., 1967,P. 283. 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 GROUND WATER PROVINCES OF MISSOURI WARRENSBURG
IO&aela J'ULUII O. HISSOU41 CilOLOGICAL SIIIYl'f, UIIOATU WO!IIt ,_, -&00-.,..-***-****
10 I 1 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, SCALE tMIL.ES) 0 10 20 ---------Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-19 REGIONAL POTENTIOMETRIC SURFACE MAP s N Chert Debris Quaternary Deposits Bushberg Snyder Creek SITE""' Callaway Or-_...-.c , --...... --0 ----CONFINING LAYERS OF
- _--RELATIVELY LOW PERMEABILITY
--City Regional Aquifer -_ ---__ ------.--Cotter-Jefferson City .---..., -VER ./7 500 .... -500 ROUBIDOUX GASCONADE-GUNTER CONFINED, SATURATED 1-LEAKY ARTESIAN SY$TEM 1-l&J 1000 -1000 l&J l&J -l&J lL lL z EMINENCE z --:X: POTOSI ::J: 1-n. -r-1-l&J 1500 .... DERBY-DOERUN -1500 n. l&J 0 0 --DAVIS AQUITARD CtNFINED AQUIFER SYSTEM BONNETERRE I 2000 2000 LAMOTTE -----AQUICLUDE PRECAMBRIAN I 2500--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 SITE ZONES SPECIFIED BY PIEZOMETER r/A TER LEVEL, Or--r ---0 Quaternary
- Loess,
... Unsaturated Zone Clay, and Clayey Glacial Till -, --Graydon Chert -!-/"' uAMES S. KlORE Conglomerate , Saturated Zone PUMP TESTS Bushberg -= = C-. -....... --."W' --=r= 100 Snyder Creek Saturated Aqultard Yield < 1/2 GPM -SLOW LEAKAGE MAINTAINING SATURATION -100 --------------------/_-.J!I ..lON.!_ --Unsaturated Zone Yield < 1/2 GPM 1-Callaway --1-1&.1 ----1&.1 1&.1 , 1&.1 1&. Saturated Zone 1&. z 200 -200 * ---* -* -zbNrOf' i:OW LIJ.TY= *:-::_* :-::_ *.---Saturated Aqultard :X: :X: --1-1-*-*-*-*-*-*-*--1-a. Unsaturated Zone a. 1&.1 Cotter* UNSATURATED Z.2!!!--N --1&.1 0 Jefferson CIty LEAKAGLBl. FOR""'TIO 0 Yield< 2 GPM 300 ---GROUNDWATER LEVEL IN Saturated Zone 300 ..,., ... ----------SATURATED CONFINING LAYER OF LOW PERMEABILITY
- -*-*-*--------*---*-*-
-r-Saturated Aqultard 400 .... -!--!--400 CONFINED LEAKY ARTESIAN SYSTEM LEGEND Saturated Regional Aquifer System Yield 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 LEGEND: 2 LOCATION OF MUNICIPAL WATER SUPPLY 4t {FOR DETAILS Of INDIVIDUAL LOCATION REFER TO TABLE Z.4-18)
REFERENCE:
BUREAU Of CENSUS, 1970, MISSOURI COUHTY SUBOIVISIONS
- TOWNSHIPS ANO PLACES KAP. 10 0 --...... MILES 10 I 20 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-22 REGIONAL GROUND-WATER USERS WITHIN 50 MILES
- -. i-.-:-.i : .... 1; r * . .... :-.. -. *-* \ l .. :\ ...... . * -\". . ' ,,_L ;"'!' "'":
I .r* :* \*\ * * ,. '! <..,;. ,. -!r . ,_.., .. '\ **: ;.1 ;. : . \. LEGEND: A BASE MAP: AREA DESIGNATION PROPERTY LOCATION (FOR WELL INVENTORY REFER TO TABLE 2.4-20) GENERAL HIGHWAY MAP OF CALLAWAY COUNTY, MISSOURI. PREPARED BY THE MISSOURI STATE HIGHWAY DEPARTMENT \ I .... i;.......-.,..-;.r..._ .... -\ -:It , , "'"' r . -. . , ;
- ...:.. ""'-". :fil"*-. '/ .. " f 1 '\. .* .. . : "': ... . f,., r , )\. . . r,, ,, . .( I 0
' A '* . 1ft!>?'-._., ,)') MILES -*---J " l : , ... ' .. ! ' t ', .*' *t' *-. 2 I -\ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-23 LOCATION OF WELL INVENTORY WITHIN A 5 MILE RADIUS -. t BASE MAP: . t Water level contours are approximate, As a consequence of variation in casing depth and well penetration into the Jefferson City Formation, Potentiometric contours can be considered only as approximate. GENERAL HIGHWAY MAP OF CALLAWAY COUNTY, MISSOURI. PREPARED BY THE MISSOURI STATE HIGHWAY DEPARTMENT I 0 .. J MILES \ I .>. ... -* . * (435) Sulpect water LIMII elewtion TW 2 I lest Wall ot site -550-----Wollr '--1 EIIIYOtion Contours (approximale,OSUMd) See Tobie 2.4-4!0 ror Well Ooto Rev. OL-0. 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT EINAL SAFETY ANALYSIS REPORT FIGURE 2.4-24 POTENTIOMETRIC SURFACE CONTOURS COTTER -JEFFERSON CITY FORMATION
REFERENCE:
TOPOGRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY 4-14-72. BORING LOCATIONS TAKEN FROM ENGINEERING SURVEYS & SERVICES 1-10-74. ' PS-!A .* 8!!',, 835-1 LEGEND: .* f'::, 48 PIEZOMETER NUMBER AND LOCATION ' 7 WATER LEVEL ELEVATION IN FEET H!" PIEZOMETERS READ DECEMBER 23, 1974 ,, PIEZOMETERS READ JANUARY 25, 1975 *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 FINAL SAFETY ANAL YSlS REPORT FIGURE 2.4-25 POTENTIOMETRIC SURFACE CONTOURS GRAYDON CHERT CONGLOMERATE /} BASE MAP: MOD IF I ED FROM TO PO GRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY, 4-14-72. l / / / \ \ ) I . £---/ // // __________ ... -1000 I 1 FEET 0 1000 2000 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-26 POTENTIOMETRIC SURFACE CONTOURS BUSHBERG SANDSTONE AND SNYDER CREEK SHALE SASE MAP: MODIFIED FROM TOPOGRAPHIC HAPPING PREPARED BY CHICAGO AERIAL SURVEY, 4-14-72. REFORM f\ ' ( ! I 5 I ? I ,.., \ ) ' \ L-1 O R-4 726.6 \ I 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 FEET 1000 0 1000 2000 ----u ft Rev. OL-0 1 j 6/86 ' UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-27 POTENTIOMETRIC SURFACE CONTOURS CALLAWAY LIMESTONE ,. .. ... l * ' ' . ..... ' \ '\-*"' *, , .. ,, ENCLOSED SPRING SEE TABLE 2.4-14. BASE MAP: GENERAL HIGHWAY MAP OF CALLAWAY COUNTY, MISSOURI. PREPARED BY THE MISSOURI STATE HIGHWAY DEPARTMENT \ j' I .
- l \ I 0 J I 2 I MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS RtPUR I FIGURE 2.4-28 DOMESTIC WATER SUPPLIES FROM ENCLOSED SPRINGS IN SITE VICINITY SASE MAP: MODIFIED FROM TOPOGRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY, 4-14-72. 9-179 R-4 0:60-127 ; I 1 EXPLANATION:
0 BORING WITH ONE PI EZOMEHR -$-BORING WITH TWO PIEZOMETERS -+-BORING WITH THREE PIEZOMETERS TO TOP OF EFFECTIVE INTERVAL 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 LOCATION OF PRECONSTRUCTION PIEZOMETERS 8 0 N" 0 :i ----i-------------------*----+----------------+-- 0 0 0 <I) C1> :i 0 0 o_ <0 C1> :i KEY: QM 1 0 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 FEET 500 1000 I Rev. 1 12/07 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-30 LOCATION MAP OF PERMANENT MONITORING PIEZOMETERS t 18" EL. VARIES 1999.5' TO 200-4.5' -+----N-'-ORMAL POND LEVEL EL.1995. 5' 18" RIPRAP 12" FILTER 6" COARSE FILTER,6"FINE FILTER COARSE FILTER SIEVE 0/o FINER Sl ZE* BY WEIGHT 2 100 I-1/ 2" 9S -100 3/4" 35 -70 3/8" 10 -30 #4 0 -5 *u.s. BUREAU OF STANDARDS
- ASTM C-33, FINE CONCRETE AGGREGATE RIPRAP WEIGHT *teSMALLER ( lbs.) BY WEIGHT 500 100 350 92-98 r-----225 75-85 100 45-55 12 8-12 FINE FILTER** SIEVE %FINER SIZE* BY WEIGHT 3/8" 100 #4 95-I 00 *8 80-100 #-16 50-85 #30 25-60 #50 5-30 #JOO o-to Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-31 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 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) 0.01 0.001 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-32 GRAIN SIZE DISTRIBUTION RIPRAP AND FILTERS "1' \ . ', J } c L" Y: , ('Jl ,S,ilem(, 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 WILCOX GROUP G MIDWAY GROUP -t-:---== -NAVARRO FORMATION EUTAW FORMATION -t-..----=::- EJ LOWER PERMIAN ROCKS m UPPER PENNSYLVANIAN ROCKS "" "' PENNSYLVANIAN L.:::..J ROCKS m LOWER-MIDDLE PENNSYLVANIAN PENNSYLVANIAN ROCKS @MISSISSIPPIAN ROCKS AGE ROCKS sST. LOUIS-WARSAW AGE ROCKS 0 BBOONE LIMESTONE 0 r----:.;;;;- ROCKS " "" a. -CATSKILL AGE ROCKS "' "' EBHAMILTON-ONONDAGA AGE ROCKS NIAGARA AGE ROCKS SILURIAN ROCKS L...::...J JOACHIM LIMESTONE r-r;;;:, ST. PETER SANDSTONE a L2:.::..J EVERTON LIMESTONE AGE ROCKS !--.,--- CAMBRIAN ta LOWER-UPPER CAMBRIAN -r---- PORPHYRY, GABBRO MILES 2!5 0 25 J'm1ll1!J!D RIPLEY FORMATION/ W!lllUJ SELMA CHALK -UPPER CRETACEOUS ' m CONEMAUGH GROUP GROUP @POTTSVILLE GROUP GROUP 50 UNION ELECTRIC COMPANY CALLAWAY PLANT UNITS 1 AND 2 FINAL SAFETY ANALYSIS REPORT FIGURE 2.5 -I REGIONAL GEOLOGY MAP "1 I * ,-------'--- .. ....... J I ( . l ! . f------r* --J-4 ' -----t----- 1 \ 1 ___ ('-J_ I t ' \ l I I I I ----.----1 I I .. ____ .... -.., I , ..... __ I I f I I 94 I I --c-------t----- I
- I -,---. I I 'v-'j ! ' I i __
PLA I I I I .. -----------J I I /' I '-_ -___ ...._ __ , I \' I I L _... ..., I I --,* * *** I ..... .,",/ '
- C!T, ....
...J -f.' _ . ....,. ' I o --, [, '. -RANCOIJ \ . l I *
- MTS. {141 : ' -------...i-
- .. . I f I **
- 1 L r-----* I *-* I 1 I \ I I r------* j L * .,.
- I i I . I -_,_ i,.-..l I\, r_J "'1. -----,,-!..------1
- l I
\
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: 1. ILLINOIS STATE GEOLOGICAL SURVEY; PHYSIOGRAPHIC DIVISION OF ILLINOIS, 1960, HAP. 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 25 0 25 50 75 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-2 REGIONAL PHYSIOGRAPHY I J . I ----,----1 I J -----.. _, I ,-...... __ _ I I OiK --'\ 1 r 36o \-.L __ IJ r --*, \. ------J l ' II 1,-----i I '
- I I , L. ____ j \ r-------i I *-1 1 I , I 1--------i
. I t----A * '
' -r*------1 ' ! I I ---i I I l-,--1------} ---1 l ' I I -*--1 i ,--,... ______ _ ....... *-..!. / -...... _ ' "7-...... *--, I I ,L 1 .... I ', I ._ I I -rtr--1t--r-i , \ __ --...1...- ' I i '\.--'i I --. r' ,__._ '-' '
- I 1 I I I I -j------*-!
' I ----; :! r-------* ' --------- ' ! I I ' , I I ' ' ------i I I I .--L----_ ... ._..!, ; \ _____ _; i 'I'> I , I I I I ;- I ,, I L.l;-- -"/ I --**-, r*--' 1 . ..., L ______ ..:_ I o I l I . _ I I I j------* ,--I 1, I I -I I *-, L.--:.., ______ j I ,-/ -'t ' I ' I J -__.1,. AL R K . ***'"** ...... ** ALLUVIAL SOILS; INCLUDES GLACIAL OUTWASH THICK RESIDUAL SOIL THIN SOILS OVER WELL DEVELOPEO'KARST TOPOGRAPHY SOUTHERN EXTENT OF WISCONSINAN GLACIAL ADVANCES SOUTHERN EXTENT ILLINOIAN GLACIAL ADVANCES -------SOUTHERN EXTENT OF KANSAN GLACIAL ADVANCES --*-*--SOUTHERN EXTENT OF NEBASKAN GLACIAL ADVANCES !!Qill. GLACIAL SOILS OF VARIABLE THICKNESS OCCUPY THE AREAS NORTH OF THE SOUTHERN EXTENT OF GLACIATION. NON*GLACIAL SOILS OF VARIABLE CHARACTER AND THICKNESS OCCUPY THE AREAS SOUTH OF THE SOUTHERN EXTENT OF OF GLACIATION. OATA ON THIS MAP COMPILED FROM PORTIONS OF: 1. THE GEOLOGICAL SOCIETY OF AMERICA, GLACIAL MAP OF THE UNITED STATES EAST OF MOUNTAINS: NEll YORK, 1959, MAP. 2. MISSOURI GEOLOGICAL SURVEY ANO WATER RESOURCES, "GENERALIZED ENGINEERING GEOLOGY UNITS:" 1973, UNPUBLISHED MAP.
REFERENCES:
BASED MAP FROrl PORTION OF UNITED STATES BASE MAP, U.S. GEOLOGICAL SURVEY, 1961. 25 0 --25 I MILES 50 I 75 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-3 REGIONAL SURFACE SEDIMENT MAP LIMITS OF GLACIATION 50: 40 30 I I I :; r i 500 1000 -----I Miles
REFERENCE:
1 CA MODIFIED FROM INDEX MI\P OF NORTH AMER ' Y.l\tJSAS GEOLOGICAL SURVEY, BULLETIN
- lcUI\E 1 , P. 14 , 1')63; SIIOWING SITE I RELATION TO CANADIAN SHIELD AND CENTRAL STABLE REGION (ADAPTED FROM EARDLEY, 1951, STRUCTURAL GEOLOGY Of NORTH AMERICA
- HARPER BROS., NEW YORK, P. 1-624). 110 100 30 90 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-4 CENTRAL STABLE REGION LEGEND: fJ u * -+---t--
REFERENCE:
' THRUST FAULT NORMAL FAULT EN ECHELON FAULT SYSTEM BURIED FAULT UNCLASSIFIED FAULTS INTENSELY DISTURBED, LOCALIZED UPLIFT ANTICLINAL AXIS SYNCLINAL AXIS AXIS OF OVERTURNED ANTICLINE ELONGATE, CLOSELY COMPRESSED ANTICLINE STRUCTURE CONTOURS UNITED STATES GEOLOGICAL SURVEY AND THE AMERICAN ASSOCIATION OF PETROLEUM GEOLOGISTS 1962 TECTONIC MAP OF UNITED STATES, ' ' MILES 50 I 100 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-5 REGIONAL TECTONIC MAP L. I ., L, I . ' I 1 -,------t---
--1 I I LEGEND .....--.-r FAULT; DOWNTHROWN SIDE INDICATED 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 0 --25 I MILES 50 I CONTOUR INTERVAL:
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 c ... -, r' ,__.,_ 1.. ' * --,*L..-----1
!I C I t 1 I ! l . ,------*-! t I --...,...---+ I I I I $ I ! '-. L I l I I \""\ I_J -1 * ,... -----I _J \ \ ' --) \. -------, I I /' ' I ____ L_,t. i I I L * ..,:--. I I I I r------* J L ..... ' ' I I / ' i . . -_, -..., ,_.. -' t '* ,-.J "\ ----r-\ \ --CONTOUR SHOWING LOESS THICKNESS IN FEET APPROXIMATE LIMIT OF EOLIAN DEPOSITS ..,-----A B c 67 TO 100% OF SURFACE AREA COVERED SY EOLIAN DEPOSITS 33 TO 67% OF SURFACE AREA COVERED BY EOLIAN DEPOSITS LESS THAN 33% OF SURFACE AREA COVERED BY EOLIAN DEPOSITS ....... BOUNDARY BETWEEN AREAS A, B, & C S DUNE SAND !!Q.!ll: EOLIAN DATA ON THIS MAP WAS TAKEN FROM PORTION 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. 25 0 .., . --25 I MILES 50 I 75 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-7 REGIONAL LOESS DISTRIBUTION AND THICKNESS
.:fO NWn100 01901039 0 3N39 SIS A lVNV A13::lVS lVNI::l !NVld A V M VllVO ANVdii\IOO OU:I10313 NOINn 98/9 O-lO *AatJ I c c c c c ; i 1 . ! i i i c *t96l ONV 1VJI901039 jQ 31VlS
REFERENCE:
THIS DRAWING TAKEN FROM: z <( u KINDERHOOKIAN 0 0: 0 CANADIAN CROIX AN PRECAMBRIAN NEW RICHMOND ON(OTA GUNTEI1 I (M*N(NC£ POTOSI A E AU CLAIR£ H I I I MT SIMON FUTURE PETROLEUM PROVINCES OF THE UNITED STATES, THEIR GEOLOGY AND POTENT! Al Ml NERALS, AAPG, 1971, FIGURE 8, PAGE 1172. .... UkiTS T z < > i 1-+ + I 1 Legend= shale 0 sandstone limestone § dolomite Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-9 GENERALIZED COLUMN OF GEOLOGIC ILLINOIS
- 0 SYSTEM SERES GROUP FORMATION DESCRPTION THICKNESS
,.., ., ......... Cl>m (MII..LIOII YEARS! :::0;><::::0 <,..,,.., 1"1ZZ ----< n -..,.,,., Quaternary Pleistocene llllnaian -*""'*"Jill --500' ::<J** -o --....... \03: "' Nellnallan ex>-*0 Carlile -:* l> Colorado 6reMiam ----360' G"> Cretaceous ._ -,.,.. 0 r-Oalrolv ----200' 0 G"> 90 -Jurassic -*----.. n Fort Oadge .... 50' l> Ill r-F......tt Creek -Jim Creek -Friedridl -Granclhcnn -Dry -Do--LongdOft lnc:ludea Coal) -... Hill -...... -T*llio -Willard liMit a-t _...... Her..,.. -Wobaunsee RHcllng , ..... _ 210' Aullorn -w.---$oklar Cr.--9urlinpte -Virgil Sihlv Laile -Rulo --Cedar We (indudea EIIIIO !Mil ol top) -Happy Hollow --Wlrite Cloud -Howard --Severy (incWes Noclaw.llf -* -!Mil at bose) Topelre -Calloolft -DMr CrMit --T-'> -180' 1,...-.ptoll 1-Pennsylvanian Kanwollo -* Oreod -L---DouQios -no* latoll ,_ -.. -SlatdOII -LonsinQ w. -50' Plattsboml -Bonner Sprinos -.,....,... ---L--lolo ---Cllanule -' Mssouri Drum -I ; <Nvira -... 215' Kansas CitJ Wnterville -CMrtnale -o-w ---Golelbur9 -Swape -*- -Hertllo -Pleasonton ......... "*"' $iht3IJe onct llin coal beets 40' ....... -Noooalo -...._. ---Mormataft a-lenl -145' Des Moines AlwMe ---L.-He -Fort Sc:Gtt -UldHnnlillltd ...... soadstone"' floift -755' Cheroilee -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' Mississippian Burli119fan cherty dokMnite ond -Gilmare City U.-.stone, OOlitic 300' Hamplon titneStone ond 6okMnite Kinderhook Storrs Cow *-North Hill Prospect Hill --tOO' Mceran.y 345 English siltstont Yellow Spri119 Maple Mill -300' Upper Apli119fan dolOmite Slwtffield
- '"' Devonian Lilne CtMk -ond-2:2:5' SMII Roc:l< lhr*rtone ond t:lolofl'\.:t*
- -and dolomite Middle timatone and dololnitn, *no* wapsipinicon
_ ... ;n _ .. Lower Lo Alrle City limestone ond _,. 50-!()()' 400 Niagaran Gowr do6omite 300' c: Silurian Hopkinton " Konilaloee' dwty-z Alexandrian tOO' 425 EdQewood _.., -* ;::oo Cincimalion Maquolteto -ond shale 300' ()(j') Goleno -* ond-320' o"" (/ll>z Mohawk ion Ooicanlh -ond -rZ ., ?;;r-m Ordovician Platlwil .. lhote ---ro' c::"" rnll Chazyon SI-PIIIIr 230' z:::O (j') -;l>m .....sy ond dwty dololnite and c:: Beekrnalllown Proirie du Olien 290' !;00 ::0 ---Madilaft 0 N "" )> )> -1 "" z :rJ Trempealeau Jardon --185' oo )>-(-Lodi 0 1\) r-(") ., St a.---* (j') (Jt -<"'Co Cambrian St. Croixan otcJuCOnitM: 1110ndstont. s.iltstoM, I (/lr-F._., 160 "" Vi)>Q _ .. ---------:-0 ---------Galeniii;
0 --OE) A)Z3: Dresbactt Ew Claino -and llwMitt dobl\itt 550' *E(j') .... ., lltl Sill-. -600, J>_ 0 )> -ls(--1, () m:.u Precambrian A) z -m -; -< 0 0 '-"" ..., ... ----r 6
r r: ;, fl (; ii t SIS A l'v'NV ABJVS l'v'NI::l lNVld A V M VllVO ANVdWOO Oll:tl0313 NOINn rr 99/9 fl O*lO 'A8tJ ti tl a: nm i:il! FHJ ,f.,.n: 'r*;. i r. MISSOURIAN STAGE ColmaOO Montaoa Group PliOCENE SERIES ffRTIARY SYSTEM ., 31'</ld '8961 JO 31V1S '681 *11ns Nl NOISS3:l:l0S 3H1 '3'0 '3:lN3ij3.:13ij PLEISTOCENE SERIES QUATERNARY SYSTEM UPPER CRETACEOUS SERIES CRETACEOUS SYSTEM MESOZOIC E R A CENOZOIC E R A . 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 ERA i , .. MESOZOIC ERA : U H : i ; VIRG!liANSTAGE UPPER PENNSYLVANIAN SERIES PENNSYLVANIAN SYSTEM MERAMECIAN SlAG£ CHESTfRAN STAGE . UPPER MISSISSIPPIAN SERIES MISSISSIPPIAN SYSTEM Grw1 PALEOZOIC MORI<<)WAN SlAG[ ATOMHSTAG[ lOWER PENNSYLVANIAN SERIES d I i' ! E R A r f t f I l I GEARYANSIAGE LOWER PERMIAN SERIES PERMIAN SYSTEM OtSMO!NESIAN STAGE MIDDLE PENNSYLVANIAN SERIES PENNSYLVANIAN SYSTEM PALEOZOIC E R A STAGE _f' S!l!)g*WP lmn liJMa\(ll¥G*wp MISSOURIAN STAGE UPPER PENNSYLVANIAN SERIES i 'I I ! , . I I PRfCAMSRI* AN ROCKS UPPER CAMBRIAN SERIES CAMBRIAN SYSTEM LOWER ORDOYICIAN SERIES MIDDLE ORDOVICIAN SERIES U ORO ORDOVICIAN SYSTEM SILURIAN SYSTEM DEVONIAN SYSTEM" PALEOZOIC E R A KINDERHOOKIANSTAG[ OSAGIANSTAGf lOWER MISSISSIPPIAN SERIES MISSISSIPPIAN SYSTEM : STAGE U MISSISSIPPIAN L. I I . I I I I -----1 I j I I I I I *----1 i I Ki 182--I
- I a I ){i ---.,----k l I I 94 I \ . I --r---*----1-----
-I ' \_ --...!-I -,---. I i i \._./i i I " I j. __ j I I r----' I ' ! I I 1-------T _l _____ , I ' I ' I I ' *-------! I -I r---"'1 i I I L -- ,,_ .... / I ---, I \---[_;--! I i L----___ j_ I I I L l r-----* I .-* I 1, I II .., -I I *-, L .. ........ -' ---, I I r------' J L--r* ' ' I I i -_,_ -,r--1 "\, r_j t. .... l .. ------.. ., ' / f.-'Y "' I I ' "----1 I ' i \ L---1 ______ j I l_ __ I I I LEGEND: --1-AXIS Of ANTICLINE --1-..,. AXIS OF SYNCLINE _t-... MONOCLINE EB X DOME OR D l 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; BULLETIN 162, LAWRENCE, KANSAS, STATE GEOLOGICAL SURVEY OF KANSAS, 1963, FIGURE 101. 3, BUSCHBACH, T.C., STRUCTURE CONTOURS ON TOP OF GALENA GROUP , 1973, UNPUBLISHED MAP, 4. ILLINOIS STATE GEOLOGICAL SURVEY, STRUCTURAL FEATURES OF THE EASTERN INTERIOR REGION; ILLINOIS PETROLEUM 96, 1971, FIGURE I, 5, CLEGG, K,E,, SUBSURFACE GEOLOGY AND COAL RESOURCES OF THE PENNSYLVANIAN SYSTEM IN CbARK AND EDGAR COUNTIES, jLLINOjS; CIRCULAR 380, URBANA, ILLINOIS, ILLINOIS, STATE GEOLOGICAL SURVEY, 1965, P*6, 6, LANDES, K,K,, PETROLEUM GEOLOGY; NEW YORK, JOHN WILEY AND SONS, 1951, P*37B, FIGURE 111
- 7, IOWA GEOLOGICAL SURVEY, STRUCTURAL MAP OF IOWA; REPORT INVESTIGATION 1, IOWA CITY, IOWA, 19 , PLATE 2, 8, ILLINOIS STATE GEOLOGICAL SURVEY, GEOLOGIC MAP OF ILLINOIS; URBANA, ILLINOIS, 1967, MAP. 9, BASE MAP DRAFTED FROM PORTION OF UNITED STATES BASE MAP1 U.S. GEOLOGICAL SURVEY, 1961, --2!5 I MILES !50 I 7!5 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-12 REGIONAL FOLDING I I I ----4 r i Kl I I ' I L. I :...-1' ' 2 l I I I ---... ----1 '
- I -----.... _, 94 93 I I 1 ' I ! l-,--_; __ 1 ! I ,_ ... _____ _ I I I ' r----i'" 51-! / ... ,L I ' l 1-__ .J ____ .,. ------* ------1 \ I -----1 *I \ i \_ ___ _ '
---, " I /' i / \ I / \ ---, I I I I *----l I , \ I ' L ' J I ; l. .. --1 ---*--*-J I ,-/ [------':- -----1 LEGEND: I I FAULT WITH SYMBOL INDICATING DOWNTHROWN SIDE --;'11 INFERRED FAULT t"::::J EB CRYPTOEXPLDS ION FEATURE NOTE: FAULTS ARE IDENTIFIED ON TABLE 2.5-3
REFERENCES:
DATA SHOWN ON THIS MAP WAS COMPILED FROM PORTIONS OF: I. McCRACKEN, M.H., STRUCTURAL FEATURES OF MISSOURI; REPORT OF INVESTIGATION NO. 49, ROLLA, MISSOURI, MISSOURI GEOLOGICAL SURVEY AND WATER RESOURCES, 1971, MAP. 2. STATE OF ILLINOIS DEPARTMENT OF REGISTRATION AND EDUCATION, BACKGROUND MATERIALS FOR SYMPOSIUM ON FUTURE PETROLEUM POTENTIAL OF NPC REGION 9; ILLINOIS PETROLEUM 96, URBANA, ILLINOIS, ILLINOIS GEOLOGICAL SURVEY, 1971, P-25. 3. ILLINOIS STATE GEOLOGICAL SURVEY, GEOLOGIC MAP OF URBANA, ILLINOIS, 1967. 4. MERRIAM, D.F., THE GEOLOGIC HISTORY OF KANSAS; BULLETIN 162, LAWRENCE, KANSAS, STATE GEOLOGICAL SURVEY OF KANSAS, 1963, P-209, 5. ARBENZ, J.K. TECTONIC MAP OF OKHLAHOMA, OKHLAHOHA CITY,OKHLAHOMA, OKHLAHOMA GEOLOGICAL SURVEY, 1956. 6. BASE MAP DRAFTED FROM PORTION OF UNITED STATES BASE MAP, U.S. GEOLOGICAL SURVEY, 1961. 25 0 25 50 75 f: MILES '1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY 1:*'." CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT \ . t ANTI CL! NAL AXIS + SYNCll!\Al AXIS P.EVERSE FAULT STRUCTUI'.Al CCNTDURS BASE QF ROUBIDOUX FORKATlON FEATUEES ARE llSTED TABLES 2.5-4 AND 2.5-5 R£ .:fRENCES
- ;. POkT!GN STRUCTURAL FE.A.TURES MAP OF MISSOURI, CO"'.P!LED
- .v "'.AR.Y 1-1. 1-'.cCRACKEN, MISSOURI GEOLOGICAL SURVEY ANC WATER R.ESOL.P.CES, 1971. CONTOURS ON TOF OF ROUBIDOUX FORI'".ATION OF ORDOVICIAN AGE, 20 r-.,. *** *.-J_ ;;;j Rev. OL MILES 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-14 TECTONIC FEATURES WITHIN 50 MILES OF THE SITE
... ---------------------------------------------------------------------------------------------------------------, - r RESOURCES, GEOLOGICAL MAP OF MISSOURI, 1961, COMPILED BY M. McCRACKEN. GEOLOGY BY GIBBONS, 1965-66 AND 1974-75 . 9 0° I I EXPLANATION* rill * -?-?-10 b 1 BASEMENT COMPLEX BISMARK BLOCK FARMINGTON BLOCK PERRYVILLE BLOCK POTOSI BLOCK ST. FRANCOIS BLOCK STE. GENEVIEVE BLOCK UNNAMED BLOCK FAULT INFERRED FAULT INFERRED BLOCK BOUNDARY STRIKE AND DIP SYMBOL SHOWING ATTITUDE OF fAULT BLOCK HORIZONTAL BEDDING MILES 0 iii 10 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANAlYSIS REPORT FIGURE 2.5-15 TIL TED FAULT BLOCKS OF THE EASTERN OZARK REGION .... ..... L *!J;h ,-*tO **.&!._ I ' Rl2 Rll .... 1 R9 R8 AUDRAIN CO. T48 R6 R!5 R4 R3 R2 ----,-----, I I co .. I ----**---- T47 T48 ,'
- 0 * &* ... -..oJ ;;;j MILES li\ITEI'IYAL
!00 ft'ET Rl co. Rl 1 R2 LEGEND* -+-.---r .-.-0 R4 T44 .... T43 JfFFERSON,.CO. T42 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 CLOSED Of.:Pfi!£SSION fAULTS AND fOUlS iAKUO fJIOtol 1'171. WttUI£ 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 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANALYSIS REPORT FIGURE 2.!5-16 STRUCTURE CONTOURS ON TOP OF ROUBIOOUX FORMATION .... T !SO T49 T48 Rll RIO LEGEND* KINGDOM CITY FAULT R9 R8 R7 * $/T£ -t--.-.... ANTICLINAL AXIS DOT ON DOWN SIDE A LEVEL PROPOSED FAULT' ST. PETER MEAN S£ LOCATJON,N ESTIMATED WELL NUMBERS U INFERRED CONTOURS 0 CLOSED DEPRESSION DATA SOURCE' AND DON MILLER L LOG FILE URVEY WEL MO. GEOL. S URVEY STAFF. OF MO. GEOL S R6 R!S 0 k....-.-J 4 I MILES INTERVAL 100 FEET CONTOUR 8 I R3 T47 T46 Rl I -@t-1 T4!S I iJl I T., ""' OLG ,I ..... ,_ RIC UNION ELECT A y PLANT CALLAW AlYSIS REPORT *-* FINAl SAFETY AN R2 LACLEDE GAS CO. R 12W
REFERENCE:
LACLEDE GAS COMPANY, HALLSVILLE UNDERGROUND STORAGE, BROWNS STATION ANTICLINE, CONTOUR MAP ON BASE OF CHOUTEAU LIMESTONE. R II W T50 T49 T48 R lOW I ' LEGEND: -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 2 0 2 5 .. -Vt.-.J =J MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-18 BROWNS STATION ANTICLINE CONTOURS ON TOP OF THE SEDALIA FORMATION
RIG
- 372 Rl5 ........ ---------/ -40fY 44!1* ---......_ ____ _ *545
- 579 630 :;8:)' 5!19* *;;*562 506 5oo-Y r; 450__.. --"" I .418 / I I I 1 AL AXIS *456 ANTICLIN OF WITH TOP WELL SEA LEVEL) SEDALIA U1E INFERRED CONTOURS Rev. OL-0 6/86 OMPANY ELECTRIC C T FETY AN FINAL SA 19 FIGURE 2. 5M-INUS 0 F THE ERN TER FROM I A FISH ON TOP OF R8 *(287)
REFERENCE:
McCRACKEN, M.H., 1971, STRUCTURAL FEATURES OF MISSOURI, MO. GEOL. SURVEY, REPT. INV. 49, MAP. T45 T 44 T43 PROPOSED AXIAL TRACE OF 1 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 CONTOUR INTERVAL 50 FEET HACHURES ON DOWN SlOE OF DEPRESSION \ PERSHING-BAY-GERALD ANTICLINE ( McCRACKEN,I971)
\e59"' e625 T42 "' *594 2 0 5v-*....J 2 MILES 4 ;;j Rev. OL-0 6/86 *609..,. \ "'"" 574 588 *619-..613 * *633 *616 *-644 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-20 PERSHING-BAY-GERALD AREA CONTOURS ON TOP OF THE ROUBIDOUX FORMATION R2 T 44 363e T 43 T 42 LEGEND: ::::1-FAULT, ARROW ON DOWN SIDE -PROPOSED FAULT 7 24* WELL LOCATION AND TOP OF ROUBIDOUX IN FEET ABOVE SEALEVEL CONTOUR INTERVAL 50 FEET
REFERENCE:
FAULT MODIFIED FROM McCRACKEN, M.H., 1971, STRUCTURAL FEATURES OF MISSOURl MO. GEOL. SURVEY, REPT. !NV. 49, MAP. ' Rl I N e301 0 .. I 2 0 MILES 2 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-21 JEFFRIESBURG FAULT AND CONTOURS ON TOP OF THE ROUBIOOUX FORMATION
REFERENCES:
- 1. LARGE SPRINGS OF IIISSOURI; H.C. BECKMAN AND N,S. HINCHEY, MISSOURI GEOLOGICAL SURVEY, P-13, 1944. 2. CAVES OF MISSOURI; J.H. BRETZ, VOLUME XXXIX, SECONO SERIES, IIISSOURI GEOLOGICAL SURVEY, 1956. 3. GEOLOGICAL IIAP OF HISSOUIII; MISSOURI GEOLOGICAL SURVEY, 1961. ,, 4 18 coo 21 0 0 49 0 M 2 51 0
- 0 32 ... <:.. * ,.. \ 14 . ** * * * : ,-' ** =*** . .... . ** "tr*\ . . " 0
- 0 u .. 0 0 '* ** ...... , 0 ** .. M *-. . 12
- 0 ..... 0 0 48 ( 0 * ,!37 28. 18 0 0 <a ** (h 10! (f tT,, 0 0
- 0 .220 I,
- 88 0 I
- 8
- r' /* ' 0 92 0 0 138
- 0 0 90 0 17 0 ** 0 oCJ>
- oeo .% II 127 0 ** o .o oo ' 0 eon 8 14 0 ,, . * . *./ 0 ** , *** * . :, ... o eO **
- C!'
- 48 0 .. , ... 104 ** << . 62 28 0 18 4 a 82 188 211 2 0 LEGEND: APPROXIMATE lOCATION OF A SPIUIIG 0 PRODUCING LESS THAN 6 MILLION GALLONS PElt OAT
- 0
- 1!5 p -PRODUCING 6-61+ MILLION GALLON$ PER DAY PRODUCING 65-225 MILliON GALLONS PElt OAY PRODUCING 226-307 MILLION GAllONS PElt OAT THE NUMBER OF KNOWN CAVES RECORDED BY COUNTY, J.M. BRETZ (SHOWN IN SOUTHERN PORTION OF COUNTY) CENtRAL I ZED BOUNDARY OF P£NNSTLVAN IAN IIOCil tUTCROP M CENERAI.IZED BOUNDARY OF MISSISSIPPIAN ltOCil **********
OUTCROP ---SOUTHERN LIMIT OF GLACIATION 25 0 2!5 50 75 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-22 CAVES AND SPRINGS OF MISSOURI JACKSON CAS$ HENRY BATES liNN SAINT CLAIR *
- r * ** . . DALLAS
REFERENCE:
CRAWfORD BARTON --JASPER CHEROKEE:
- \BENTON
- OAOE LAWRENCE GREENE .. : . * ": :a ** -. .. ... .... TANEY VINEYARD, J. AND FEDER, G. 1974, SPRINGS OF MISSOURI, MO. GEOL. SURVEY AND WATER RESOURCES, WATER RESOURCES
- 29. PHELAN, M., 1969, CRUSTAL STRUCTURE IN THE CENTRAL MISSISSIPPI VALLEY EARTHQUAKE ZONE, WASHINGTON UNIV. UNPBL. DISSERTATION.
WEBSTER . . DOUGLAS . . WRIGHT . * .. . OZARK . .. *
- oq) OSAGE TE:XAS I FULTON GASCONADE OREGON .. . . * ** * . * .. .* -,RANDOLPH HI...,
- ST. LOUIS LINEAMENT I ...,__ H!(KM 1\j. LEGEND: I 1
- SPRING WITH LESS THAN 6 CFS ANNUAL FLOW @ SPRING WITH GREATER THAN 6 CFS ANNUAL FLOW 20 0 MILES 20 I 40 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-23 SPRINGS IN SOUTHERN MISSOURI 5 Hlssourt; Hr:lbcrly.
U.S .*. Illinois: and Quonc;. 1960 1966 and 1956 Oat*d 1955.
- I AREA} SHOWN MILES 0 CONTOUR INTERVAL 100 FEET NOTE: BY DAMES AND MOORE 1973 PREPARED 5 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAlYSIS REPORT FIGURE 2.5-24 REGIONAL TOPOGRAPHIC MAP 91° 50' I f1AP
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, MIS SOUR I QUADRANGLE SECTION LINES SHOWN ARE APPROXIMATE Oal \ 0 0 4000 MILES 6000 FEET CONTOL!R INTERVAL 20 FEET *)*lo4:5.' I . 2 12000 3! TRUE NORTH V MAGNETIC NORTH 6.5° LEGEND QUATERNARY B ALLUVIAL AND COLLUVIAL DEPOSITS OF GRAVEL, SAND, SILT, AND CLAY PENNSYLVANIAN UNDIFFERENTIATED GRAYDON CHERT CONGLOMERATE; ING CHELTENHAM CLAY MISSISSIPPIAN [i;j UNDIFFERENTIATED SUSHBERG ANO BURLINGTON FORMATIONS DEVONIAN II ORDOVICIAN UNDIFFERENTIATED CALLAWAY AND SNYDER CREEK FORMA1'10NS
- ST. PETER FORMATION CONSOLIDATED 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 FOR EXPLANATION OF GEOLOGIC UNITS ILLUSTRATED ON THIS MAP REFER TO SECTION 2.5.1.2.2 ON SITE STRATIGRAPHY IN TEXT. UNION ELECTRIC COMPANY CALLAWAY PLANT UNITS 1 AND 2 FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-25 RECONNAISSANCE GEOLOGIC MAP SITE AREA REFERENCE
- TOPOGRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY 4-14-72 STRUCTURE LOCATIONS FROM SVERDRUP 6 PARCEL AND ASSOCIATES, INC FIGURE SK 101874 101 1000 0 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 2000 !000 ---------Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-26 AREAL PLOT PLAN EIOO, 50 E99,7 0 NIOI,750 ><-s:: rr1 -1 rr1 :::0 ::0 0 )> 0 X X X X X X I x P-129 0 0 P-36 P-139 0 13 P-127° N 101,250 f { N 100,750 N !00,250 N 99750 N 99,250 3? ;98,750 LEGEND Q!p BORING LOCATION AND NUMBER *P-IG BORING LOCATION WITH PIEZOMETER .PS-I PIEZOMETER LOCATION AND NUMBER HS-1 A:JZ: PLATE LOAD TEST LOCATION AND NUMBER ---* SUBSURFACE CROSS SECTION 9 10 11 1Z 1] 14 " ,. ,, 1). z6 " 28 ,, '" ]1 ]2 33 19 N\lff 'lt ""eN
- .)-1'14 1'1-tl *JFTI-1:.
FI,URl. Untt 2 was cancelled rn 1981 kf'J I UN LAYDQ\JN PLANT 200 l FEET 400 -;;;;} Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-27 SITE PLOT PLAN -$-Ps-6 -$-P-130 K' P-132 -$-P-133 -$-P-103 -$-P-102 -$-P-101 $-P-40 P-118-$-K P-94 -$-P-99 -$-PS-2 -$-P-134 -$-P-117 PS *
- BORING WHICH DID NOT PENETRATE THE COTTER-JEFFERSON CITY FORMAT ION SIGNIFIES PLANT SITE PIEZOMETER
- 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 NOTE: Unit 2 was cancelled in 1981. FEET 0 50 100 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-28 PLOT PLAN-UNITS I AND 2 I
- COTTER--EFFERSON CJTY AOUBIOOUX GASCONADE EMINENCE POTOSI OERBY-OOE RlJN DAVIS BONNETERRE LAMOTTE MSSIVE TO THICo<.*_y THi'l TO Jo!t0!1JJo' iHtlOfG OCLOMiTf AlT£f!o!ATl'l{;
wj'iH THIN BEDOHi A!.!O SHAlE SANDSTCM£. A"O DOLOMITE:. F TO MECIL*M GRAIIHO LOCAllY 'It<£ TC' COARSE G!H.!NtC CI\OSS p({}GEll 160-300 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-29 SITE STRATI GRAPHIC COLUMN 850-800-750-700-650-H G BORING BORING BORING GROUND SURFACE P-8 BORING BORING P 54 C 5_2 / 1---LOESS R-7 ACCRETION GLEY COLLUVIUM GLACIAL TILL ......,_ -,. GRAYDON CHERT CONGLOMERATE G' ELEVATION IN FE-ET-MSL -850 -800
+-------------------J ===---SNYDER CREEK FORMATION CALLAWAY FORMATION
=--------------/---JOACHIM
r-----/ ------" ST, PETER FORMATION PALEOKARST
____---II [J -RUBBLE COTTER-JEFFERSON CITY FORMATION SECTION G-G' ff-LANlj -750 -700 -650 GENERALIZED EXCAVATION AND FOUNDATION GRADE H' GROUND WATER SURFACE,'\ ELEVATION IN FEET-MSL 850_ EXISTING GROUND SURFACE-----._ BORING BORING BORING BORING BORING BORING BORING ___.--LOESS .LL.OESS-EXISTING GROUND SURFACE ----LOESS \ -..r::::::---.!:.-31 P-63 LOESS 850 BORING /_COL-LU-V-IU-M . \:' r-..... --. __ ....._ CO_L:UVIUM-- c 5 6 ACCRETION-GLEY
..J-._...__ __ ACCRETION GLEY ",...... ___. _ ,---_ -, --GLACIAL TILL 8 0v-ACCRETION GLEY -----GLACIAL TILL'" __ 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--..:__::;:::> jl =-:::::c-r-- -'susHBERG FORMATION I ------------------ sNvoER cREEK FORMATION --L-----r-- I ? / SNYDER CREEK FORMATION --__ __ _ ___ ------CALLAWAY FORMATION --_1-----. ::::::::_?..c-. __ -----------700--CALLAWAY FORMATION SNYDER CREEK FORMATION
- ,--/ BUSHBERG FORMATION' 750 CALLAWAY FORMATION JOACHIM FORMATION . ___ .7()0 --
ST. FORMATION COTTER-JEFFERSON CITY FORMATION 650-NOTES; SEE FIGURES 2.5*26 AND 2.5-27 FOR LOCATION OF SECTIONS. THE DEPTH AND THICKNESS OF STRATA INDICATED ON THE SUBSURFACE SECTIONS WERE OBTAINED BY INITRPOlt*TINC BET\JEEN BORINGS. INFORMATION OF ACTUAL CONDITiONS EX I SfS ONlY AT 80R lNG LOCATIONS. IT l S POSS ISLE THAT CONDITIONS BETIIEEN BORINGS MAY VARY fROii THOSE INDICATED, THE DISCUSSION IN THE TEXT IS NECESSARY FOR PROPER UNDERSTANDING OF THE NATURE OF TilE SUBSURFACE MAlERIALS, ELEVATIONS REFER TO MEAN SEA LEVEL DATUM. VERTICAL EXAGGERATION
- lOX PALEOKARST RUBBLE SECTION H-H' Rev. OL-0 6/86 HORIZONTAL SCALE IN FE":' 0 500 1000 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-30 SUBSURFACE SECTIONS WEST I BORING P-131 SURFACE BORING P-48 BORING P-144
________ _...._...._.... __________ --BORING P-70 BORING P-143 BORING P-141 rt-OESS , BORING P-136 EAST I' BORING P-22 850 __________________ __J 800 750 FORMATION If-JOACHIM (FORMATION . v.J" .................... , SHETEA I ,' COTTER-JEFFERSON CITY FORMATION ',, / I / / RUBBLE _/ / 500 (ELEV. 500) 0;--450 400 NOTES: NO VERTICAL EXAGGERATION ALL CONTACTS EXCEPT 5URLINGTON-BUSHBERG ANG JOACHIM-ST,PETER ARE UNCONFOKMABLE, THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE ORTAINEO BY INTERPOLATING BET\-,'EEN EIORINGS, INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE. COTTER -JEFFERSON CITY REGIONAL AQUIFER FEET 50 0 50 100 I I "'--GLACIAL TILL GRAYDON CHERT CONGLOMERATE 800 ./BURLINGTON FORMATION "-euSHBERG FORMATION SNYDER CREEK FORMATION CALLAWAY FORMATION COTTER-JEFFERSON CITY FORMATION
750 550 500 450 -400 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-31 SUBSURFACE CROSS SECTION I-I' ....._ ...., '-I... I( SOUTHWEST J 850-800-750-700-650-600-550-500-450-BORING P-68 NOTES: NO VERTICAL EXAGGERATION All CONTACTS EXCEPT BURLINGTON-BUSHBERG AND JOACHIM-ST.PETER ARE UNCONFORMABLE. BORING P-52 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. REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE. SURFACE BORING P-69 _.,-LOESS , BORING P-53 BORING P-144 --1--BORING P-70 BORING p -142 NORTHEAST J' BORING P-51 r--850 ACCRETION-GLEY .. '-GLACIAL TILL GRAYDON CHERT CONGLOMERATE BURLINGTON FORMATION \BUSHBERG FORMATION SNYDER CREEK FORMATION CALLAWAY FORMATION , /JOACHIM ' ' /J \ \\ ST. PETER /1 \ FORMATION // COTTER-JEFFERSON CITY FORMATION PALEOKARST RUBBLE ( ELEV. 500) - UP;;;-L; O-F -COTTER-JEFFERSON CITY REGIONAL AQUIFER FEET 50 100 I I _J.------- 1-800 r--750 "'"" ...., 1-700 I... l( 1-650 r-550 1-500 '--450 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-32 SUBSURFACE CROSS SECTION J-J' SOUTHEAST I 850-800-750-BORING P-39 POWER BLOCK LOCATION BORING BORING P-17 P-31 GROUND SURFACE-......... I l GLACIAL TILL \_BUSHBERG FORMATION BORING P-71 ACCRETION .GLEY GRAYDON CHERT CONGLOMERATE BURLINGTON FORMAT ION SNYDER CREEK FORMATION CALLAWAY FORMATION BORING P-70 BORING P-145 NORTHWEST K' BORING P-132 r-850 1--800 1--750 '"" " 700-l JOACHIM -- FORMATION .........................
- --------
"-...... 1.( 650-t:::: 600-taJ 550-COTTER-JEFFERSON CITY FORMATION ............. ,_--.::::: ..... ..... ., , ' II ', ', I I \ \ I I RUBBLE \ 1 / \\ \ \ I I \\_)' (ELEV. 500) ST. PETER FORMATION 500------------------
450-400-NOTES: NO VERTICAL EXAGGERATION ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG AND JOACHIM-ST.PETER ARE UNCONFORMABLE.
THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY BETWEEN BORINGS. INFORHATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE. APPROXIMATE UPPER LIMIT OF COTTER-JEFFERSON CITY REGIONAL AQUIFER FEET 50 0 50 100 t;:jt;:jt:j I I -550 t-500 1--450 -400 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT HNAL SAFETY ANALYSIS REPOin FIGURE 2.5-33 SUBSURFACE CROSS SECTION K-K' SOUTHWEST I 850-L I BORING P-27 BORING P-147 BORING P-35 POWER BLOCK LOCATION /GROUND SURFACE f .,--LOESS BORING P-148 BORING P-17 BORING P-74 I I NORTHEAST L* BORING P-37 ,--850 1=====----
11--------1-------------1
"-GLACIAL TILL -----------4----------.-----------------J 800-GRAYDON CHERT CONGLOMERATE /BURLINGTON FORMATION -800 '"" ..... 750-"-BUSHBERG FORMATION SNYDER CREEK FORMATION r---750 '"" ..... CALLAWAY FORMATION '-700-----4-----------------------+-------t----------;--..... I( 650-550-500-450-400-NOTES: NO VERTICAL EXAGGERATION ?--.... l.i--? \..__PALEOKARST RUBBLE ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG AND JOACHIM-ST,PETER ARE UNCONFORMABLE. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BET'tiEEN
- BORINGS, ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS.
REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE. COTTER-JEFFERSON CITY FORMATION ( ELEV. 500} ------------ APPROXIMATE UPPER LIMIT OF COTTER-JEFFERSON CITY REGIONAL AQUIFER FEET 50 0 50 100 t:;jt:;jtj I I -(/) t-700 ..... I( t-650 <: t-600 ll.t -550 t-500 r-450 -400 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-34 SUBSURFACE CROSS SECTION L-L' NOTES: NO VERT I CAL EXAGGERATION ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG AND JOACHIM-ST.PETER ARE UNCONFORMABLE. 850-650-600-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. REFER TO FIGURE 2.5-28 FOR LOCATION OF SUBSURFACE PROFILE. SOUTH M BORING NORTH 1 4 POWER BLOCK -1 LOCATION M* BORING BORING P-IOO AROUND SURFACE BORING P-72 P-147 P-146 BORING P-28 { J-__,,...-::'--------+----------1 A 7 L"""'T:::-:I:-:-L-:-L----1---------1 '-ACCRETION-GLEY GRAYDON CHERT CONGLOMERATE \. BUSHBERG SNYDER CREEK FORMATION FORMATION ----.. FORMATION 1 CALLAWAY FORMATION -/-ST. PETER PALEOKARST>> RUBBLE FEET 50 0 50 tjtjt::j I 100 I ;-850 r-800 """' ....,J Ct) .... t-750 1.( f--700 t::: f--650 '-600 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-35 SUBSURFACE CROSS SECTION M-M' 900 BOO AUXVASSE CREEK 700 800 500 400 900 100 AUXVASSE CREEK 700 100 500 400 1100 100 AUXVASSE CREEK 700 800 400 NORTH 26° WEST NORTH 50° EAST NORTH 77* WEST I_ PLANT _I lSi TEl SECTION X-X' Lf!,Arrr__j lSI T-El SECTION Y-Y' SECTION Z-Z' FEET 2000 0 2000 4000 6000 EXISTING GROUND SURFACE LOGAN CREEK f.-MISSOURI RIVER FLOOD PLAIN LOGAN CREEK EXISTING GROUND SURFACE EXISTING GROUND SURFACE 900 CREEK BOO ,_ '" '" 700 .._ z ,_ <( 600 > '" ..J 500 400 900 BOO ,_ '" 700 '" .._ "' z <;> ,_ <( 600 > '" ..J '" 500 400 900 800 ,_ '" 700 '" .._ ! z 0 ;::: <( 600 > '" ..J '" 500 400 LEGEND l,lllATlRtJI\f,y kllii'JIUM VALUY tIll Dff'\F 1'---CUNSISTINC, (If LLAY, SILT, uHA\'ll AlONG [XISTING STRfAMS
- QUIIHkNAkY SOIL DEPOSITS CONSISTING OF GlAc:IAL TILL, ACCRE.TION-GLEY AND LOf SS. 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. MISSISSif'f'IAN lHWIFflRlNTIATlD-INCLUDES BlJRl INGTON LIMtSTONE AND UNDf_RLYING BUSHBERG SANDSTONE.
O!:.VUNIAN UNO If--f lRlNTIATEO-INCUJDlS SNYDER CREEK S ll TSTONE AND UNDERLY lNG CALLAWAY ll ME STONE
- OROllVICIAN FERENTIATI.:_D INCLUDES CITY DOLOMilE AND OVERLYING OF ST. PEHR SANDSTONE AND JOACHIM DOLOMITE.
NOTES: SEE FIGURE 7.S 15 FOR LOCATION OF SECTIONS. THE DlPTH AND THilKNlSS OF STRATA DEPICTED ON THF SUBSURf-ACE SECT IONS WAS OBTAINED BY RECONNAISSANCE GEOLOGIC 1-\APPING. AT THE PLANT SITE, BORING,DATA WAS AVERAGED TO OBTAIN THICKNESS AND ELEVATIONS OF STRATA. IT IS POSSIBLE THAT CONDITIONS HAY VARY FROM THOSE INDICATED. DISCUSSION IN TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF SUBSURFACE CONDITIONS. THE SITE STRATIGRAPHIC COLUMN IS SHOWN ON FIGURE 2.5-17; MORE DETAILED SUBSURFAn SECTIONS ARE PRE_SE_NTED ON FIGURE 2.5-18. ELEVATIONS LR TO MEAN SEA LEVEL DATUM. Rev. OL-0 VlRTILAl EXI\r,Gi:RATION "' 20X 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-36 GENERALIZED SUBSURFACE SECTIONS
1100 1000 900 850 BOO 750 700 850 BOO 550 500 450 400
REFERENCE:
U.S. mPORT VICHY, MO. SEC. 2, T 39 N, R 6 W EL. 1133 MISSOURI GEOLOGICAL SURVEY AND WATER RESOURCES VOL. 28 SECOND SERIES, PLATE 4 0 w w (_') I-z u w <t ..., I 0 u a: Q_ ...J <t <t z w Q a: <t 1-u w w a: I-a (f) I N W ROPES (V SEC. 36, T 45 It, R 6 W NEW BLOOMFIELD 110 EL. 1&4 SEC ,T 46 N, F{ u) W
- EL. 839 5 0 k--*--
MILES HORIZONTAL 5 10 I I SCALE w (_') z <t I u ...J < z 0 I-u w a: a \ \ \ T. D. 470 T. D. 1007 w (_') z w <t z I ...J u u ...J I-<t z z 0 <t I-0 u u w a: X w 0 ::E I T.D.920 iflev-- I I 17 I I 1 20 0 20; ,' .I -MILES LIMESTONE a 1150 1100 1000 100 800 750 550 KINDERHOOK GROUP LIMESTONE, SHALE a SANDSTONE 500 DEVONIAN SYSTEM LIMESTONE a SANDSTONE T.D.940 T. D. 213 ------T. D. 515 450 400 350 300 250 200 150 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-37 REGIONAL GEOLOGIC CROSS SECTION ROLLA, MISSOURI TO FLORIDA, MISSOURI STRUCTURE LOCATIONS FROM SVERDRUP 8 PARCEL AND ASSOCIATES, INC. FIGURE Sl< -10 1874 I 01 "'""' ---C5-7 1 I.IEG!ND* .;jr*' AND NUMBER lORING t..OCATtON AND NUMIEft **** BORING LOCATION WITH PIEZOMETER (l) TEST PIT LOCATION AND GRAYDON CHERT CONGLOMERATE PLATE LOAD TEST LOCATION WATER WELL TEST LOCATION ..ih. ELEVATION OF THE TOP OF GRAYDON CHERT '1" TUI CONGLOMERATE NOTES* THE ARE BASED ON GEOLOGIC DATA OBTAINED FROM SORINGS IT IS POSSIBLE THAT CONTOURS MAY VARY FROM THOSE INDICATED. T REO AL UNC RILY RE ACE SHOWN ON THIS MAP IS AND DOES NOT 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 I FEET 2000 3000 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-38 CONTOURS ON TOP OF GRAYDON CHERT CONGLOMERATE
-SITE AREA jol /'l.?'/1-N H 99.lSO-" 100.000-N N 100,$00-I f' 810.0------ '!"'813.2.' / "' I P-122 _/-P-124 +eu.t/ jeo9.e / 'O,o _H-123/ AP-125 '1"'810.1 Te1o.e w " " .1-. P-118 809.0 "'--BIZ,) "'"' >-.J(/) <( .I P-119 JL ...----..... P-6!1 ) I 809.Z'J"' P-66 i$t-809.1 ,, I \ ,,. 'I'" 808.11 809.1'-/" / ( ,., .. I 808-810.4 809!1'!" ,) r::::
- -121 809.5 ---------+"'-:!.. \ -cr 1-w z 1-811.4 w"' _/ P-119 P-60 \ / 809.2 810.6$ UJ I p-95---808 --.....___ ,ft 808.0 I NOTES: z 0 "' .. "' EXPLANATION P-31 BORING LOCATION AND NUMBER .. BORING LOCATION WITH PIEZOMETER P*l6 -+ps.tiEZOMETER LOCATION AND NUMBER_ H$*1 ELEVATION OF TOP OF GRAYDON CHERT 810 .4T CONGLOMERATE 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 REFLECT STRUCTURES OR ATTITUDE Of THE UNDER* LYING STRATA. THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP, ELEVATIONS REFER TO MEAN SEA LEVEL DATUM. Un1t 2 was cancelled tn 1981. FEET 100 0 100 zoo CONTOUR INTERVAL
- 2 fEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAL YS!S REPORT FIGURE 2.5-39 CONTOURS ON TOP OF GRAYDON CHERT CONGLOMERATE-PLANT SITE 0 2 v u i? I I
/( 9'1,1')0-/ I / "'99,SOO-/ IT. I H 9!,7Y.l-N 100,000-N I00,2SO-H 100,500-N I00.7';JJ-n n u u '" "' I I P-I:H I } J 39.0 I HS -I +
- 1, .;, ... I \ \ \ if. 0 n ,, ,. ,,, ... '" I I I \ AND NUMBER LOCATION PIEZOMETER
"<T ATION WITH .. 801\ I NG LOC N AND NUH8ER P-16 PIEZOMETER LOCATIO -.pS-1 T HS*I* F THE GRAYDON CHER IN FEET 0 ;.. 21.ir GIC DATA OBTAINED NOTES 1 BAS EO ON GEOLO THE TABLE 2.5-6). VARY FROH THOSE FROM B THAT CONTOURS HAY IT IS POSSIBLE ESS OF THE INDICATED, W VARIATIONS OF y ;:R PROPER REFLEC E TEXT IS ES N IN TH THE OF THIS HAP. UNDERSTAND Unit 2 was cance lledin1981. FUT 100 0 100 100 ... ---... --*-*-INT!IIVAL' 5 HET CONTOUII Rev. OL-0 6/86 ELECTRIC COMfANY 2. 5-40 FIGURE CHERT GRAYDON I ATE STRUCTURE LOCATIONS FROM SVERDRUP 6 PARCEL AND ASSOCIATES, INC FIGURE SK-101874IOI A*
- '787.8 LEGEND* ltf5*1 .R-B QTP*I NOTES* I 1 BORING LOCATION AND NUMBER (DRILLED IN 1972) BORING LOCATION AND NUMBER BORING LOCATION WITH PIEZOMITEII TEST PIT LOCATION AND GIIAYDON CHERT CONGLOMERATE PLATE LOAD TEST LOCATION WATER WELL TEST LOCATION THE CONTOURS ARE BASED ON GEOLOGIC DATA OBTAINED FROM BORINGS CONTOURS MAY VARY FROM THE CONTOURED SURFACE SHOWN ON THIS MAP IS EROSIONAL UNCONFORMITY AND DOES NOT NECESSARILY REFLECT STRUCTURES OF UNDERLYING STRATA.
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 SITE AREA
-rr5----PS-G ' IG0,500---- rso-=f-) J / / ----f85-------------' j ( 7 77 .IT"" _.t.,_P-40 '11'"784.2 P-59 \ -76 8.6 \ .... "' 0 \ P-64 \
#-121 NOTES: z 0 :1) ... X EXPLANATION P-31 r BORING LOCATION AND NUMBoR ... BORING LOCATION WITH PIEZOMETER P-IG -+.: PIEZOMETER LOCATION AND NUMBER PS-I HS-1 ELEVATION Of TOP OF ROCK 781.5'r 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 REFLECT STRUCTURES OR ATTITUDE Of THE LYING STRATA. THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS HAP. ELEVATIONS REFER TO MEAN SEA LEVEL DATUM. Umt 2 was cancelled in 1981 , FEET 100 0 100 200 txJitiJ!a1 I I CONTOUR FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-42 CONTOURS ON TOP OF ROCK PLANT SITE C5-S *7-STRUCTURE LOCATIONS FROM SVERDRUP S PARCEL AND ASSOCIATES, INC. FIGURE SK -101874 !01 1 l.EGENO* {f/5*1 AND NUMBER BORING LOCATION AND NUMBER .* R-a BORING LOCATION WITH PIEZOMETER or*-I 4793! NOTES* TEST PIT LOCATION AND GRAYDON CHERT CONGLOMERATE PLATE LOAD TEST LOCATION WATER WELL TEST LOCATION ELEVATION OF THE TOP OF GRAYDON CHERT CONGLOMERATE THE CONTOURS ARE BASED ON GEOLOGIC OA TA 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 ..... -J 1000 I FEET 2000 3000 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 FORMATION -SITE AREA w I N 99,2SO-N 99,500-N 100,000 / / / N 100,500-N IOO,hO-( I \ w ...--1311 I -¥*134 "' '----......... \ g 0 £ '" I I \ \ \ \ \ 7S8.8 \ \ *-*u h-124 ( "'"'*' ..,-12\. ... -IZ!l "' "' .... -Ill? rl \ 1 J
- w *r I \ , \ / \ I \ { \ \ \ P*llt-"*'.._\
'1'8t.o...- ' " \ P-ts*" 5\ '" "' I \ \ I \ g "' w '" I I ,o---/' / /,_87 "-.. 782.!l'f' \ \ \ I ---z 0 "' .... % EXPLIINIITION P*SI
- BORING LOCIIT ION liND NUMBER ... BORING LOCATION WITH PIEZOMETER P*ll +. PIEZOMETER LOCIIT ION liND NUMBER Fltl*l Htl*l 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. ELEVATIONS REFER TO MEAN SEA LEVEL DATUM, Unit 2 was cancelled 1n 1981. fEET 100 0 100 200
-==--== CONTOUR INTERVAL
- II I'EET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-44 CONTOURS ON TOP OF SNYDER CREEK FORMATION-PLANT SITE STRUCTURE LOCATIONS FROM SVERDRUP 8 PARCEL AND ASSOCIATES, INC FIGURE SK-101874!01 1 LEGit NO* j* CO*< !lORING LOCATION AND NUMBER (DRILLED IN 1972) J!j;P*t* lORING LOCATION AND NUMBEI!
- 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 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 1000 0 1000 5--*-*-*J I FEET 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 FORMATION-SITE AREA H 99.7SO-., I I I / P*2!..t,_
HVS'l" -¥*135 0 I <::> \ +,-117 735.! \ #*123 " "' I .I ---7$0 ---P-65 -<fnr.o --._P-16 Tna.3 ;' I .,., '\ I ..t,.P-59 'f" 133.0 " I 2 £* ::<. .*. ,,, -'4 I I I I I z 0 "' .. X I I I \ / "" / "-.... / -" I I I
- P-106 \ \ P-60 I I I I I I NOTES
- EXPLANATION P-31 BORING LOCATION AND NUMBER .. BORING LOCATION WITH PIEZOMETER P-16 -+,; PI ElOHETER LOCATION AHO NUMIEI\ PS*I . ELEVATION Of TOP OF CALLAWAY 735.ir FORMATION 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 REFLECT STRUCTURES OR ATTITUDE OF THE UNDER* LYING STRATA. THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS HAP. ELEVATIONS REFER TO HEAN SEA LEVEL DATUM. Unit 2 was cancelled in 1981. f'EET 100 0 100 CONTOUR INT£RVAI.
- 5 FEET Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-46 CONTOURS ON TOP OF CALLAWAY FORMATION-PLANT SITE 20 . e., '. I ,, 760 / . ----*770 --._/ __ 7 CD )> CJ)CJ) rrl-1 o::o .,c (') o-t l>c r::o rrrl d ., 0 c ::0 ::0 CJ) 3: l>o -tz 0 z .<' /' ., G) c ::0 rrl 1\) (JI I ...... / / c: , z z Vl)>z mr-r-
-<:eo )>)>-4 z ::D )>-(-r-() -<""C tn)>Q ;;uzs: 0 )> ;;u z -! -< O>JJ -(I) 0 r 6 . *F, . !!Qill: ."-*;:;;:;o_*. .) THE DASHED LINES X*X', Y*Y', AND Z*Z' LOCATE SUBSURFACE SECTIONS THAT ARE SHOWN ON FIGURE 2,5*19. THE CONTOURS ARE BASED ON DATA OBTAINED BY RECONNAISSANCE GEOLOGIC MAPPING. IT IS POSSIBLE THAT CONDITIONS MAY VARY FROM THOSE INDICATED. THE DISCUSSION IN THE TEXT IS ESSENTIAL FOR PROPER UNDERSTANDING OF THIS MAP. ELEVATIONS REFER TO MEAN SEA LEVEL DATUM. Unit 2 was cancelled in 1981. 9 POINTS OF FIELD OBSERVATION \ \ /. \
- x' y 3i 33 ,. y *,.,,>' ""'-
"'"> -'* £. ' l._ CONTOUR INTERVAL = 10 FEET SCALE IN FEET 5000 0 5000 I ;;; ;;; I '*. MAP
REFERENCE:
TOPOGRAPHY BASED ON PORTIONS OF U,S.C.S. 7.5 MIN. TOPOGRAPHIC MAP ADVANCE PRINTS: FULTON SE,M!SSOURI QUADRANGLE MONTGOMERY CITY SW, MISSOURI QUADRANGLE MOKANE NE, MISSOURI QUADRANGLE MORRISON NW, MISSOURI QUADRANGLE SECTION LINES SHOWN ARE APPROXIMATE MISSOURI GEOLOGICAL SURVEY 8 WATER RESOURCES Oil 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 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 SHEET I LEGE NO:
- 011 well now produc*nQ
- 901 well now producuu41 9 dr'J' oil well,forrnerly produced obondoned 011 test,"'"
produced L, "1 I ' ,------4-------; .J__ J I I ' , (______ ! : ' r---1---.-* --, --'T o I , ' -----1------- --, I \ 1 ___ [-_,_ r t ' \ I ') '\ ' ! __ -* *--. ! \ -t*--40° r K l ' I -----,---- 1 .... __, ' r -'----0 K L ' I t r -t I r A
- L \ [r --,_. _! l ' I r 20 00 0 [§§_./ 131 r .J INDEX NUMBER I 2* 3 4 5 6 7 8 9* 10 II 12 13 14 15 16* 17 18 19 20 21 22 23 24* 25 t ' 26 .. t 27 28* 29* \ 30 \ 31* 32 33 34 35* i r* i: ' .. t : (' J---:r I 47 "-\ 50* ( 51 52 53 54 1 55 /' NOTE: INDEX INDEX DATE MMJ NUMBER DATE lf11 NUMBER DATE MMJ 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 1811 DEC 16 X-XI 58 1915 ocr 26 v Ill 1956 OCT 29 v 1812 JAN 23 X-XI 59 1915 DEC 7 V-VI 114* 1956 ocr 30 VII 1812 FEB 7 XI-XII 60 1916 DEC IB VI-VII 115 1956 NOV 25 VI !B20 NOV 9 IV-Y 116 1957 MAR 26 v !B38 JUN 9 VI 61 1917 APR 9 VI 117* 1958 JAN 26 v !841 DEC 27 v 62 191B OCT 13 v 11B 195B JAN 27 v 1843 JAN 4 VIII 63* 1918 OCT 15 v 119 1958 APR 8 v 1848 JAN 24 v 64 1919 MAY 25 v 120 1958 APR 26 v 65 1919 NOV 3 IV-V 1853 DEC 18 JV-V 66 1920 MAY I v 121 1958 NOV 7 VI 1857 OCT 8 VI 67 1922 JAN 10 IV-V 122 1959 FEB 13 v 1858 SEP 21 VI 68 1922 MAR 22 v 123 1959 DEC 21 v IB60 AUG 7 v 69 1922 MAR 30 IV-V 124 1960 JAN 28 v IB65 AUG 17 VII 70 1922 NOV 26 Vl-V 11 125 1960 APR 21 v 18&7 APR 24 V11 126* 1961 APR 27 v 1875 NOV 8 v 71* 1923 OCT 28 VII 127 1961 DEC 25 v 1876 SEP 25 VI 72 1923 NOV 9 v 128 1962 FEB 2 VI 1878 MAR 12 v 73* 1923 DEC 31 v 129 1962 JUN 26 v 1878 NOV 18 Vl 74 1924 MAR 2 v 130 1962 JUL 23 Vl 75 1925 APR 26 Vl 1882 JUL 20 v 76 1925 MAY 13 v Ill 1963 MAR 3 VI 1882 SEP 27 VI 77 1925 JUL 13 v 132 1963 AUG 2 v 18B2 OCT 15 v 78 1925 SEP 2 V-Vl 133 1965 MAR 6 VI 1882 OCT 22 VI-VII 79 1927 MAR 18 v 134 1965 AUG 13 VI 1883 JAN 11 VI 80* 1927 MAY 7 VII 135 1965 AUG 14 VII !883 APR 12 Vl-V!l 136 1965 AUG 15 v !883 DEC 5 v 81 1927 AUG 13 v 137 1965 ocr 20 VI 1886 AUG 31 IX-X 82 1930 SEP 1 v 138 1967 JUL 21 VI 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 85 1933 DEC 9 v 1889 JUL 19 VI 86 1934 AUG 19 Vl 141 1971 ocr 1 v 1891 JUL 26 VI 87 1934 NOV 12 Vl 142 1972 FEB 1 v 1891 SEP 26 v 88 1937 MAY 16 JV-V 143 1972 MAR 29 v 1895 ocr 31 VI II 89 1937 NOV 17 v 144 1972 APR 4 II 1899 APR 29 Vl-Vll 90* 1938 F£8 12 v 145 1972 SEP 15 VI 1901 JAN 3 v 146 1974 JAN 8 v !902 JAN 24 VI 91* 1938 SEP 16 147 1974 APR 3 VI !903 FEB 8 Vl 92 1939 NOV 23 v 148 1974 MAY 13 VI 1903 ocr 4 V-VI 93 1940 NOV 23 VI 149 1974 JUN 5 v 1903 NOV 4 VI-VI! 94* 1941 NOV 16 VI ISO 1974 AUG II v 95 1943 JUL 25 !V-V !903 NOV 27 v 96 1945 MAR 27 111 !51 1975 FEB 13 v !905 APR 13 v 97 1946 ocr 7 IV-V 152 1975 JUN 13 VI !905 AUG 21 VI-VII 98 1947 JUN 29 Vl !53 1975 DEC 3 v 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 !907 JUL 4 !V-V 101 1949 AUG 26 Ill !57 1976 SEP 25 v 1908 SEP 28 !V-V 102 1950*FE8 8 v !58 1976 DEC u v 1908 ocr 27 v 103 1952 FEB 20 v !59 1977 JAN 3 VI 1909 MAY 26 Vll 104 1952 JUL 16 VI 105 1953 SEP 11 Vl !909 JUL lB V11 106 1954 FEB 2 Vl 1909 AUG 16 107* 1954 APR 26 v 1909 SEP 27 VII lOB 1955 MAR 29 VI !909 ocr 23 v 109 1955 APR 9 VI 1909 ocr 23 v 110 1955 SEP 5 v *EPICENTERS LOCATED OUTSIDE OF MAP: SEE TABLE 2.5-12 FOR LOCATION OF THESE POINTS. LEGEND:
- 0 0 6. -... II -IV v VI VII VI II IX OR GREATER 25 50 I MILES 75 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-49 EPICENTER LOCATIONS I Generaliud isoseismal map of the earthquake of December 16, 1811 at os*I5"' GMT. MM intensity lues 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. NCTE: ISOSEISt'\AL CO!HOURS BY NUTTLI (1973) I I I 0 200 400 km Generalized isoseismal map of the earthquake of December 16, 1811 at 08"15"' GMT. MM intensity values at individual points are given in Arabic numerals (see Table I for sources of information). The isoseisms, labeled with Roman numerals, indicate the outer bound of the region of specified intensity. NOTE: ISOSEISMAL CONTOURS BY NUTILI (1973), 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
REFERENCE:
.. , .. ... / .; 1 :.I ** r *-----.. "'t. l WAYMAN OF
- NORBURY l I ST. LOUIS:
HISTORY L.
- ST. LOUIS. C* ...... " ........ . I .
.......,.--T..:;;.* .** 1 :_! -. '------*- -II -. a a I a & I Rev. OL-0 UNION ELEC 6/86 CA TRIC COMPANY FINAL y PLANT Al YSIS REPORT PLAT OF THE TFOIGURE 2.5-5 I WN OF ST SHOWING ITS LO . LOUIS IN 1804 FLOOD PLAIN CATION ON THE OF THE MISSISSIPPI RIVER
' . ' .. , _.)l'll'
REFERENCE:
WAYMAN, NORBURY L., 1968, A PICTORIAL HISTORY OF ST. LOUIS: WAYMAN, NORBURY L., ST. LOUIS. Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY REPORT FIGURE 2.5-52 VIEW OF THE TOWN OF ST. LOUIS IN 1817 SHOWING ITS LOCATION ON THE FLOOD PLAIN OF THE MISSISSIPPI RIVER I 1 SETTLEMENTS IN MISSOURI --1811 1
- ST. LOUIS 2. ST o CHARLES 3. COTE SANS DESSE!N 4. FORT OSAGE 5. BOONSLICK
- 6. HERCULANEUM
- 7. STE. GENEVIEVE
- 8. LEAD MINES 9. CAPE GIRARDEAU
- 10. NEW MADRID 11. DEFIANCE 12. CHARETTE 13. FLORISSANT
- 14. BON HOMME 15. CARONDOLET 16o BARD 17. LITTLE PRAIRIE 18. FORT MASON 19. ARROWROCK
- 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 ( / I \ \ "' NOTES: \ ,. ,. \ \ \ ... \ \ ,, ,, ISOSEISMAL CONTOURS BY STEARNS AND WILSON (1972) lntt*n,.1ty lX*Xll i*"'*t*tnal* dr.twn ftum lntt'fuuty IK<*M*utmnl* dmwn t'*l"*rwnrt* ' ' / *, .. \ \ \ i I I '-. -j Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-54 ISOSEISMAL MAP FOR NEW MADRID EARTHQUAKE OF DECEMBER 16, 1811
- VI CONTROL POINT .* ,. NOTES: \ '*\ ',' c.) j i '-, .'I ISOSEISMAL CONTOURS BY STEARNS AND WILSON (1972) ( ( \ ) \_}-.--* \ I "tO'il"-\ l \ "..; \ I . ' \ I I \ I 'i1\.E::J--=::::11-IIiiil00c==::l!9
,, ' \ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY A!'-JAL YSIS REPORT FIGURE 2. 5-55 ISOSEISMAL MAP FOR NEW MADRID EARTHQUAKE OF FEBRUARY 7, 1812 I \ NOTES: ISOSEISMAL CONTOURS BY STEARNS ANO WILSON (1972) SHOW MAXIMUM EFFECTS OF SERIES AND ARE DASHED WHERE INFERRED. r'/! 7 ' I I I ! I \ l I \ I J' \ t/ \ \ \' \ ./ / I ) ,, .. -/ \ I \ I I I I ** I Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-56 COMPOSITE ISOSEJSMAL MAP FOR THE NEW MADRID, MISSOURI EARTHQUAKES NOTE : ISOSEISMAL CONTOURS BY NUTTLI ( 1973) r I I '--*---------- I-I 500 km I \ ' .. ' ------____ , ' \ \ \ \ ' OCT. 31, 1895 37.0 N, 89.4W mb = 6.2 I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-57 ISOSEISMAL MAP FOR THE CHARLESTON, MISSOURI EARTHQUAKE OF OCTOBER 31, 1895 II I . {f) . ; I I I 0 .I Kans.u City M .. -..: 0 NOTES: I 1**-** \ \ i I i I I A ... ARABIC NUMBERS OPPOSITE PLACES INDICATE ROSSI-FOREL VALUES. DATA FROM FINCH, MONTHLY WEATHER REVIEW (1917) SC.\LES H w ,. I . Q z H v. N ___ .. _ .. _ .. -,-*-**-**- I s s.! I Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-58 ISOSEISMAL MAP FOR THE EARTHQUAKE OF APRIL 9,1917 IN MISSOURI AND ILLINOIS 92" 0 NEBRASKA *
- 05 0 40° 0 0 KANSAS 0 Tulsa OKLAHOMA EXPLANATION:
0 DATA POINT REPORTING EARTHQUAKE
- DATA POINT NOT REPORTING EARTHQUAKE SOURCE: U.S. EARTHQUAKES (1965) I v I 44° I 0 ; i I I 0\ s; I 0 0 I _j40° 0 0 0 Springfield 36° . 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 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-59 ISOSEISMAL MAP FOR THE ST. LOUIS, MISSOURI EARTHQUAKE OF OCTOBER 20, 1965 --.. !-_____ _ . -----" -, -t i lt s SOURCE: GORDEN AND OTHERS (1968) i I v I ' . .. 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 NOVEMBER 9, 196 8 I ---------+-- --' MISSOURI i i __ l_______ ' 1,.. : ' .,. RANDOM REGION MISSOURI _, i ARKANSAS .,. 25 0 25 I ., . 50 ' 'I 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 j I I I l I 1 I I I 1 I I I I 1 I , I 8400127 i I --+----------t-------------+---- 1 I I l l i i I I I I i I +I : l I I l I I -r--------
*-*--*--*-
t-**------
1 I I I r6 I I ! +--/ I i -1 . \ ' \ SirE
- o42 \ ' / 1330 137 t 0 20 . '{/ 0145 056 / I INOEX HUM8ER I z* 3 4 5 6 7 * ,. 10 II 12 u 14 15 t6* 17 18 19 20 21 22 23 24* 25 26 27 28* 29* lO Jt* l2 JJ 34 JS* 36 37 36 39 40 41 42 43 OATE 1795 JAN a 1804 AIJG 20, 24 1811 O[C 16 1812 JAN 23 1812 f£8 1 1820 NOV 9 1838 Jllll 9 1841 DEC 27 1843 JAN 4 1848 JAN 24 1853 DEC 18 1857 OCT 8 1858 stP 21 1860 AUG 7 1865 AUG 11 1867 APR 24 1875 NOY 8 1876 SIP 25 1878 IWt IZ 1878 IIOY 18 1882Jill 20 1882 SIP 27 1882 OCT 15 1882 OCT 22 1883 JAN II 1883 APR 12 1883 OfC 5 1886 AUG ll 1887 HI 6 1887 AUG 2 1889Jill 19 1891 JUt Z6 1891 SEP 26 1895 OCT 31 1899 APR 29 1901 JAN l 1902 24 1903 f£8
- 1903 OCT 4 1903 NOV 4 1903 NOV 27 1905 APR 13 190SAUG Zl 1906 HAY II 1906 MAY 21 1907 JAN 30 1907 JUt 4 1908 SIP 28 1908 OCT 27 1909 HAY 26 1909 JVL 18 1909 AUG 16 1909 SEP 27 1909 OCT 23 1909 OCT 23 1110£1 lltl IIIIMIER OATE IY*Y 56 1912 JAN 2 Y-YI 57 1915 APR 28 l-Xl 58 1915 OCT 26 l*Xl 59 1915 DEC 1 ll*lll 60 1916 OEC 18 IY*Y ¥1 61 1911 AI'!! 9 y 62 1918 OCT 13 Ylll 63* 1918 OCT 15 y 64 1919 HAY 25 65 1919 NOV 3 IY*Y 66 192D HAY I VI 67 1922 JAN 10 Yl 68 1922 MAll 22 y 69 1912 MAll 30 VII 70 1922 NOV 26 Yll y 71* 1923 OCT 28 Yl 72 1923 NOV 9 1]* 1923 DEC Jl Yl 74 1924 MAll z 75 1925 APR 26 y 76 1925 HAY 13 VI 71 1925 JUt ll v 78 1925 SEP 2 VI-VII 79 1927 MAll 18 VI ao* 1927 HAY 7 VI*VII v II 1927 AUG 13 U*l 82 1930 stP I ¥-VI 83* 1931 JAN s ' 86* 1931 AUG 9 85 1933 DEC 9 VI 86 1934 AUG 19 VI 87 1934 NOV 12 v
- 1937 HAY 16 VIII ., 1937 NOY 17 YI*Yll to* 1938 f£1 IZ v VI 91* 1938 SEP 16 VI 92 1939 NOV 23 V-YI 93 1940 NOV 23 VI*VII 94* 1941 NOV 16 95 1943 JUL 25 v 96 1945 liAR 21 ' 97 1946 OCT 7 Yl-¥11 98 1947 JUN 29 y 99* 1947 DEC IS v 100 1949 JAN IJ ' IV*V 101 1949 AUG 25 IY*V 102 1950 FEB 8 v 103 1952 F£8 20 VII lOt 1952 JUl. 16 lOS 1953 SEP II VII 106 1954 FEB l 107* 1954 APR 25 VII 108 1955 MAll 29 y 109 1955 APR 9 ' 110 1955 SEP 5 LEGEND:
- 0 0 6 (i) * -------25 0 !£........1
....-. 1110£1 IIIII IIUMIER OAT[ Yl Ill 1955 DEC u IV-V 112* 1956 JAN 28 y Ill 1956 OCT 29 Y*YI 114* 1956 OCT JO Yl*VII 115 1956 NOV 25 116 1957 MAll 26 Yl 117* 1958 JAN 26 y 118 1958 JAN 27 y 119 1958 APR 8 y 120 1958 APR 26 1¥-V v 121 1958 NOV 1 IY*Y 122 1959 HI u y Ill 1959 DEC 21 IY*Y 124 1960 JAN 28 YI*YII 125 1960 APR 21 126* 1961 APR 27 Yll 127 1961 DEC 25 y 128 1962 FEB 2 v 129 1962 JUN 26 v 130 1962 JUt 23 VI y l3t 1963 MAll 3 v 132 1963 AUG 2 Y*VI 133 1965 MAll 6 y 134 1965 AUG 13 VII IJ5 1965 AUG 14 136 1965 IS v ll7 1965 OCT 20 v 136 1967 JUl 21 y 139 1968 NOV 9 IV*V 140 1970 NOV 16 v VI 141 1971 OCT I Yl 142 1972 FEB I IV*Y 143 1972 MAll 29 v I<< U72 APR 4 y 145 1972 SEP 15 146 1974 JAN 8 lV*Y 147 1974 APR l v 148 1974 HAY ll Yl 149 1974 JUN s Yl ISO 1974 AUG ll rv-v Ill 151 1975 f£8 13 IY*Y 152 1975 JUN ll VI UJ 1975 DEC 3 y 154 1976 MAll 25 y ISS 1976 APR 15 156 1976 HAY 22 Ill IS7 1976 SEP 25 y 158 1976 DEC 13 v 159 1977 JAN 3 VI Yl Y! v VI VI y II -IV v VI VII VIII IX OR GREATER STATE BOUNDARIES SEIHOGENIC BOUNDARIES 25 I MILES 50 7!5 I lit I y Yl y Yll VI y y y y v VI y y v y y v VI v VI VI v VI VI Yll v VI VI VII VI v v v II Yl ' VI VI v v v Yl y Yl y y y v VI Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-62 EARTHQUAKE EPICENTERS AS RELATED TO SEISMOTECTONIC REGIONS MISSOURI 36°30'----------ARKANSAS ,ep e2 e/ o I 02 05 02 f:Bt o, e, ILLINOIS o, KENTUCKY *----36°30' TENNESSEE 36° e5 2 35°30' e/ 20 fiB! Ee 02 o' 0 EXPLANATION: INTENSITY OF GREATEST SINGLE EVENT Q $.MMI-IV fiB MMI V*VII * -*-* EPICENTRAL LINE OF 1811-12 EARTHQUAKES (FULLER, 1912) NUMERALS INDICATE NUMBER OF EVENTS DATA PRESENTED ON TABLE 2.5-10 25 MILES 50 75 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-63 EPICENTERS OF PERCEPT! BLE SEISMIC EVENTS NEAR NEW MADRID 1811-1980
l't.l\STQG*M* MtOCUIE-PLtOCUI' {\lMOI .. ) WijM J .. c .. (U*nll 'i.oc***) [l@]ffftl] Jt.eKSON*C.L .. I&CIIlMt (\JNDI.,) cu .* ,., ..... (UPPER toe ... £) WtLco* t.ot.<NE) I :_:
- <J MtOWAY (P .. LEOCE ... E) § Ku@ U. Cttn .. uous I
- 1'.1 l L. Clln.,:.tou* P .. LlOl.Oit.
REFERENCE:
FISK, 1944 ! 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 OF NEW MADRID 0 + OZARK DOME + + 0 0 0 0 ____ I _ ARKANSAS 0 0 0 + + LEGEND' A Mat J l: 1
- M"f" <'(
1 intrusinn "'"-' f: .. hh ,,f de r '-1l l *, m<<grwt lC map -----.------- Fd,d t--lldr " 111 1 un duwntf 1 rown .td*'* R.!:fERJ:NC£. HILOENSRMD AND OTHERS, 1977 (FIGURE !) + + B rJo * .. ) +--/ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-65 S I ESMOTECTON IC MAP OF THE NORTHERN MISSISSIPPI EMBAYMENT AND SURROUNDING REGIONS NOTES:
- .._ __ \{ ____ _ 88° I EXPLANATION HORIZONTAL STRATA AXIS OF ANTICLINE AXIS OF SYNCLINE AXIS OF MONOCLINE FAULT WITH SYMBOL INDICATING DOWNTHROWN SIDE FOLDS ARE IDENTIFIED IN TABLE 2.5-2 FAULTS ARE IDENTIFIED IN TABLE 2.5-3 MILES 0 25 50 75 100 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
REFERENCE:
HILDENBR 0 0 + + + 0 + + + 0 I 91 00 (FIGURE 2) AND AND OTHERS,l977 0 + 0 + 0 NOTE: EPICENTERS INTENSITY MAPUTHEAST MISSOURI TOTAL 1974 TO JUNE OF NETWORK OPEN CIRCLES, REGIONAL£ DENOTED BY THE 1976) AR Rev. OL-0 6/86 OMPANY ELECTRIC C NT REPORT F ETY AN FINAL SA FIGURE . 2 5-67 c MAP MAGNETAIORIO AREA OF NEW M 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 .. ',* , . .. ' . . , .. "' KENTUCKY y.._ cv TENNESSEE iE 0 MEMPHlS -, ::--... ,' ..... --....... ... .,.!\..._ I -I :>* "' # , , , # .. ,' , Nashville dome \ \.,., . \\ / *. . ., *'. ' . : / :/ :* )t, ..... -------------,;._--. *..,__ ----' ' EXPLANATION -lineament MISSISSIPPI
alignment
............... vague features 0 60km ______ ._ ________
REFERENCE:
O'LEARY AND HILDENBRAND, 1978 (FIGURE 1) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-69 LINEAR FEATURES OF MISSISSIPPI ENBAYMENT AND SURROUNDING REGION I *-1 --, 1-1 I I I I I I __ R'!_E ____ .!,!!_ __ R_9_E'---r---"R"-IO:::.E:::.___,r-t-' ...:R::-.:_1:_1 I I I I I__ ___ I CAPE T 30N I l: : GIRADEAU r-...-) ___
- 1 1_ ra,.1 : l BOLL ENGER I r' *75 8 82 r 29 N I I ,..-I I .J 80*
87 : II j_l
- 89. I 76 70 )'3 90 .. 86 " WAYNE r-------.....r---I I I -L-------L-T 27 N T 26 N CARTER --------I I VtLL No.
J,P. P1 (DfR 0Jt Co. No. lfHLYYllU DJSI, fro. 1 Bo-sn SuHIJH, !'Ius. RIVER FuEL Co. !'lt:SSISSII"P'PIV(ill: fUfl(.O. C1 oF Cnv oF J CITY m
- (nvor HOIIN(II:iVILLE No.2 10 CnY 01 llo. J li iiELLOif 1Jo, l Il Cnv OF Kum£n No. 3 13 Cnv ;.uounr flo. 2 14 C1n OF 15 (A."\PBELllUMBf_A.(IJ, No.l 16 (!TV (AMPBH.L No, 3 17 Cnv CtAqncill 18 JoHNSTEwARTNo,}
19 u.s. ARMY 9ASIC FtV* 20 U.S, ARMY BASIC ffiG ScHOOL ijo, 2 21 BIG OAK TREE No. 1 22 CITY or C>tlRLESTON No, 3 23 Cnv or (HARt.UTOtt (TEST HOI.() 2(1 CITY OF (HARI.UlOH No.1 25 R.G. DrLAN£Y Ho. 1 26 CiTY OF GiDEON No. (j 27 CJTvoFGJoE:ONNo. S 28 C1n OF lhsC'C 29 R.B. JA. llo.l 30 Cnv OF 31 (!TV OF llLBOUitH 32 l'llts. S,t,, Hvi(T(II llo.l 33 III!S,(DOYEPHti.LII'S No. 1 (JTY OF MATTHE\11$ No.1 35 HAII:II:ISOH }6 Cnv oF STEE-l£ No. 1 37 C1n 01 ST£t..1..£ Ho. 2 38 (ITY OF DEUtlltG !io. 2 39 Ctrv oF VILLEtlo, 5 WELL No. OwNER 71 JJM No.1 n ll I* II 16 17 18 19 10 81 11 " 85 86 87 88 89 'J() 9! 'l2 9J 94 91 96 97 !18 !19 100 !01 102 103 104 !05 106 107 108 109 JIO 111 ll2 Jll ll4 llS 116 fH No. l !C,L PATrONGii..L No, 1 Btllfot.: Pvauc ScHOOL No.1 (JfY Of (HA.fi'E"E No. 'l ST, l.,l.wf'IENC*(ATHOLJc CHURCH N0.1 $1. lATHUt tc (HURCHNo. 2 ii.LMO-(OMMf.RCE HUMANBLATILL !i. V. JOMii 0AVl$ TEtW!!_XEI.W! No. 1 JO£ fLLH Ho. T2914b<*3 ti,W, 0oOGE No. T291117S-18 Jo£ fL.LIS lh. T2914lS-30 JotftLJ$ 11o, GICOt. SuPvtv W.P,A, No. Cu:ot flo. 1 ILV, JiS<il.EY R.ll. Sonwn; Cnv Cl' Bt11N!O D.l. GMI:Nt:A Stt!Pfll AsA0QiojOY HtG(iJNsNo. 1 R.PrKLEY Sl.ltGAIIkl!< JA.cxJoHES 111$SOIJ!tl H!GHW,I;Y DEPT. f.t.MeR HoH-MAN l'ltSSOUIH PACIFIC RR CoHEY COAt Co. C. DExr£11 FH HQ. 1 CIT\' OF DEXTER. rur Crn D£)(T£1t No. 11 CITY DtxTEA No. Cnr oF No. 12 (JTI"OFDEXTEit kHOlll¥000 ASS{)(IAT!ON PtiJllc WAwt SuPPLY lhn. Mo. l Uo. 1 if,J.(kUJCH£1!'!0,4 CnvoFlsso: Hus Lo<<tN.o. L. I I I I ".f. 95 ! 1_1
- c-i BUTLER i \.l \ '" "" 40 CnY M VILLE NO, 6 41 KENNETH PATTI$1>>1 42 PVIISCOT \IIAT[II:
SU,.PLY D1sr. No. TUTHOI..[ li3 T.P, Russu.1. No. 1 111 U8 !19 120 111 121 l1l J2li !15 126 127 128 THOMASnN PuaucWAHRSuPPLY Dtu.No. 3 B.B. URECOitf No, 1 lbYLE CAsE HALEH SMITH JoHN RICHAIW$ CttA.ItLU V. Kl.lsw Cut liKBAut>H Wau:s 0. STEVENS J.E. FRUHOuN! NOTE, I i I I I I 1 T23 N T 22 N RIE REFER TO TABLE 2. S*11 fOR A COMPLETE OE'iCR 1 PTIO.N OF THE WEllS SHOWN H£U. REF'ERENCES: BAS£ MAP COPWIUD fROH PORTIONS Of:" THE fOllOWING U.S. GEOlOGICAl SURVEY UNIT£0 STATES 'iERHS TOPOGRAPHiC MAP$ AT THE SCAlf OF l .. '250,000. ROlli., HIS SOUR!, 195ft PADUC.AH, KENTUCKY, 1948 BLUFF, HIS SOUR I, 1957 WELl LOCATIONS 1956 MISSOURI GEOLOC I CAL SUPVEY AND WATER RESOURCES WELL FILES. GROHSKOPF JOHN G. 1955 STEARNS,
- 195B RIPLEY R2E R3E :t 9 S/1: ::.5*2 9; ! NEW *33 /
--r-----------__,' 32 J r '"+---\( T23N 1 MADRID 531 6 31 <} I oO *:: '" "* 22: 16 E' R4E RSE RGE R 7E RBE L 14 1-------'----\. \ 1 45 T20N i . T19N 12 :, *, 8 PEMISCOT N j DUNKLIN " I I ,: ' / *7 *s 9* 1 1 I I j v T 16N R7E R8E R9E R 10 E R II E R 12 E R17E lflf Cnv o* iiAYTt Ho. q 45 Cnv oF l<<II:Olu. lfS fAARfR l 47 Doos Wooo>>.R:O 48 PAUL POATU '19 B. STitKLER so J.JII. NICitOLS Mo. 51 RoN YACKS 52 EARL CLAYTON 53 SH£"""'" (AU$ Mo. 1 sq CITY OF SlltUTON !io.1 55 CITY OF .SiUUON !io. 3 56 CiTY (lf S!KUlt>>l No.5 57 CITY Of S!ltUTOM No. 6 58 SiKESTON WATEII IIORk$ 59 GYPSY No, 1 60 OSCAR DHN&UII>[R FEENo.l 61 OscM DEtNif:JIGEA' No, 1 62 STI:PHAI; A. BAIITOII 63 S£ort (OifflTY JAil 611 TOI't &:on No. l 65 Cav Of' tnt 66 CITY No. 1 67 C. E. No. 1 68 CtWtLts rtv.l 69 KAY-RAtltHNo, 1 70 Ct..ARENCELEGRA/tn No.1 0 <0 NILES 119 uo lll Jll j}! 1l'l 1 ,)6 ll7 )J8 139 1'0 141 1'12 !43 !44 1*5 )06 )01 HI 1'9 !50 Jus 8EiiNETl C!TYOFBLOOMFIELO CiTY 01' 8t00Mf!EI..D No, fUT CITY Of No.1 Ctn oF BLOOMFIELD Mo,2 CrtY Of ""* 6 (tTY Of i!t..ooMI'JEtD ""* .. Plc::une: WtH'tf Wtt.t. rtoOWJNNo.2 Jus BENNETl No.1 HARRYP!JLLU11 liiiLLRr£oNo, 6 CAALNEHlHAH No, 12-M-J l'tH. M-.Jut SwAH He, 7 i:DtrfAitO iJuNIVAH J(>>mi.Y It .kl!fts l'ltMGO Wtt.DUI'E RHuGE l'ltNGO No.! PHILL!rS DANHL 6YR1l H! ..... "'fUH.RGER RtN<>U ll!LI.. A D.B. PERKINSB Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-70 LOCATION OF DRILL HOLES NEAR NEW MADRID LEGEND Pa1eoz oic uplands Ridges a.n.d or Tertiary deposits Pr-airie terraces A.:nd poBsibl.)'" in part due to llplif't Hot.tom lands or Mississippi, Sl Fra-r cis, mLd BlaC'krh>ers "up1if'terl,in part. at U.1ne of' t>a.r"t1"\({uakes S1..1.nk 1an.ds' depressed ai_ 1une ot'eartlv.pJ . .a.kes sttbn1ergea as resl.l1t. of' e-ar11uptakes Ar-eas of' marked , . Principal are-a of s-;;.nd'blo-..vs A.rea of" numerous sa:nd dikes or Landslides duet 0 earthq-uakes .Areas ofsand sca:t.ters" (") )> ., 'c ., 'z c z r )>_ r )> :eo 1'1'1 r-::::0 (/ll>Z CJf ., G) 3: c m .,, -l r-m )> ::::0 -< '"tJ 1'1'1 )>(") 0 :l>z-i 1\) z-i::o ., )> -z Ul r-en I -< J'TI -..I (/) Z(") (/) 3: ;A) )> m 0 ""IJ_."'C
- 0 0 )> ::<:) l>Z 0 -l Z-< 0 0 GEO l',' *; *-. _ _;,__. ...... G(' SOURCE: FULLER, M. L. , BULLETIN '+94 PLATE I . ' I -". I ;1/ ' 01 J<J..:\JlTHQUAKF; YE:ATCRE S 0 'i'HE 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 BASE FROM MAP OF THE ALLUViAL VALLEY OF M<SSISSt PP1 Ri'tiER BYM!SS!SSIPPI RIVER COMMISSION. 1887 1812 1912, THE NEW MADRID EARTHQUAKE USGS, BULL. 494. EXPLANATION: FAULT PLANE MECHANICS SYMBOLS (WHITE REPRESENTS COMPRESSION AND BLACK RAREFRACTION) 39o ____ __________ ____________ ____ ___ 02o MISSOURI -----ARKANSAS
- SITE 18 3 9 sel 0 30ge 26ci -----l 40 0 38 ' 12 \. KENTUCKY ---' TENNESSEE
_____ .., ll 321)1}10 360 -r-----+-----J-- __ (__ !Jiol)33 29 41 37 42tJ MISSISSIPI ' ' ' NORMAL STRIKE WITH N STRIKE AND 45" E OR W DIP 0 NOTES: REVERSE FAULT WITHE STRIKE AND 45" N OR S DIP NORMAL -OBLIQUE FAULT REVERSE -OBLIQUE FAULT NUMBERS EXPLAINED IN TABLE 2.5 -18 SOURCE; STREET AND HERRMAN, 1974; HERMAN, 1979. ALABAMA I 50 0 -----MILES 1 50 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-72 FAULT PLANE SOLUTIONS FOR SEISMIC EVENTS IN THE REGION OF INTEREST FOR THE PERIOD 1962 TO 1976 LEGEND: 0 *
- NOTt: * *
- MISSOURI * *
- 0
- ARKANSAS *
- PROPOSED MEMPHIS NETWORK TENNESSEE INFORMATION CENTER U.S.N.R.C.
EXISTING MEMPHIS NETWORK TENNESSEE INFORMATION CENTER U.S.N.R.C. PROPOSED REGION OF 8-STATION HIGH-FREQUENCY MICRO-NET SAINT LOUIS UNIVERSITY-U.S.N.R.C. EXISTING STATION. INCLUDING NEW MADRID NETWORK SAINT LOUIS UNIVERSITY U.S.G.S. ADAPTED FROM HERMAN, 1978 AND ZOLLWEG, 1979.
- INDIANA ILLINOIS *
- KENTUCKY 0 TENNESSEE
- 0
- 0 MISSISSIPPI MILES 50 0 50 100 --I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY AN A lYSIS REPORT FIGURE 2.5-73 PROPOSED AND EXISTING SEISMOGRAPH STATIONS WITHIN 200 MILES OF NEW MADRID SEISMIC ZONE MNM e ..:!:; *
- TYS * * * ..:!:; * * * * * * " ** I* * * **
- DON e ..:!:; * * * * * *
- POW
- ARKANSAS
- LEGEND: A STATION EPICENTER
REFERENCE:
ILLINOIS STATE GEOLOGICAL SURVEY, NEW MADRID SEISMOTECTONICS STUDY-ACTIVITIES DURING FISCAL YEAR 1978, P-100. NOTE: ADAPTED FROM HERRMAN, 1978. " ILLINOIS * ' BPIL ..:!:; TENNESSEE I 40 HSIL ..:!:; * " KENTUCKY 0 MILES 40 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-74 REGIONAL EPICENTER LOCATIONS CUMULATIVE EVENTS 01 JUL 1974 TO 31 MAR 1978 MISSOURI ARKANSAS l ____ _ _zooo NOTESt 1. CONTOURS DRAWN ON TOP OF THE KNOX DOLOMITE 2, CONTOUR INTERVAL.1000 FEET KENTUCKY TENNESSEE 00 , I 1 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 STRUCTURE CONTOUR MAP OF THE PASCOLA ARCH FEET +1000 SEA LEVEL 0 -1000 -2000 -3000 ----, , I 't J rt) LrJ z 0 N WEST EMBAYMENT BLOCK I MO. '------ARK. Ill: LrJ Ill: 4. 4. ;; (/) ;; (/) :1 2 (\J (J)Lr..l -z N ...JC) <Xz Q: 0 z z LrJ LrJ oco 1 EAST LIMIT EMBAYMENT OF BENDING TROUGH 0 10 20 30 liii' iiiiiiiiiiirll .. ' HORIZONTAL SCALE IN MILES SOURCE: STEARNS (1973) ZONE 2 rt) LrJ z 0 N Ill: &&I > Ill: &&I &&I 0 0 &&I z z LrJ 1-+ 1000 FEET 0 SEA LEVEL -1000 -2000 -3000 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-76 GEOLOGIC CROSS SECTION OF THE MISSISSIPPI EMBAYMENT MISSOURI ARKANSAS EXPLANATION: (!) LOCATION OF DEEP WELLS NOTES: 1. CONTOURS DRAWN WITHOUT REGARD TO FAULTS 2. CONTOUR INTERVAL 100 FEET 3. KENTUCKY CONTOURS BY H. SCHWALB (1969) TENNESSEE CONTOURS BY STEARNS AND WILSON (1972) ILLINOIS 0 10 20 MILES 30 40 I 1 KENTUCKY TENNESSEE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-77 STRUCTURE CONTOURS ON TOP OF PALEOZOIC ROCKS EXPLANATION: ---STATE BOUNORY -::::::;.sTRUCTURE CONTOUR
- LOCATION OF DEEP WELL NOTES: 1. STRUCTURE CONTOURS DRAWN WITHOUT REGARD TO FAULTS 2. CONTOUR INTERVAL 100 FEET MISSOURI ARKANSAS 0 10 20 Ml LES 30 40 I KENTUCKY TENNESSEE
' Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-78 STRUCTURE CONTOURS ON TOP OF PORTERS CREEK CLAY MISSOURI ARKANSAS EXPLANATION: <::::> ANOMALOUS AREAS FROM PORTERS CREEK CLAY ,. ' ( 'ANOMALOUS AREAS FROM TOP OF PALEOZOIC SECTION ,_ ... *--LINE OF TRUNCATION OF PORTERS CREEK CLAY 0 ..... LINE OF TRUNCATION OF PALEOZOIC SECTION
- LOCATION OF DEEP WELLS ,._ I ,. \ 11' I / I .// / \ / v -KENTUCKY ------------------
TENNESSEE
- TRENTON I 1 10 20 30 40 MILES 89° Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE .2.5-79 ANOMALOUS AREAS FROM STRUCTURE CONTOUR MAPS MISSOURI ARKANSAS 1 I I EXPLANATION:
--MAPPED FAUlT I I ----HYPOTHETICAL FAULT SOURCE: STEARNS: (1973) 0 10 20 MILES 30 40 KENTUCKY 1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-80 STRUCTURE CONTOURS ON TOP OF PALEOZOIC ROCKS WITH INTERPRETIVE FAULT OFFSET MISSOURI ARKANSAS / / 910 EXPLANATION: --tr--MAPPED FAULT -INFERRED FAULT u --* STATE BOUNDRIES NOTES: 1. CONTOUR INTERVAL 100 FEET 2. FAULT OFFSETS ARE INTERPRETIVE MILES -TENNESSEE I 1 A' Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-81 STRUCTURE CONTOURS ON TOP OF PORTERS CREEK CLAY WITH INTERPRETIVE FAULT OFFSET I 1 ,. \ / i". / PADUCAH o \ ', / / \ ... ,, MISSOURI \ \ \ I \ I \ \ I /1 I O'/ I I .Jt "/' 1', I :'/ / \ \ \ \ / _ ----_ "\::..L--...,""'1
- I y/ J(. I ARKANSAS / I I '-l '/ I \.., ..
/ ) / I \ I I I / / /I ,J ,' ( I ' ' \ / / "' / /<§ e TRENTON <' KENTUCKY ---TENNESSEE
+--------------
/_-- 36° ---------' EXPLANATION: -MAPPED FAULT ---*HYPOTHETICAL FAULT SOURCE: STEARNS (1973) , I I \ \ \ \ \ ' MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-82 PLIOCENE AND YOUNGER FAULTS WITH LIMIT OF NORTHEAST TRENDING FAULTS ..,.-MISSOURI EXPLANATION: \ WITH IX OR GREATER 1-0 EPICENTERS OF EARTt(lUAKES '""' K>D IF I ED MERCALL I I NT ENS I i"Y SOURCE: STEARNS (1973) MILES __ ,., --I 1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-83 STRUCTURAL AREAS AND BENDING ZONES AS SHOWN BY STRUCTURE CONTOURS EXPLANATION: +(}QEPICENTERS VII+ ;,:; :*:'-.':*: SAND BLOWS .... .*: ---LIMITS OF NE-TRENDING FAULTS ---LIMITS OF BENDING ZONE 2 {EMBAYMENT TROUGH) -CONTOURS ON TOP OF KNOX ON PASCALA ARCH MISSOURI ARKANSAS -*-EPICENTRAL tiNE OF 1811-12 EARTHQUAKES (FULLER,I912) SOURCE: STEARNS (1973) BELIEVED ( ) TO HAVE ORIGINATED 90 o TO WEST 0 10 20 MILES 30 / / KENTUCKY I 1 _L ______ _ / / e TRENTON ago 40 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-84 FEATURES CONTROLLING LIMITS OF THE REELFOOT TECTONIC STRUCTURE . ; en .., Ci) zo c 0 ::u aJ rTI <r -0 N .. z (JI -J> I -l::u (X) -<rTI Ul , c: z z (/)>z ,,...,... -<:en )>l>-t z :::u )>-<-r-(") -<"0 (/)l>O :;;oozs: 0 l> ?0 z -< ___ MO_. _ _, ARK . l I I I 0 10 "l MILES -@J I ORAN ' t.-.------., 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 El WELLS FROM MILHOUS, 1959 INDICATES EXISTENCE OF U.S. DEPT. OF AGRICULTURE SOIL SURVEY FOR COUNTY E ELEVATION W.L. WATER LEVEL c DEPTH OF CLAY , S I LT SURFACE STRATUM s DEPTH OF QUATERNARY SAND NOTE: MISSISSIPPI AND CRITTENDON COUNTIES(EAST OF CROWLEY'S RIDGE) AND RANDOLPH AND LAWRENCE COUNTIES(WEST OF CROWLEY'S RIDGE) HAVE DETAILED GEOLOGIC AND HYDROLOGIC REPORTS ON THE QUATERNARY ALLUVIUM AQUIFER.
REFERENCE:
STEARNS, R.G., 1974 I I ' I I ! A ;h'l,E BLUFF, ARK. _ ,.. .. ----.............. __ ...... ' ..... ____ _ 0
REFERENCE:
MODIFIED BY STEARNS, 1974 AFTER FISK, 1944(PLATES 6 AND 7) ..
........ ...... _....... ... ... _
rT rNO j'_ ... r,:::t I:I_ -B , ... ---I UATER 1 NARY .... ---.. ....., .. SAND J AND lGRAVEL .......... _ .. --
' ' MARIANNA, ARK. RIVER HORIZONTAL SCALE* MILES 0 2 4 SIKESTON, MO. SIKESTON,MO.
CITY WElL HORIZONTAL SCALE-MlLES 0 5 10 .....
....... , __
,/ CHARLESTON, MO. CHARLESTON, MO. CITY WELL. -----..... ____ .... -A' MEMPHIS, TENN. 300 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-86 CROSS SECTION OF MISSISSIPPI VALLEY QUATERNARY ALLUVIUM MISSOURI ------------
ARKANSAS 0 10 20 30 SOURC£1 STEARNS (1973) MILES 40
- TRENTON TENNESSEE KENTUCKY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-87 BOUNDARIES OF THE REELFOOT SEISMOTECTONIC STRUCTURE
Reference:
Structure on top of Precambrian basement. Prepared by E. Atherton In cooperation with H. M. Bristol, T. c. Buschbach, L. E. Becker, T. A. Dawson, H. schwalb, E. N. Wilson, A. T. Statler, and J. H. Buehner for pub-1 !cation in AAPG Memoir 15. 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 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-88 STRUCTURE ON TOP OF PRECAMBRIAN BASEMENT IN ILLINOIS, INDIANA, KENTUCKY AND TENNESSEE 9011!1 I , I 1-----+
I 1------+ "T1 c: ;u z ITI r V>):>z 11'1-, G') mil ITI c: -l):>m s:CJ) ;u -<::eo ITI )>):>-t O;u Z-<:tl N )> -(JI r-0 o-I -<""'o z V>l Q) Vi):>Q c.o ::u;u ::>OZS:: ITIITI ITI 0 ):> ::>0 z Ch -l -< ITI --;' --........ ( ------......__ ) O>:tJ 0 10 -.co 85::: 0 r 6 ------35° 20 30 40 MILES I 1
_.....,. NOTE: CONTOURS ARE LINES OF CUMULATIVE ENERGY RELEASE FROM HISTORIC DATA PERIOD 1811*1974.
CONTOUR VALUES ARE LDG 10 OF ENERGY RELEASED IN ERGS. LOG 10 ENERGY
- 5.8+2.4 MAGNITUDE; MAGN !TUDE,.. 213 I NT ENS I TY + 1.
SOURCEt I / I / / 0 /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, 2.5-68, 2.5-71. 2.5-12, 2.5-73. 2.5-74, 2.5-77.3. 91° I \\,_ I I TENNESSEE \ 0 10 20 30 40 50 EXPLANATION: FAULT PLANE MECHANICS SYMBOLS (WHITE REPRESENTS COMPRESSION ANO BLACK RAREFRACTION) --0 STRIKE SLIP FAULT WITH TWO POSSIBLE STRIKES REVERSE FAULT WITH E STRIKE AND 45* N OR S DIP NORMAL STRIKE WITH N AND 45" E OR W DiP NORMAL -OBLIQUE FAULT EXPLANATION* 0 $ * --* , . , __ , 0 -.----- -OBLIQUE FAULT EPICENTER, EPICENTER, INTENSITY EPICENTER, AREA OF ST. FRANCIS SAND BLOWS GRAVITY ANOMALY MAGNETIC ANOMALY 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 CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-90 COMPOSITE GEOLOGIC FEATURES AT NEW MADRID MISSOURI ARKANSAS 36°-----t----------r 0 10 ILLINOIS I I \ KENTUCKY \ ,.. ,---, ____ _ cv. \ 0 ' ------y_J I ---------1f--------36° TENNESSEE 20 30 40 50 MILES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAL YSlS REPORT FIGURE 2.5-91 NEW MADRID SEISMOTECTONIC REGION 10 >-a:: ::::::) .... z UJ u a:: UJ Q. "' E .X 0 0 0 1.0 a:: UJ Q. CJ) .... z UJ > UJ 0 a:: UJ m ::> z FAULTED* 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 8 7 i 6 I I 5 4 / v I i .<."<'- 3 I I / " e--, I / v _, ./'! I --::::-/ 2 / / ,',-I v--V/ v; / <;;,'<:. ,-: v "-v/ [/ (./') :;?I / 0 LLJ A...'/ 'V/ ' / / /' 'ii: _I -9 0// 1// / :>.: a /' '7 I I 7 v .c.."-/// I / I 6 l / I l cc /' I LLJ ' 5 lL ("' // / v I I-z // I.J.J 4 /,'/ / ,/ / I I u r/ -I 0... 3 1/ I LLJ I v :::E Ji' I 0 2 If J cc ""'\. ES ON Lt.. ( EOPH\ SICAL LLJ I u z I I <X: 2 I-10 (./') 9 I -e 0 I 7 I 6 I I 5 / II 4 l / I 3 t/ 2 It I' II I -x x X X > > -> > = --MOD IF I ED MERCALLI INTENSITY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-93 NOTES: ATTENUATION OF INTENSITY XII WESTON CURVES ARE BASED ON CALIFORNIA DATA AND ARE FOR COMPARISON ONLY. NEW MADRID EARTHQUAKE DATA BY STEARNS (1972) DECEMBER 16, 1811 1000 '"' ' --j S! * -l-------1 1 ----1 I j I I ---i * ! I I i s I I =ff1
- I I J i I i I I I I 2 A-U') LIJ -' 0:::: LIJ 1-z LIJ u a.. LIJ ::z: 0 0:::: I.J... LIJ u z <( V')
I I i l..l.____L.___jl..____L__l.__L__i._---L.____L__.__.L____.L.__l __ x x > > > = -MODIFIED MERCALLI INTENSITY Rev. OL-0 6/86 SOURCE: STEARNS AND WILSON (1972) UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-94 ATTENUATION OF INTENSITY X I I NEW MADRID EARTHQUAKE FEBRUARY 7 1 1812 JC*>O r-----r----------.------,------ I
- ----------r-------1----1--+
1---+----L-+--T-----; 2 *--t-------1------------+---t----
+-----r----1----, --1t--I
'-t--*----*
I I I i
--j ---!-----r-----+---+--+--t---t---r----r-1
- -1---1---1----
1---_,1_
+-1 -i I -
I I I ! ' I t 1 3---1----*
r----*-----1----x--"'-
1 l i I I II 0 t I ' 2--l--t----
1---+---+----t------,x--:
---+---j I 'I / r4 ; H-g 7 v/ X .,k" /o a z -+---!'----+--+--!lr---t----1 je / 3-l----+---J---+--+! '-+---+---t--t--t--t-1 -r---t----1 --t---1 7 L ---+----i---1----f ,, ij_' IJI I I I if i 1-L __ _!_ __ _l_ __ -L. __ ...J..._...J... __ .....J... __ --L. __ -.!.. __ ___._ __ __._ *---** ----L----0 a:. LL. > > > -= -> Rev. OL-0 X X > MODIFIED MERCALLI I NT ENS I TY 6/86 EXPLANATION: e FEBRUARY 7, 1812 0 DECEMBER 11, 1811 X COMPOS I TE EFFECT SOURCE: STEARNS AND WILSON (1972) UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-95 NEW MADRID 1811-12 EARTHQUAKES ATTENUATION IN THE EAST DIRECTION 'FROM NEW MADRID EPICENTRAL AREA --1/ r/+-1 --1---+-----+ l'---+----J---+--+--++-/-+-i7-+-----t--+-+-+---+--+---+-........-...j --t-t----+----+-----+----+--+-----+---1
- 7. I X MODIFIED MERCALLI INTENSITY a:: w z w u a.. w 0 a:: LL. w u z <! (/) 0 Rev. OL-0 6/86 EXPLANATION:
e FEBRUARY 7, 1812 0 DECEMBER 16, 1811 () COMPOSITE EFFECT SOURCE: STEARNS AND WILSON (1972) UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-96 NEW MADRID 1811-12 EARTHQUAKES ATTENUATION IN THE SOUTHEAST DIRECTION FROM NEW MADRID EPICENTRAL AREA 1000 0 0 9 :: 8 7 6 5 4 3 / 2 / v / (/) _/ 0 LI.J 100 1/ V" :: _I -9 / / ::E: 8 7 / / / v 6 / cr. / LI.J 15 / / 1-z 4 LI.J v (.) I -3 J 0... 1/ v LI.J ::E: 0 2 I cr. lJ.. I LI.J (.) z <( 1-10 :: (/) 9 -8 I I Q 7 I I I 6 ,,' 5 tj ' 4 'I 3 ,, 2 I -x X > > > > = -X -MODIFIED MERCALLI INTENSITY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT NOTES: FIGURE 2.5-97 CURVES SHOW ATTENUATION IN EASTERN ATTENUATION CURVES FOR AND SOUTHEASTERN DIRECTIONS FROM NEW MADRID. NEW MADRID EARTHQUAKES, 1811-12 SOURCE: STEARNS AND WILSON (1972) 1000 0 0 9 !0! I 7 6 ' (./')
- LLJ ....I -3 :::E 2 cr::: [7 LLJ v 1-v z LLJ u -) 0... 0 LLJ 100 / 2 9 I ,..._'\)'/
- E 8 0 7 cr::: .,. ll... 6 I --f ;.---LLJ 5 u rr I I z * <( v v 1-(./') J -3 v 0 2 10 S! > = -> > -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
C\1 In II) ....... 2: u z 0 1-< 0: I..LI ...J I..LI u 0 < 100 10 // / / LEGEND: TRIFUNAC AND BRADY (1975) O'BRIEN AND OTHERS (1977) m MODIFIED MERCALLI INTENSITY NOTE: ADAPTED FROM O'BRIEN AND OTHERS, 1977. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT fiGURE 2.5-99 COMPARISON OF THE INTENSITY I ACCELERATION RELATIONSHIPS OF TRIFUNAC AND BRADY (1975), AND O'BRIEN AND OTHERS {1977) HORIZONTAL COMPONENTS. 0 r I 1\.:) ::J: 0 :0 N 0 z ... )> r < ITI :0 ... (")
- r 0 z 0 0 101 ., ..... ., 101 % u ... c:; s Ill > Q z 0 0 IAI en ..... en IAI % 0 >-!:: 0 0 ..J IAI > 10 9 8 7 6 5 4 3 2 1.0 0.9 0.8 0.7 0.6 0.5 50 40 PERIOD IN SECONDS 0.1 .08 .06 0.04 0.03 0.02 -0.3 0.2 0.1 .oe .oc 0,04 0.03 OD2 N 0 ,., 0 II') 0 (/) Q z Q (.) CD Ill 0 (/) g Q !2 0:: 1&1 G. N ,.,
- ID CD 2 0 0 0 0 0 ID 10 * ..., N ONO:l3S/S3H:>NI Nl All:l013A HORIZONTAL CD ID ..., 0 N z 0 u w ., (/) Q .... z (/) 0 w (.) ...J .., (.) Cll >-u ! Q 0 >-it u z .., LIJ L ::::> 0 LIJ 0:: ... § a 0 8 d N d a ONO:.llS/SJM:INI lfl A.LI:.l01JA VERTICAL Rev. OL-2 6/88 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-101 RESPONSE SPECTRA OPERATING BASIS EARTHQUAKE
.. c c . c c . '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 ....... 0 z 0 u I..U V> ........ 1-u.. ->-1-u 0 .....1 I..U > I..U > 1-<:( .....1 I..U 0::: 0 0 ::::> I..U V> 0... 0.01 0.10 10.00 UNDAMPED NATURAL PERIOD (SECONDS) 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 REFERENCE TOPOGRAPHIC MAPPING PREPARED BY CHICAGO AERIAL SURVEY 4 72 STRUCTURE LOCATIONS FROM SVERDRUP 8 PARCEL AND ASSOCIATES, INC FIGURE SK-101874101 .;:;.. ., I / **-* / ' \ ** IOOC 0 ... LEGEND*
- -e QTP-1 1 ; BORING LOCATION AND NUMBER (DRILLED IN 1972) BORING LOCATION AND NUMBER 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 1000 . 2000 I 3000 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT r1NAL SAFETY ANALYSIS REPORT FIGURE 2.5-104 AREAL PLOT PLAN " 127. 129. 131. 137. 139. 140. 141. 144. 148. 146. 141. LEGEND CONTINUED TRAINING CENTER TECHNICAL SUPPORT CENTER UNDERGROUND DIESEL FUEl STORAGE TANK lA TCHIIAN GA TEHOUSE GAS CYll NDER STORAGE SOl VENT STORAGE TANK ULTIMATE HUT SINK COOLING TOlER NO. (FOUNDATIOH TO FINISH GRADE ONLY) ANNEX BLDG HEALTH PHYSICS CALIIIAATION FACILITY RECLAIMED OIL STORAGE TANK IELL NO. 3 14S. MAJNT. OUI'AGE FACILITY (1) PLANT RAILROAD TRACKS HAVE BEEN REMOVED L (2) This FSAR Figure is only updated to show changes *--that affect boring and piezometer locations. For the current site layout see FSAR Figure 1.2-44. LEGEND --***----**-------SIITCHTARD FENCE PROTECTED AREA FENCE DIIHER CONTROL fENCE GATE PLANT RAILROA0(1) PLANT ROAD BORING LOCA!ION AND HUMBER BORING LOCATION liTH 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 14. SERVICE BLDG. 15, FIRE lATER STORAGE TANKS 16 FUEL Oil STORAGE TANK 17. F I RE PUIIPHOUSE
- 18. COOLING lATER SYST£11 PUMPHOUSE (CIRC & SERVICE) 19. DEMINERAliZED
& POTABLE lATER PLANT 20. COOLING TOlER 21. C02 STORAGE 22. HYDROGEN STORAGE 23. ULTIMATE HUT SINK RETENTION POND 24. PARK lNG-OPERA TIDHAl 25. ULTIMATE HEAT SINK COOLING TOlER NO. I 26. lATER TREATMENT PLANT 27. CONDENSATE lATER STORAGE TANK 28. REACTOR MAKEUP lATER STORAGE TANK 29. REfUEliNG lATER STORAGE TANK 30. OEIIINERALIZED lATER STORAGE TANK 31. START-UP TRANSFORMER
- 32. IIA I H TRANSFORMERS
- 33. UNIT AUXILIARY TRANSFORMER
- 34. ESF TRANSFORMER
- 35. STATION SERVICE TRANSFORMER
- 39. SECURITY BlDG. 40. NWTRAlllATIOif TANK 41. lATER TREATMENT PlANT CONTROl BLDG. 42. SIITCHYARD CONTROL BLDG. 43. IIAIN PERMANENT ENTRANCE 53. SEWAGE TREA TIIENT PLANT 55. OilY lAST£ TREATIIENT AREA 57. OXYGEN STORAGE 12. NITROGEN STORAGE 75. BULK STORAGE 79. STORES BLDG. 116. EQUALIZATION BASIN Ill. COOLING lATER CHEMICAl CONTROL AREA 118. AUXIliARY OIL TRANSFER 119. SPARE IIAIN TRAHSFORIIER STORAGE AREA
- P-16 120. UNDERGROUND DIESEL fUEL STORAGE TANKS 121. ABOVEGROUND GASOliNE STORAGE TANK PIEZOIIETER 122. SECURITY DiESEL GENERATOR BLDG. PS-I *Hs-t PIEZOllflER LOCATION AND 123. SECONDARY ACCESS fACiliTY NUMBER 124. DIESELFUELST'ORAGETANK PLATE lOAD TEST LOCAl I ON ANO NUMBER -----PROFILE LINE 200 0 200 400
.. SCALE IN FEET NOTE: SEE INSERT "A* ON FIGURE 2.5-104 FOR LOCATION OF THIS FIGURE . SVERDRUP l PARCH AND ASSOCIATES.Inc.; DRAWING NO. 8600-l-38 !00 REVISION II; PROPERTY-51 TE lAYOUT COHSTRUCTION FACILITIES AHO LAYOOIIH AREAS PLANT AREA; DAlEO AUG. IJ, 1912. UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-105 SITE PLOT PLAN REV. 14 10/08 0 0: z <>: _J 0. 11'-,Ti::RSC:CT:CN OF F*!'.iSHED P0"J0 N'ITH GRAOING FiNAL GRACE EL840'--P.75e
- y ** II
\ I I\ 'I I'. 0 0 *i_ \.-1.4r<'E1.JP L'r--lE o* Q <;2 z. s *-oi!il ;I 1 POND & t: OUTLET.,
- ?Lao I 1 I I Z E99.56i :SO I LOCATION PLAN 100 SCALE IN BOTTOM OF EL 818' FINISH::D WITH
--FNAL GRADE EL 844' EL.840 E99.182.25 E 99.271.25 E99360. 25 E99.473.25 LEGEND . . 1,'.' /I 1/ I I ) :,!;,, :'//////j,:-' .. /* II, HtS 'l!£'E"TION ""'0N0' /. --r
- J/,11 t BCRII\JG I_OCATiON AND FINAL GRADE VARIES FROM EC. 8<10' TO
--, 1'-6" (i)UMP'ODJ 6 :::JURSC F";L r::::::? / KEY PLAN :-6" .=-:NE :::-!LT-=-.:?. ' -. TYPICAL SECTION NORMA:... ?Cr>..1C. LEVEi._ BOTTO'-" C' PCNO Er __ REV OL-3 6/89 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-106 ULTIMATE HEAT SINK RETENTION POND PLAN AND SECTION c:: z 0 00 z ' >z fJ) v;-"'" r-m O-i -r-r-Cl'l"V l>m -io5 ::o :eo ::t:C-i 1'1 ::or Ul -<-"tJ-<,.. ' 0 r z-,.m o zO .., )>0 .... z:;: z .., -i "0 (i) (/) 0 )> "" z -< -< m< 0 r 6 LEGEND' INDICATES BORING NUMBER y AND LOCATION U.E. PROPERTY LINE \. { /'"" \ FEET NOTE: Unit 2 was cancelled in 1981.
REFERENCE:
SVERDRUP AND PARCEL AND ASSOCIATES, INC,, DRAWINGS SK 102974COI AND SK 102974CO: FOR UN ION ELECTRIC COMPANY \
- 0-26 LEGEND: G ENVIROMENTAL HECTARE PLOT Q-32 TEST BORING PIEZOMETER INSTALI.£0 ON-SITE MINE QUARRY TEST FACE ANO L____:=_j ON-SITE M 1 NE PORTAL LOCATION IT] ON-SITE MINE QUARRY TEST FACE NOTE: SEE INSERT "B" ON FIGURE 2.5-104 FOR THE LOCATION OF THIS FIGURE
- 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
M!SSOU'If STATE '"'lGl-!w'AY DEPARTMENT: GENEP.AL "'IGHWAY CALLN..J;,y CC'J'*TY,
- CiOBER 1, 19/7. ,, ., . ., -:-* . ' . . 2 *
... ... ::# ** ki-A .... .J I MILES ,. . ,, '. *--... *:. Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-109 OFF-SITE QUARRIES LOCATION PLAN BENCH ON TOP OF SNYDER CK, FM. (8't ABOVE TOP Of CALLAWAY FM.) BENCH (25'! ABOVE TOP OF SNYDER CK. FM.) \ I \ \ \ \ \ I \ I \ I \ \ I ().I \ I 1 4 1 I It' I \ I \ t \ \ 0 I I \ \ I \ TOP Of CALLAWAY FM. ' ' BENCH IN CALLAWAY FM. (21' t BELOW TOP) ' ' ' \ I + A-1 VERTICAL QUARRY WALL-----+ A-Z BENCH ON TOP OF SNYDER CK. FM. (9't ABOVE TOP OF CALLAWAY FM.) A-3 + ' ' ' ' ' ' ' \ \ \ I I ' ' ' ' \ ' I I \ I I I J I ,._-+ / _______ , / / <>0 / , TOP OF CALLAWAY FM. +A-4 TOP OF CALLAWAY FM r , r CALLAWAY FM. COVERED WITH 4 TO 8 FEET OF ROCK DEBRIS ' ' ' ' LEGEND: A-1+ NOTE: INDICATfS NUMBER AND LOCATION Of BORING DRILLED FOR THIS INVESTIGATION. BORING lOCATIONS ARE APPROXIMATE ONLY. fIGURE NOT TO SCALE, Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-110 PLOT PLAN-BORING LOCATIONS AUXVASSE QUARRY 8 0 N ... H--;+-N N ... ! I // EDGE OF PIT Tit££ H-9
- DRAWING REFERE-NC-E-,----
---I Tl TLE: HER TENS QUARRY AND BORING LOCATIONS FOR: UNION ELECTRIC COMPANY CALLAWAY PLANT BY: DANIEL INTERNATIONAL DRAWING NO,: FS-X-0072 DATE: 6-22-79 ... ... 0 0 0 ... N ... 8 on ... ... I *'""--N 90,500 - / *r I ! I --------LlLiEI'JO .... J: z>-..:a:: ...JO a.z INDICAltS NUMBER AND LOCATION OF BORING DRILLED OUR I NG MAY AND JUNE 1979 INDICAttS NUMBER AND LOCATION OF BORING DRILLED i.JukiHG APRIL Ahi1 MAY 19T/ NOTL PLANT COORDINATES SHOWN, 100 0 FEEl 200 400 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-111 PLOT PLAN-BORING LOCATIONS MERTENS QUARRY
... A r:: fES: ALL CONTACTS EXCEPT BURLINGTON
- BIJSHBERG AND JOACHIM-ST.
PETER ARE UNCONFORMABLE. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING GETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BOR lNG LOCAl IONS. EXISTING GROUND 0 FEO::T 100 SECTION A-A' 200 A' 860 840 {--820 BOO 1'80 760 740 720 1'00 680 660 640 ..... -.1 II) '-..... 1.1: ! ...., i&l Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-112 SUBSURFACE SECTION A-A' B *.: H$: ALL CONTACT$ £XC!f*1 hRf UNCONfORH)tl E THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INO ICATED ON THE SUBSURFACE PROFILE WERE OBTAI NED BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BOR lNG LOCATIONS. 0 ----1 FEET 100 200 SECTION 8-8' B' Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-113 SUBSURFACE SECTION B-B' c NOTES: ALL CONTACTS .EXCEPT BURLINGTON-BlJSHBtRG ARt UNCONFORMABLf. THE DEPTH AND THICKNESS OF SOIL AND POCK STRATA INDICATED ON THE SUBSURFACE PROFILE I<ERE OBTAIII[O BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. ---ULTIMATE HEAT SINK -----------------------------------1 0 FEET 100 SECTION C-C' 200 c' Rev. Ol-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-114 SUBSURFACE SECTION C-C' .. E L. 845*0 EL. 84QO ACCRETION-GLEY EL. 822.0 TILL EL. 812.0 GRAYDON CHERT CONGLOMERATE EL. 789.0 .::==.;'-=-,- -= f--=, ===-ROCK SECTION X-X 1 EL. 840.0 FILL EL. 835.0 MODIFIED LOESS EL. 827.0 ACCRETION-GLEY EL. 818.0 -----------------------___;::.- ___________ _ TILL EL.810.0 ------------------------------------------------- GRAYDON CHERT CONGLOMERATE E L. 780.0 ____ ... .... -==-------=--..::--r= ... ... RocK SECT ION Y-Y 1 0 10 20 40 60 SCALE IN FEET EL. 818.0 EL. 812.0 EL. 789.0 EL. 818.0 EL. 810.0 EL. 780.0 NOTES 1. SLOPE PROTECTION AND BENCHES NOT SHOWN OR CONSIDERED IN ANALYSES.
- 2. FOR LOCATION OF SECTIONS, SEE FIGURE 2.5-106. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115 ULTIMATE HEAT SINK RETENTION POND SECTIONS FOR STABILITY ANALYSES
...... -.I 11)7'60 .... -.: 7'40 ! N0HS: ALL CONTACTS EXCEPT BURL INGTON-BUSHSERG AND JOACHIM-ST. PETER ARE UNCONFORMABLE. 0 THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. INFORtiATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. 0 I FEET 100 rPOWER BUJCK LOCATION SECTION D-0' ... I o* ...... -.I II) .... !:: -.: § i;j Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-116 SUBSURFACE SECTION 0 0' ...... ! ...... i::: § l.i.l E 860 850 840 8:SO 820 810 800 790 780 770 760 750 740 7:SO 720 710 NOTES: ALL CONTACTS EXCEPT BURl INGTON*BUSHBERG ARE UNCONFORMABLE. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICAHD ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BOR lNG LOCATIONS. ... ,. POWER BLOCK -=-=-===-- SECTION E-E' 1---ULTIMATE HEAT SINK ---11--j...t E' 850 840 8:SO 820 8/0 ...... 800 ...... 790 780 <t <:) i::: 770 § l.i.l 760 750 740 7:SO 720 710 Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-117 SUBSURFACE PROFILE E-E' 11$0 840 820 810 "' 800 1'90 1::: 1'80 § a.:; 71'0 7'60 7'50 1'40 ?20 N NOTES, ALL CO"TACT$ EXCEPT 8URLINGTON*BUSH8ERG ARE 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. '"' 10 0 10 100 ------SECTION N-N* N' Hf) uo uo 810 "' <<J() '<<l ' ,MJ I ! ,NJ '80 no 1'tl() 730 71() Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-118 SUBSURFACE PROFILE N*N* d::50 'l I 8401 830 820 \ I 810 \ h.. 800 t... ?90 < <::1 i:: ?80 t... t;j ?70 760 750 740 730 720 *, *J.
- --'1 ; '_1 , 1 -J (\1 2 0; ;" <) l): l'J *\_ "' N Q: *l) I lq " ;:::::: . ._..,. :;...-... J(t'l .,. -..._ l.:! 1\ *o ,, 'T:::: 'l) 0 "'
>-:'-" 1) 1 I '"T lq j ""' I I t" js r lNG ;;tOuHO *;uRFAC.E "* "' c::.*tl'l. ':0. Cl:) "-*l I I --] I I I I .. I .. ' '-4001f!EC LVESS . " l --' .. I .. J .. ,, . ......, <U , ...... ' " .. ' I ,,-" ).CCR(l !ON IlL EY .. ,, " I" .. 'r " " I .. ---" r-::------- r-::---::-::-= .. ,, " .l-----Ti L 1111 T ll..L ,, ' .. PiPEL;JJE ,. I " r--" I " " " S111() r -I I I I I GRAYDON CHERT CONGLOMERATE GRAYDON I I I J* 9URL!HGTON FORMATiON L I -I I \U$HBERG I I I '-auSHBERG FORMATION I I I I I I I 1 1 'I I NOTES: ALL CONTACTS EXCEPT BURLINGTON-BUSHBERG ARE UNCONFORMABLE. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. INFORMATION ON ACTUAL SOIL AND SHVDER CREEK FORM.\ TION CALI ** 4WAY FORMATION FEET &0 0 60 120 tlxbJ I ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. I " " .. " .. ,. .. CHERT N' I ' ** I :I 830 " . " " " " " " .. ,. 10 " 820 __ :-::---" -------1-,, ........ -,, " *. , .. CONC\.OMERATE BUR\.INGTON FORMATION .. .. "",.. " ' --::=::::::::
810 800 h.. ..... ?90 < <::1 i::: 780 4.1 tj 770 760 750 740 730 72() Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANAL YSJS REPORT FIGURE 2.5-118a SUBSURFACE PROFILE N-N 1 ESW SYSTEM
£ ! 1 m ! 1/# : W' I / l E 99750 E 99 0 U H l R[T[NTfON POND E 9 Z50 r ------1 N 1 I I N 8 8 0 II NOTES: UNIT 2 WAS CANCELLED IN 1981. Rev. OL-0 6/86 UNION ELECTRIC COMPANY !I CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-118b BORING LOCATION MAP ESW SYSTEM E 100, 7!JO 8 ... 8 z H I I I I I 0 "' "' z T 1 T J'i. E.S.W.S. SUPPLY AND\ RETURN /"'PIPES 2A 0 0 0 0 e z --j 1 I I I i / -1 _ __ jJ\l.ll 'i_ DUCT BANK TYPE A 'i. E.S W 5. 'i_ DUCT / SUPPLY AND BANK rn r-1_ I § ... N .. .. .. .. .. .. z z z I I T T T 1 l T I 1 l PLANT DUliNG IHUliiCl:
- I. Tl TL£0: IUILOIIG*FIU AIID llCUILl PLAII POill ILOCI U:* SVEIIOIUI' AIID PUC(L AIIO USDCIUU.IIC.
st. lOUIS , IISSDIIII '01: UNIOII (L(CTIIC COIIPAIIY ST
- lOU IS , IISSOUII OIUINC 110: UOO*I*III)O 101. IU. I DATU: SIPJ. 1. ltll Z. flTltO: IISTtlUfiM
- DIYallS * .arlt YAIIO lOCUIM (.S.I. Sf$lll ": SYl..., 1110 PIICtl Allll ISSDCIITU.IIIC.
Sl. lOUIS. tl SSDIIII FOI: UIIIM lLlCliiC CGIPAIIf Sf. LOUIS. lllSDflll DUfiiG MO: IIOO*l* .. JJI (Q),I(f. J Otl(O: DlC. II,IIJt LEGEND: -*-EXCAVATION PROFILE ! i I I r--_.....1 __ !'
t *-+---
*1--+--------+--+-+-U---..-=F..---fl--+--+------1 L J !
- L *-.-------*-*"'"**
1 i : I ,_.......... 'i.ESWS. I I -.-90 150 210 30 0 30 FEET SUPPLy AND I I : RETURN i' )'! I I L...J I 1--T --,..,------- _ _, PIPE3 2A .,___ I r--__,.... I : ll ' I l I -4.-.i... ___ ()____ __, ,_'i.ESWS SUPPLY '* r PIPE 2A 1 1 / I 1 l 1 I I :1 I " UCT BANK TYPE C 1\ I ' . " "-DUCT BANK 1* ! I i *-----+-H!-+1---*- z, ..---TYPE A 'J I [I T 11 , \Q 'i.Esw.sRETuRN 1 L I l 1 1 II 1 1 1 \ / '-ESWS II . " A"*, --SUPP_Y AND PIP£ lA /"//1 -u.>l'-_ I II\ ' 1.1 RETURN "' "
- RETURN ..t>t.l 0
_ _.______.._____..._...___.L._*-L-l _ PIPE 2A ' '\' " ""'/',PiPE, 28 I I j !I "' >"' -, "-E s WS RETURN c II_..------/"( DUCT BANK TYPE e / '( 2B II '-.A \ ///,/(II I """' £99.750 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-119 EXCAVATION PLAN SHEET I OF 2 Historical 11/10 g 0 8 0 0 .. .. 5: .. N 0 ... 0 ci i t 2 9 z z z z z <i_ DUCT BANK TYPE C LINE 18 G 0 .. N ti .. z E99, 750 E tt 500 E!l!l 000 tiMIIICilf(lfliCU: .. l. I. ltll(l: llllt.ttiiC
- filL ... IACUilL PUll NIU lliCl , 11: SYI-Alii "lt!L M ASSOCUIU, IOC. U. \lUIS. IISSIUII , .. , 11111111 lLICIIIC COIPllf St. LilliS. IUSIUII .......... , IUf*I-IIIH Ill. MW. I 011(1: l(Pf *** 1111 IIIUO: IOSIAlUIIGII
- IUAIU
- lliU Ull liCIII .. I.S.I. SUIII It: SW(IIOIUf' A*D PAIICU ... "stf;UIU, IIIC, $1, \lUIS, IISSOUll lOP: ""' .. llltlllt *""' Sf, lOUIS. IISSIIIII Ol&wi*G NO: IIH*l*IUII Ill. IU. I 11110: ll(. ll,ltll IIIUI: 1111\fiiiC
- flU ... IICVIU PU* lOlii IUIIUl *UJ SIOC &Ill It: Ill-PI "ICI\ ... UIKIAIU, INC. Ill: IIIII .. (UCII" CIIIPAIY II&II*G " Sl. \WIS. 111-1 1111*1-lllU Ill. IU. I OUlD: HC. 11.1111 NOTE: Unit 2 was cancelled in 1981 LEGEND: -*-EXCAVATION PROFILE 30 0 60 120 180 **---... ---FEET UNiON ElECTRIC COMPANY CALLAWAY PLANT Fl A AFETY ANALYSIS REPORT FIGURE 2.5-119 EXCAVATION PLAN SHEET 2 OF 2 Historical 11/10 F Jl.... Q:) (\J (\J I I Q... Q... 860 CATEGORY I COHESIVE FILL 840 820 -.. ...j <t; 800 ..... I-. 780 "' ..... 760 § 740 ...., 720 700 680
REFERENCES:
SVERDRUP & PARCEL AND ASSOCIATES, INC.; ORAYING NO. 860G-X-88139(Q) REVISION 9; DATED APRIL 24. 1976. SVERORUP & PARCH AND ASSOCIATES, INC., DRAWING NO. 8600-X-881i<O(Q) REVISION 7; OATEO SEPTEMBER 13, 1976. TURBINE BUILDING CATEGORY I GRANULAR STRUCTURAL BACKFILL I Q... C) -l't) l't) l't) l't) I I I I Q... Q... Q... Q... AUXILIARY REACTOR FUEL BUILDING BUILDING BUILDING CATEGORY I GRANULAR STRUCTURAL FILL 40 0 P-w;-;;J ELEVATION 632.7' 40 80 120 I I I FEET VERT I CAL EXAGGERATION '2X 160 I l. lHt DC.PII1 THICKNESS OF SOtL AND ROCK STRATA INOICAH:D
- JN Tl1f fXCA,'f,TtON PROFILE WER.E 8V INTERPOLATING B£ TW££1-i BOR l NCS, fNF ORMATION ON 1\f.TUAt.
- >0 ll ROCK CONCI110NS
£XIST5 ONl,.Y AT BORING. LOCATIONS. APH01Ut1AH: G!ZOUND-WATEP. LEVEl INDICATED WAS MEASU"(O SY iN TKf. GRAYDON CHEKT CONGt.OHERAH, OURINC DECE:Mf!fR. 1:f7lj, PRIOR TO CONSTRUCTION. THE LEVEL .JAS PR,GBABL'i ALTEP.fO IN THE AREAS OF :l[lP EXCAVATIONS.
- . TYFICAL FILL f>ID BACKFILl GEOMETRIES ARE SHOWN. 5UBSTITUTiuN JF MATEeiAlS
>'ill HAVE BEEN PERFORMED DURING CONSffiUCTIDN. SH SE.CTI iN L.5.4.).4. -...:;. I Q... RADWASTE BUILDING DRUM STORAGE BUILDING CATEGORY I GRANULAR STRUCT FILL CATEGORY GRANULAR STRUCT. KFILL "":) I Q... MODIFIED LOESS F* 860 840 820 800 -.. ...j II) 780 ..... I-. ...., 760 740 <::) i::: ...., 720 700 680 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-120 EXCAVATION PROFILE F-F' G (5 It -..;:. l't) (() I I Q.. Q.. 860 I UHS RETENTION POND 840 820 " -.I <I) 800 ' ..... I.( 780 ..... 760 ..... ..... 740 720 700 680
REFERENCES:
SVERDRUP£. PARCH ANO ASSOCJATES, ORAW!NG NO. 8bOO-X-88133(Q) REVISION 7; DATED MAY 14, 1376. SVERDRUP & PARCH ANO ASSOCIATES, INC., DRAWING NO. 8600-X-882)/(Q) REVISION 2; DATED F"EBAUARY 16, 1977. z 2 .... lrl VI :!!!: ¥ 1.1.1 a:: Ill (i) I Q.. 3 I Q.. 40 0 5-.J NOTES: z Q .... u ¥ 1.1.1 VI 0 z 0 a:: ¥ < 1.1.1 a:: Ill 40 80 I I FEET ESWS TRENCH (SEE NOTE 4) 120 I VERTICAL EXAGGERATION*2X
- 1. THE DEPTH AND THICKNESS OF THE SOIL AND ROCK STRATA INDICATED ON THE EXCAVATION PROFILE WER[ OBTAINED BY INTERPOLATING BETWEEN BORINGS WITH OCCASIONAL 160 I MODI FlCATION BY DATA FROM GEOLOGIC HAPPING. INFORMATION ON ACTUAL SOil AND ROCK CONDITIONS EXISTS ONLY AT BORING LOCATIONS ANO MAPPED EXCAVATION SURFACES.
- 2. APPROXIMAfE GROUNDWATER LEVEL INDICATED WAS MEASURED BY PIEZOMETERS IN THE GRAYDON {:HERT CONGLOMERATE DURING DECEMBER, 1974, PRIOR TO CONSTRUCTION.
THE GROUND-\JATER LEVEL WAS PROBABLY ALTERED IN THE AREAS OF DEEP EXCAVATIONS. ). TYPICAL f'ILL/BACKFILL SECTION SHO\JN SOUTHEAST Of UHS COOLING lt -....:. 1\.. CATEGORY I '! STRUCT. Q.. DIESEL GENERATOR BUILDING AUXILIARY BUILDING TOW£R L SE£ f'IGURE 2S-lZ3 FOR. TYPICAL EXCAVATION PROFIU: K-K 1 OF ESWS PIPES WEST Of 111£ COOLING TOWER. 4. SH r!GURE 2.5-123 FOR. TYPlCA! EXCAVATION PROFILE
- 5. !YPICAl FILL AND BACKFILL GEOMETRIES ARE SHOWN. SUBSTITUTION
(:f MATERIALS MAY HAVE BEEN PERFORMED OURtNC CONSTRUCTION. SEE SECTION 2,5.4.5.'** REACTOR BUILDING TO 205.0 1 DEPTH ELEVATION 632.7 CIRCULATING WATER SYSTEM PIPES S BEDDING G* 860 840 820 800 780 760 740 720 700 680 " -.I <I) -..;; ..... I.( ....: § i.:l Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-121 EXCAVATION PROFILE G-G' H 830 ..... 820 ..j II) '-..... 810 1.( 800 i::: 790 '-'I ij 780 770 760 REFERENCES' SVERDRUP & PARCEL AND ASSOCIATES, INC ; DRAWING NO. 8600-X-88276(Q) REVISION 1; OATEO FEBRUARY 16, 1977. SVERDRUP & PARCEL AND ASSOCIATES, INC.; DRAWING NO. 8600-X*88277(Q) REVISION 2, DATED FEBRAURV 16, 1977. cy :..::2 <ll-wu o:w lllUl I Q.. I UHS COOLING TOWER N0.2 '5 C) a: -...;; I I Q.. Q.. I I ESWS PUMPHOUSE 40 0 40 80 120 160 I I I I FEET VERTICAL EXAGGERATION AX "f0HS* 1. THE DEPTH AND THICKNESS OF SOIL AND ROC!< STRATA IN01CATEO 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-I Q.. I DITIONS EXISTS ONLY AT BORING LOCATIONS ANO MAPPE:'I £XCAVATION SURF/\C£5.
- l. APPROXIMATE GROUiiOwWATER LEVEL INDICATED WAS MEASUR£0 8Y P!UOMETERS IN !Hf: GRAYDON CHERT CONGOLMEAATf DURING DECEMBER, 1974, PRIOR TO CGNSTRUCTIOt-i.
TttiS GROUND-\ofATER lEVEL WAS PROB.II..BLY ALTER[D IN THE AREAS OF THE DEEP EXCAVATIONS. Ot.PTrl TO TOP or* GRAYDON CHERT CONGLOMERATE INDICATED 81' B0 1 UNf; P-88 WAS NOT SUBSTANTIAl£{) IN TH£ UHS COOLING TOWER 2 EXCAVAT!O!< fEATURE WAS PROBABLY A X!NOR DFPIU:.SSION.
- 4. TYPICAL FILL AND BACKFILL GEOMETRIES ME SHOWN. SUBSTITUTION OF MAITRII;LS MAY HAVE BEEN PERFORMED DURING CONSTRUCTION SEE SECTION ..... z -z :..::2 <(I-";) wu Q:W allll Q.. '-! Q.. I UHS COOLING TOWER NO.I 5. UNIT 2 WAS CANCELLED IN 1981 H' I FILL 840 830 820 810 800* 790 780 770 760 : -...J II') '-..... ...... i::: '-'I ij Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-122 EXCAVATION PROFILE H-H' J FINAL GRADE ...... 840 -..i Vj -.;;:. ..... 830 1.( 820 i:: 810 800 L FINAL GRADE """: 840 -..j <I) '-830 ..... 1.( 820 C) i::: 810 800 RE F£RENC£S
- SYUDIUI' l P.lACll 1110 ASSOC:UfU.
INC l>>tlltN(O NO. IUO*l-IUH(O} ltUlStON J: OU£0 O(C tt. lift. SYUDM.!P l Pl1tC£l lHO A$SDCU1U. INC. ORAfiNC: NO. U00-1-IU11t0> IUJSION 2. OUU Dlt 1l.ttrt ESWS DUCT CATEGORY I BEDDING MATERIAL ORY I BACKFILL o:t 0'1 I 0.. 0 I 0.. TOPSOIL J' 840 ...... -..i Vj 830 '-..... 820 1.( 810 i::: § 800 L' ....... -..j Vj '-..... 820 C) ....... 8/0 ..... ..J 800 40 0 NOTES: ...... -..j (l'j ..... ....... C) i::: 40 80 120 160 I I I FEET VERTICAL EXAGGERATION AX 1. fHE DEPTH /\tiD THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE EXCAVATION PROFILE WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS, INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS EXISTS ONLY AT BORING LOCATIONS. 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 LEVEL WAS PROBABLY ALTERED IN THE AREAS OF DEEP EXCAVATIONS.
- 3. ll'PICAl Fill AND BACKFill GEOMETRIES AAE SHOWN. SUBSTITUTION OF MATERIAlS MAY HAVE BEEN PERFORMED OUR!Nf. CONSTRUCTION.
SH SECTION 2.5)L5)*4. UNIT 2 WAS CANCELLED IN 1981 K K' ...... 840 840 '....i -..j 830 830 ..... ..... ..... 820 820 APPROXIMATE BOUNDARY M CATEGORY I COHESIVE FILL M' FINAL GRADE 840 LIMIT OF UNIT I 830 CONSTRUCTION BACKFILL 820 810 APPROXIMATE TOP OF GRAYDON CHERT CONGLOMERATE FROM TEST BORINGS ...... -..j 840 (l'j ......: ..... 830 " 820 /.,;. C) i::: UNIT 2 E$1$ DUCT 810 BANK AND PIPES (TO BE ABANDONED) STABILIZED BACKFILL CATEGORY I (BEDDING) COHESIVE FILL Rev. Ol*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-123 EXCAVATION PROFILES J-J', K-K', L-L AND M-M' 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. PANORAMA OF UNIT 1 POWER BLOCK EXCAVATION; VIEW N 25° E TON 45° E; APRIL,1976 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-124 UNIT I EXCAVATION TYPICAL PHOTOGRAPHS TYPICAL UHS RETENTION POND SLOPE; AREA SHOWN IS ABOVE BENCH ON 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 n* E. 99.l .. .. .... 0 *** ..1 '" Q ... ;;: c; 0 ll TIO H8A l(C£NO: *0 '" Of ,, "' '21 zl M ,,, .-rap OF' 'iLOPE A £)(PLANA fiCNl lOCATION Of SUO'It:YEO STATION ro* or SlOI'{ IOl"TOtl Of SlOI'£ CONTACT UM(N UNITS OR IN SLOP( APPft.OXIAAT'E C.ONTA.CT lOCATfON Of TtH '" p , .. ... 0Gcc p E 0 '" ror Of SLOI'£ (DC[ Of HOkllONJAl BUtCH) aonM or stof'£ (oun* [Ot( Of UOIUlONTAl IOftH) CR.AYOON CHUT CONClOf1£1\*TE fRAC.t1£NTS IN TILL .-OfUlOUTA.l Pc[N(H CUT IN A((f!;( f ION*CUY rouo aOrtoH TOP Of SLOPE 'I I E S w s PIJMPHOUS MOO triED LOOS E' PLANT ;f / / / lOP SL:P£ I ,v 0 r I SEE TEXT FIJR COHEStv* COI<(SIVF. ACCA£TH)N FILL APPARENT M A EXPLANATION) 50 ,.. ... ..1 ... FEET '" 0 50 OVERFLOW .., " OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT AFETY ANALYSIS REPORT FIGURE 2.5-125a DETAILED SLOPES GEOLOGIC MAP AND BOTTOM UHS RETENTION POND 0 0 0 "' 0 "' 8 .... "' "' 0 6 6 6 2 Q Q Q z z z z I I UHS COOL lNG TOWER *t:l 8107 ESW aw*a GlOW I PUMPHC 0W2EJj 0 aw2 i l 8W8 i I {\ {\ l I l I" n ;:Y.:( SfltV(JUII('l St.V(JUIII(S -UHS RETEN ION POND 8M6 0 l. scor< ,. IH 14 I .U.Il{*\,111' I'll'( SP\<<S" l0H( .lhO .._ 8M 10 IU( .. OHI) OW$$ Dew$ ow3Gl Dow* ow*(i) ----0 ... .... _ "' "' z E.'HI,750 E.99,!100 s r1ucYV"'£ 8 .. r-CUt.\'Utf [.99,250 f-----.1 Dewl - £.99,000 LEGEND: H . UHS AREA EXCAVATION SLOPES o 1"' MOVEMENT I'()NU11ENT LOCATION AND NUMBER eowt OBSERVATION WEll LOCATION AND NU/18ER NOTES: .1. COORDINATES SHOWN ARE PLANT COORDINATES, 2. BH tO IS ON TOP Of MAKE-UP PIPE HEADWALL. DRAWING
REFERENCES:
- 1. TITLED: BUILDING-Fill AND BACKFILL PLAN SHEET ULTIMATE HEAT SINK BY: SVERDRUP AND PARCEL AND ASSOCIATES, INC. FOR: UNION ELECTRIC COMPANY ST. LOUIS, 111SSOUI:I DRAWING NO: 6600-X-68275 (Q), REV. DATED: . FEBRUARY 15. 1977 2. TITLED: UHS RETENTION POND PLAN ANO SECTIONS BY: BECHTEL, GAITHERSBURG MARYLAND DRAWING NO: C*U!Ol (Q), REV, 4 (UNO) FEET 100 0 100 ! Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-125b UHS AREA PLAN SOIL CLASSIFICATION CHART MAJOR DIVISIONS COARSE GRAIN£ 0 SOILS MOlt£ TWA II! 50 ./6 o* IIIAT(I"AL IS uuu TIUN ** IOO St[Y( StZt: FINE GRAINED SOILS MOlt[ THAN 10 *;. 0' MATI:.IAL.
IS 1J!AU..U fMAN IiilO 200 IIIV( Stl( GRAVEL AND GRAVELLY SOIL$ MOlliE Tt4AN 0' COAIII$( ,'1:44'* TION !.&.!.!.!..PJU Olrt NO 4 St(VI SAND AND SANOY SOILS IIIOIU: Tt4AN 50"1. o* TION ** COAAU tAU.l!!ll 511Vt: SILTS AND CLAYS SILTS AND CLAYS .... ,. CLEAN H.ITTt,.( OR AIO ,IN(S) CLEAN SAND (L.ITTl£ ** ** NlS SA NOS UIOutr;T o* FfHfS I LIQUID liMIT i..W TWAN SO LIQUID l,tiiiiT i!tlATlJt TMAN $0 HIGHLY ORGANIC SOILS NOTES: DESCRIPTIONS GW o* GP POOiltL 'I'-GtUO£ D Gill AY(L S, Gill AVE!., SANO MtJITUR[$, LI'I'H.E OA NO 'tN£5 Sllf'f GAAY(l s. GfU.V£L *SAND* GM SILl YU:TUft£5 GC C:LAT(Y GJt.t.V[L 5, GIIAV(L* CLA.Y sw WELL* GIU0£0 SAiriiOS, GltAV(I.L..'f' SANDS, LlTfl[ Otlt NO ftN[S SP "00111L.'f
- GIUD£0 S.U .. OS, GfUV(I.L't' l.lTTL£ 0* NO FIN($ SM SII,.'!'Y SANDS, SA .. O*StLT MIII:!I.HI:£5 sc ML CL OL MH OH PT INOaG4NlC
$1l TS ANO ;,(.Y ,.Ut[ 5AN05, !ltOCI( FL.OU", S!LT't oa CLAV(Y r!N[ SANDS o* CLA'tt'f' SILTS WITN SLIGHT PLASTICITY INOJIGAIIIl( CLAYS Of' LOW TO W[t)IUM PLASTICITY, GIUV(ll.Y CLA'f$. SAJfO'f C\.4'fS, $11. T'f CLAY$, t..(4N (:LAY$ OaGANIC Sit. TS ANO O*GANlC SILTY CLAYS 0,-LOW fllASTICIT'f I"'ORGA"'IC SILTS, WICAC:EOUS o* OIATOMAC[OU$ fiN( SANO o* SILTY SO!t.S Cl ATS ., 'LASTIC!t'f, ,.T CLAYS ORGANIC CLAYS ., W(OIUM TO HIGN PLA$TICh, o*G.t.IIIIIC: SILTS P(AT, HUMUS, SWAMP SOil$ WITI-f HIGH OlltGANIC C0frf't£HTS 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. VERY SOFT SOFT M£01UM STIFF STIFF VERY ITII'F HARD COHf:SIV[
SOILS (APPROXIMATE SHEARING STRENGTH IN KSFI LESS THAN .2, 0.25 TO O.S 0.5 TO 1.0 1.0 TO 20 2.0 TO *. 0 GREATER THAN 4.0 COHESIONLESS SOILS VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY OENSE THESE ARE USuALLY BASED ON AN TION OF SOIL SAMPLES, PENETRATION ANCE, AND SOIL DENSITY DATA GRADATION CHART PAIITICL£ SIZE MAT£11/AL SIZ£ LOWER LIMIT UPPER I,.IMIT llf\.i..tMfTERS SIEi£ Stl£* IIILLIM( TER5 St£vE s*Z£* SAN(J FINE . 074 *zoo* 042 .. ., . M(OtUM 042 ** o. z.co **o
- COARSE z.oo **o* 4.:"6 *** -GUVEL Fill[ 4 76 **
- 191 314" *
,,, 3/4*** 762 3 ... :OB&i..E!i 762 , ... 304. 3048 12. 114.4 , ..
- U S. S T.\NDAIIO
- CLEAA SQUAll[ OPENING$ PLASTICITY CHART LIOUIIJ LIMIT I() zo 40 50 60 70 80 90 100 v CH .$?' v I !/ IV ..J
- CL / v MH 6 OH / ML ,., 10 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-126 UNIFIED SOIL CLASSIFICATION SYSTEM KEY TO TEST DATA SHEAR STRENGTH DEFINED AS ONE-HALF THE PEAK AXIAL COMPRESSIVE STRESS IN PSF DETERMINED BY TRIAXIAL COMPRESSION TEST OR ONE-HALF THE AXIAL COMPRESSIVE STRESS AT 10 PERCENT STRAIN, WHICHEVER OCCURRED FIRST. STRENGTH DATA PRESENTED FOR ROCK SAMPLES ARE UNCONFINED COMPRESSIVE STRENGTHS (UC) IN PSI. 90o/o PERCENT RECOVERED INDICATES TOTAL AMOUNT OF CORE RECOVERED FOR EACH RUN, EXPRESSED AS A PERCENTAGE OF THE TOTAL LENGTH OF THE CORE RUN. RQO ROCK QUALITY DESIGNATION A MODIFIED CORE RECOVERY PERCENTAGE IN WHICH ALL THE PIECES OF SOUND CORE OVER 4 INCHES LONG ARE COUNTED AS RECOVERY.
THE MODIFIED SUM OF CORE RECOVERED IS EXPRESSED AS A PERCENTAGE OF THE TOTAL LENGTH OF THE CORE RUN. SYMBOLS FOR SHEAR STRENGTH TESTS TX /CU TX I Uu CONSOLIDATED-UNDRAINED TRIAXIAL TEST UNCONSOLIDATED-UNDRAINED TRIAXIAL TEST /PP PORE PRESSURE READINGS TAKEN /SW SAMPLED ALLOWED TO SWELL DURING SATURATION UC UNCONFINED COMPRESSION TEST (3000) CONFINING PRESSURE IN PSF FOR TRIAXIAL TESTS LL,PL,Pl INDICATES ATTERBERG LIMITS: LIQUID LIMIT, TX/OY RES c SA PERM X-RAY (H) COMP EXP SHOCK PLASTIC LIMIT, AND PLASTICITY INDEX (FOR C-SERIES ONLY) SYMBOLS FOR OTHER TESTS DYNAMIC TR lAX IAL p PETROGRAPHIC EXAMINATION COMPRESSION TEST RESONANT COLUMN TEST E MODULUS OF ELASTICITY CONSOLIDATION TEST R MODULUS OF RUPTURE SIEVE ANALYSIS qu UNCONFINED COMPRESSION PERMEABILITY TEST X-RAY ANALYSIS HYDROMETER ANALYSIS COMPACTION TEST EXPANSION TEST S HO C KS C 0 P E T EST KEYS TO SAMPLES INDICATES THE OF BLOWS REQUIRED TO DRIVE A DAMES AND MOORE TYPE U SAMPLER OR A STANDARD SPLIT SPOON SAMPLER, ONE FOOT OR LENGTH INDICATED. WEIGHT OF HAMMER AND LENGTH OF DROP IS SHOWN ON EACH BORING LOG. 13 I INDICATES DEPTH OF SAMPLE OBTAINED WITH DAMES AND MOORE TYPE U SAMPLER (3.25 11 O.D., 2.42" I.D. SPLIT SPOON SAMPLER) I INDICATES DISTURBED SAMPLE. 0 INDICATES DEPTH OF SAMPLING ATTEMPT WITH NO RECOVERY. INDICATES DEPTH OF SAMPLE OBTAINED WITH STANDARD SPLIT SPOON SAMPLER {2.00 11 O.D., 1.38 11 J.D.). m INDICATES DEPTH OF SAMPLING ATTEMPT WITH NO RECOVERY. m INDICATES DEPTH OF SAMPLE OBTAINED WITH HYDRAULICALLY PUSHED SHELBY TUBE (3. 0 11 0. D , 2. 9 1' I. D.). m INDICATES DEPTH OF SAMPLE OBTAINED USING PITCHER SAMPLER (3 11 O.D., 2.9" I.D.). NOTES ELEVATIONS PEFER TO U.S.G.S. DATUM (MEAN SEA LEVEL). MISSOURI STATE PLANE COORDINATES (CENTRAL ZONE) ARE SHOWN ON EACH BORING LOG. 5o/o VUGS INDICATES THE ESTIMATED RATIO OF VUGGED CORE SURFACE AREA TO TOTAL CORE SURFACE AREA. BOTH OPEN AND F'LLED ARE INCLUDED IN THE VUGGED CATEGORY. BEDDING TERMINOLOGY THINNLY LAMINATED LAMINATED THIN BEDDED MEDIUM BEDDED MASSIVE BEDDED LESS THAN 1/4 INCH 1 I 4 I N C H TO 2 I N C HE S 2 TO 6 INCHES 6 TO 12 INCHES GREATER THAN 12 INCHES THE DISCUSSION IN THE TEXT IS NECESSARY FOR PROPER UNDERSTANDiNG OF THE NATURE OF THE SUBSURFACE MATERIALS. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-127 KEY TO LOG OF BORINGS DRIVING OR PUSHING MECHANISM NOTE, *HEAD EXTENSION" CAN 8E INTROOUCEO BETWEEN "HEAD" ANO "SPUT BARREL" SPLIT BARREL (TO FACILITATE REMOVAL OF CORE SAMPLE) BIT VALVE CAGE SPACE TO RECEIVE DISTURBED SOIL CORE*RETAINER RINGS (2-112" 0.0. BY t* LONG) CORE-RET oi.INING 11,---- ERING RETAINER PlATES (INTERCHANGEABLE WITH OTHER TYPES) FOR SOILS DIFFICULT TO RETAIN IN SAMPLER U. S. PATENT NO. 2,318,062 ALTERNATE ATTACHMENTS SPLIT Boi.RR LOCKING RING SPLIT FERRULE CORE*REToi.INING DEVICE 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 Sl/RF'ACE ELEVATION 8015 COORD I NATES: X = 7094 73.0 y = 1069780.2 0 0 1-UJ X &:3 UJ 0 4 5 0 2 5 6 7 TEST PIT COMPLETED AT 4.5 FEET ON 9-11-73. A PLATE LOAD TEST WAS PERFORMED AT THE BOTTOM OF ALL TEST PITS. WET DENSITY AND MO !STURE CONTENT OF THE GRAYDON CHERT CONGLOMERATE WERE DETERMINED TEST PIT 3 SURF'ACE ELEVATION 804.6 COORDINATES: TEST PIT COMPLETED AT 6, 0 FEET ON 9-14-73. A PLATE LOAD TEST WAS PERFORMED AT THE BOTTOM OF THE TRENCH. WET DENSITY AND MOISTURE CONTENT OF THE GRAYDON CHERT CONGLOMERATE WERE DETERf11NED. Rev. OL-0 6/86 1-UJ UJ 2 1.1... X 1-3 0... UJ 0 4 50 5 0 2 5 6 50 7 TEST PIT 2 Sl/RF'ACE ELEVATION 800.9 TEST PIT COMPLETED FEET ON 9-13-73. A PLATE LOAD TEST WAS PERFORMED AT THE BOTTOM Of THE TRENCH. WET DENSITY AND MOISTURE CONTENT OF THE GRAYDON CHERT CONGLOMERATE WERE DETERt'> I NED. TEST PIT 4 SURF'ACE ELEVATION 803.9 5 FE A PLATE LOAD TEST WAS PERFORMED AT BOTTOM OF THE TRENCH. WET DENSITY AND MOISTURE CONTENT OF THE GRAYDON CHERT CONGLOMERATE WERE DETERMINED. UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-393 LOG OF TEST PITS-TPl, TP2, TP3, AND TP4 SHEET 1 OF 1 EL 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 ..,:
- ' ui CD ..J )o .... c;; z "' 0 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 0 5 10 15 20 150 r-----r--ooooT----____;;,.;;-----r---__,;;T""- ___ ...., 25 .,.: 120 1----------+--------.... u; z IIJ 0 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 ..,:
- i " cri CD ...J ... iii z LIJ 0 II 0 0 ,V ""
______ 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 I 0 15 2 0 25 ....,: 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 I 0 15 2 0 25 ..,:
- 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 .08 PRESSURE lN LBS ./ SO FT 0 0 2 0 0 0 0 0 0 s 0 0 0 0 0 0 J 0 0 "' 0 0 0 2 0 0 "' .. I l !'( 0 0 0 0 0 "' "' 0 , I I I I I l I ! I I BORING cs-4, DEPTH 14.0 ,,L r--..if;...;..........._ l ELtVATJON: 821 FEET r "--!' J4i---GRAY CLAY WITH TRACE OF SILT AND +---+----ic----1-+--. ---..... ................. 1\.1\ FINE SAND (ACCRETION-GLEY) I' ORY DENSITY: 107 PCF MOISTURE CONTENT: 19.61: 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 0 0 <t 2 :il 0 0 2 :il 0 2 "' Q <t "' Q <t Q I I ! I I I I I i "" ! ! I " "!b.. ! I i I ! i'-..... "" I o......................_ 'r---. r t--r. "\ );! 1\ s ' i'E r--.-.1'-\ .10 r--., \ 12 BORING P-5. DEPTH, 12.2 FEET I "i'-1\\ ELEVATION, 830.9 FEET I ' MOTTLED REDDISH-BROWN AND GRAY .14 b-------;1-- SILTY CLAY WITH SOME F I NE SAND '---+--+---t--!-+-+++----l----f----+"..,.__+-\f-4---H (ACCRET ION*GLEY) ..... 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 .--------------------------------., .* ..,. 0 Q 0 02 04 06 <: oa o, 10 12 14 16 PRESSURE IN LBS /SO FT 0 0 0 2 g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;;; 2 :5 2 0 0 g 2 0 0 Q "' .,. Q .,. "' Q *! I I 11 1 -o-o. 1'--o...._ I I 1'--o-l I i'--"' I I I 0 i I I 1',... I I N I I I I l ! II i I I I I I I I I i I ! I I l II I I I ['....... r--......1"--- I 1'-- I r--I J-o...r--..... I t-r--r--I I t 1--o-I : I I BORING P-5, DEPTH, 17.0 FEET ELEVATION, 826. I FEET GRAY SILTY CLAY WITH SOME FINE SAND (ACCRET lON-GLEY) DRY DENSITY' I 09 PCF MO !STURE CONTENT, 17.2% SAMPLE OBTAINED WITH PITCHER SAMPLER I I 1111111 I I I -r-c: I ! I I *-I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-401 CONSOLIDATION TEST DATA LBS / SQ FT o O 0 0 0 0 g g g ,3 g PRESSURE IN g 2 2 Q ['(n: I l __ 1 1 II I
- l i II i I ! ! I I : I l-----+--+--t-t-+t-H--t----t--+---11f----+--+-H-t-l
---0 i I I I I\ 02 04 0........ 06 I I I I I 1 ! I ! I I I I II! \1 I i\ 08 .I I BORING P-5, DEPTH, 22.D FEET 10 f--------ji-- ELEVATION, 821. 1 FEET I I'IJTTLED REDDISH-BROWN SILTY CLAY WITH SOME FINE SAND (GLACIAL TILL) DRY DENSITY, Ill PCF I'D I STURE CONTENT: 18,6% SAMPLE OBTAINED WITH PITCHER SAMPLER 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 0 0 0 .02 .04 X \ "' w X u .06 :;!; ;t;. .08 .10 .12 .14 .16 PRESSURE IN LBS / SQ FT 0 0 J 0 0 0 0 0 0 0 0 0 _) 0 0 2 0 0 0 0 0 0 0 0 0 0 0 C) 0 "' 0 0 0 0 N 0 0 2 :i\ 0 g 2 :i\ Q "' "' 0 "' Q "' "' ' I II : I II I 0 I I I I I l j I I: I t<'aoh. I I I v ..... ...., i \ I i I I ........... I I I I I I '"" 1\ I 0 r-...., \ I I I r-I I I I I '-... \'I I .......... t'---r---I i ! I 1"-r-. ! [\I I I 1 I .. \ ! I I I ! I I \I I I BORING P-5. DEPTH: 30.2 FEET J I II I ! I I ......... ELEVATION, 812.9 FEET ........ REDDISH-BROWN SILTY CLAY WITH SOME SAND (GLACIAL TILL) : DRY DENSITY: 115 PCF MD I STURE CONTENT: 14. ll' SAMPLE OBTAINED WITH PITCHER SAMPLER ------ I I jl !Ill I I 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 0 Q 0 .02 .04 .06 08 10 PRESSURE IN LBS. / SQ FT g 2 0 0 0 0 0 0 0 0 0 "' " "' 0 0 0 Q 0 0 2 0 :> 0 0 () 0 g g " " "' II I I I I : i 1 I i ill 111 1 II II . Nl ill I i II lit I I i\1 11 0 0 <t f-----+-BO-R-*1-N+G -P--+6 -1 1-+14 -+-++1
- --+1--+-liH--\HI
!H ELEVATION, 832.5 FEET ' ! I : Jl\1 I GRAY SILTY CLAY WITH TRACE OF . ___ i"--L L_1 FINE SAND (ACCRETION-GLEY) II' i ' . DRY DENSITY: 110 PCF I I i I CONTENT, 17.3j' I I I ' I '* .... , S4MKE OBTAINED WITH PITCHER SAMPLER I I I I N 16 ..l..-.1.....1-1 J....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 0 g 8 g g g g g 8 2o " 0 0 0 0 0 0 0 " "' 0 z Q 2 2 2 !! 'ilmlll I 'o, I I J 02 1---+-1
r---+--,lt--t-
!1-r-t-:1
- 1. -+-t--i\ I I I i I ' I 04 1----+---+-+-tl -HI -++1 f----1
+---ti---*--+1--t-i-i---j I --i ! i: ! [\I 'i: i 08 1----+ 1'- i ,---+--++1 +--1 +I -+-, +1-+-t-1+-ll ht I I! I : il I
- 1 ... : 1 1',: BORING P-6 OEPTHo 25.0 FEET I I jl I f I
\ 12 ,______ ELEVA T 10';, 821
- 8 FEET --+' --+' ---+-++' ++i--------f-""""" BROWN AND GRAY SILTY CLAY WITH SOME ! II WI __,__j_!\__,_, ' '. ! SAND (GLACIAL TilL) J I I ,-ro I '
- ' ,
- 1 1 i SAMPLE OBTAINED WITH PITCHER SAMPLER ' I : I .. 1 1111
+ r Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-406 CONSOLIDATION TEST DATA .02 J4 PRESSURE IN LBS / SQ FT 0 0 ::.> 0 0 0 0 0 ?.0 0 0 0 ,.. ¥ g 0 0 z 9 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-407 CONSOLIDATION TEST DATA 0 0 2 PRESSURE IN L BS / SQ FT 0 0 0 0 0 0 0 0 0 "' .,. "' 0 0 0 2 0 0 2 0 ll! 1---1 .. I IIIII!' I !II -+-"1--,. 1 1 1 : 02 --I I I i i I I I Iii{ I, : i : 1 1 ........... I ! I I 'h I I I ,, : IiI ' . I *. : ! I ....... I I I I '\. ! I I ! I I I ll '\. I l I l I ! l i I ... , 1111,1 N'lliil I ............. i i I I I I I I !'--......_ I I i \i I l I i BORING P-6, DEPTH: L.o FEET
- l \I I I 12 !---+ELEVATION, 812.8 FEET I BROWN AND GRAY SILTY CLAY WITH I II..............
I I I SOME SAND (GLACIAL TILL) I ............. I 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 ' ! Ill II
- I II Ill i \
1' I l BORING P-12, DEPTH: 36.5 FEET I"' . ELEVATION: 813.6 FEET MOTTLED REDDISH-BROWN AND GRAY SILTY 12 1---Y 1 GLAC I AL T ILL) MOISTURE CONTENT: 15.6% I I\ SAMPLE OBTAINED WITH DAMES AND MOORE I ; 1 I TYPE u SAMPLER i I i ' l I I j I .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 00::> g 0 0 g o o o g og 0 r-- I II I ! i II ,-, ' I I' I I I' ' I I ' I I I 02 !.1 l[i---t-++i 'r-.. i ! .o4 I r--1'-II I I I' I 11 I I I I ' I I I I I >--c---\I I .. U+--W I \' I I, I I I BOR lNG P-35, DEPTH: 15.0 FEET ELEVATION: 821.5 FEET I I I 14 t-----+. HOTILED GRAY AND BROWN SILTY CLAY ---J-n, ! (ACCRETION-GLEY) I I DRY DENSITY: 102 PCF ! HO !STURE CONTENT: 22.7% i 11 SAMPLE TAKEN wITH DAMES AND MOORE I i TY P£ U SAMPLER .1&1---+-!I -t-+---!-+--t-+-+1 +----li I !' 1 1 I 11 1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-411 CONSOLIDATION TEST DATA 0 0 0 .02 04 06 08 :r \ "' w 0 10 g g i!i 12 ii 0 (,) 14 16 .IS .20 22 PRESSURE IN LBS. / SQ fT 0 0 " 0 0 0 0 0 0 0 g 0 0 8 0 8 0 0 0 0 0 0 g 0 0 0 0 .. :i! :il 0 g 0 0 0 0 2 0 g OJ .. 0 "' .. "' 0 OJ .. 0 I ! t-I l i ""' I I I I I II I I 1\ I "\ I I r'\ 1\ I ' I I I J i I I i J\1' i i i I I 1\ I I " I I \ I \ I ' 1\ I I """' !'--.. I'-BORING P-36, DEPTH, 21.7 FEET ELEVATION: 808.8 FEET RED AND BROWN GRAVELLY CLAY (GRAYDON CHERT CONGLOMERATE) DRY DENSITY: 118 PCF STURE CONTENT: 13.3% SAMPLE OBTAI NED WITH DAMES AND TYPE U SAMPLER i I\ """' f'o-.1'--I' 1\ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-412 CONSOLIDATION TEST DATA J:: <.> z \ "' "' J:: <.> PRESSURE IN 0 Q 0 .02 04 .06 .08 10 12 BORING P-37, DEPTH: 5.0 FEET ELEVATION: 835.3 FEET .14 t------+ 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 LBS. / SQ. FT. 8 8 g "' .. "' 0 0 0 Q \ \ 1\ 1\ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-413 CONSOLIDATION TEST DATA 0:: ii 5l 0 PRE SSURE I N LBS . ./ SQ. FT. 0 0 ::> 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 N Q "' Q "' .. Q 0 1"""'-o t-r--.0 2 ""' 1 I . ! .0 4 r--.. 1"--I '\ i 1']\ I .0 6 0 8 1\ \ .1 0 [\ \ 1 2 1\ r-I 1\ ,...._ t-l\ .1 4 1--o-r--1\ t--t-?--" 16 f----B OR ING P*37, D E PTH: ,.. 12.8 F EE T --EL E VATIO N: 82 7.5 F E ET GR AY SI L TY C LAY WIT H TRACE OF F I NE SAN D (A CC RET lON-GLEY) D R Y DEN S I T Y: 99 PCF .18 HOI STU RE CO NTE N T: 24.1% S A M PLE OB TAI N E D W IT H D AM ES A ND MOORE TYP E U S AMP LER .20 I I I II I II I I 0 [\ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINA L SAF E T Y ANAL YSI S REPO R T FIGURE 2.5-414 CONSOLIDAT I ON TEST DATA PRESSURE IN LBS / SQ. FT 0 8 C> 8 0 0 0 0 0 0 0 .. 2 $l 0 g .. I I I I I ! I I .o41---1--+-IHH-+If-H---l--+-f-f-+++-H"""'-:-*--+-+-+-++++-H ""'N .osi------+---+--+-+-H+++--+--+--l-+--H-H+---+--1"1 "-.:---+--1'\+-+-f-++-1 _____ i "--o..r-r-1\1\ --1'--r-. JOI--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% J21--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 0 .02 . 04 :X: 0 ;!; \ "' w X u .06 ;!; ;!; .08 fi 0 .10 .12 J4 PRESSURE IN LBS /sa. n 0 0 " 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 8 8 0 0 0 0 2 5l 2 0 0 0 0 Q "' .. "' Q N .. "' Q 0 0 I I I ! I ' I . r--i I I r----i ....... 0 I BOR lNG P*56, DEPTH: 29.0 FEET ElEVATION: 813.0 FEET I'OTTLED LIGHT GRAY AND BROWN GRAVELLY CLAY (GRAYDON CHERT CONGLOMERATE) 1---- SAMPlE OSTA lNED WITH DAMES AND I'OORE TYPE U SAMPLER I I I I I II II I t--... ..... I I I i\. I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-416 CONSOLIDATION TEST DATA 0 Q 0 .02 .04 .()6 ;:: .08 .10 .12 J4 PRESSURE IN LBS. /SQ. FT 0 0 Q 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 g 0 0 0 0 0 ;!; 0 0 2 0 0 2 0 "' "' Q " "' Q "' Q I r-.. i'.M I I I I I 1 1 I I I It \ I ill I I I I -o I* t--!"'-... 1\1 I 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% AMPLE OSTA I NED WITH 4 INCH !INSIDE! o1TT nEI IJREL \ r-r----I I I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-417 CONSOLIDATION TEST DATA 0 0 0 .. : I l .02 l l I l : .04 .06 r---it' 0. .08 .10 .12 .14 PRESSURE IN LBS /SO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s 0 0 0 ;; 0 0 :;; 0 2 Si 0 2 0 0 "' .. Q .. Q " "' Q ! I I I t"-<'-I I ! I I I I I I It---. I I i .......... I BORING P-63, DEPTH: 40,0 FEET ELEVATION: 796.7 FEET PURPLE AND YELLOW GRAVELLY CLAY {GRAYDON CHERT CONGLOMERATE) I ORY DENSITY: 112 PCF >'()I STURE CONTENT: 17. SAMPLE OBTAINED WITH 4 INCH 1 1NSIDE 1 DirT nEt!TEL ! i I " I I I i I i ! I I I I""" I I' II I, 1\ I i I \! I I I I I --f----.:.JI
- I l I i I 1 II i I i i : I i ! : I I . I ! I 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 0 0 0 0 § 2 0 0 0 8 0 0'§ 0 0 g § 0 2 0 0 0 Q 0 N N "' "' Q ..._...._ I I II t"--r--... kt---.01 "' I I I I """ I I .02 "' f"\ .03 l'n ' 1'\ 1\l\ 04 1\ I .05 I \ l I I I ' I I I I .06 I \ II ' I I. . I .07 : <r---. i"---' \I 08 1\ !;1 0 I i 09 I 0 \I u I'-.10 i'h. I 1'-1'-t-. \ ! i .II I "a I \ I ' .12f--BOR lNG P-80 DEPTH: 23. 0 FEET ELEVATION:
817.0 FEET f-.. ORANGISH-BROWN SILTY CLAY WITH SOME FINE t'--p TO MEDIUM SAND (TILL) DRY DENSITY: 111 PCF I I MD I STURE CONTENT: 18.3% I .131-SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I II I I I I I I .14 I II I i l I I I I I I 1 I I I I I I 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 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 If 2 0 ;\ N 0 N Q 0 0 o-N ... i I .01 ' I I I ' I .02 ......... ........ 'r'. .03 I I I ' .04 .05 ' \ .06 \ :t " !!; \ 07 "' ' "' I :r: " ;;:; ;;:; .08 \ \ I !¢ ' 0 .09 § " \ I ' I I 1'-t .10 " \ .II ........... ........... \ ' ........ . 12 BORING P-95 DEPTH, 43.0 FEET ELEVATION, 805.2 FEET !'-. YELLOWISH-WHITE CLAYEY GRAVEL 13-(GRAYDON CHERT CONGLOMERATE) DRY DENSITY, !18 PCF '-MOISTURE CONTENT, 14.4% ' I 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 8 0 § 0 0 0 0 8 0 0 0 0 8 8 8 :?5 2 0 0 Q ... "' N .., 0 o-...... >--r-. 1"'-t;o.. .01 ""' .02 \ 1\ .0 \ r\ .04 \ .05 .06 :r 1\ <> i!' \ .07 \ "' ... :r 0 i!' i!' 08 "' "' \ I'-.09 '" ' 1"'1 I .10 !'--... l1 "-.. \ !"-" .II l'r--1 12 I'-BORING P-99 DEPTH: 31.0 FEET 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 8 0 0 0 0 0 0 0 0 0 2 0 0 0 0 § 0 0 0 0 0 0 g 0 0 0 0 0 2 g "' 2 "' 2 N .,. "' 2 Q 0 o--I ! I Ill t---. ;>--r-I I ""'( 1--r-, I I I I .01 ""' '\ I I I I ! I l
- I i ' . II 02 'tll I I I i i I I ; I i I 'I i I I I :I I ! i I 03 I I I !\II I I i I i ' ' I I I l I I I I I I I I! I I I i I I I II I I I I I I _j I I : I I I I 04 I I I I I I I I I ! ' I ! I I I I I 1\ I i I I I i I i I i I ! 05 I II \I I ! I \'--.. I I 06 'r--.. ,l\ I r-.. II j I I t--... I I 07 I I I ...............
o I 1 ' I ill I \ I II 1! I I I I I I I l 1 I ! 1\ I I I I 1 i ;;; I"-I *I 08 't--t--1'- \ 1'--1\ -.09 I .10 60RING P*105 DEPTH, 31.0 FEET I ELEVATION, 805.8 FEET PURPLE GRAVELLY CLAY HI--(GRAYDON CHERT CONGLOMERATE) I DRY DENSITY, 112 PCF I KJISTURE CONTENT, 18.6% I I I SAMPLE TAKEN WITH 4 INCH INSIDE DIAMETER CORE SARREl I I 12 I 13 ! I I I I 111 14 . i I I ! I I I I I I I I I I I ill I .I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-422 CONSOLIDATION TEST DATA 11 '"' i i 0 I '-, l II T I i I I +-1-W-l 1 I I I' ' ' I .ost-----t--+--t-++++++-+--+--+-++- 1\ il \ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT F!N.AL SAFETY .ANALYSIS REPORT FIGURE 2. 5-423 CONSOLIDATION TEST DATA PRESSURE IN LBS /SQ. FT 0 0 0 § :0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. 2 0 :5 0 0 0 0 0 2 0 0 OJ OJ 0 OJ .. "' 0 "' .. "' 0 0 a.._ 'i-! I II I 1 I I ! I ! t-.. k: I I i ill 02 I l i I I I I I 'a... I 04 I ........_ "o. I I i 1'-{ I I 06 i I I ' I I r--I I I I I I I' I I I I 1 08 I i . I I I I I I, \i I I II I i II i I! I I 10 i I I I N I I I I I I I I 12 I I I Ill I I I I i IJ ll I I -U I 14---+--u I I 1\l ,_ i i I I ! I I I H-+t-\ i i I I I 1 ! ! . I ....;::Ji I I I I ! I ! I .16 I i I ' I I 1 i I I I I I I I I .18 1 *-l1rl I ' I I I I .20 I I I I I ill . I I . I ! I I I I II* I I BORING P-117 DEPTH I 3.3 FEET I I ELEVATION: 845.2 FEET 22 SILTY CLAY (>'ODIFIED LOESS) I I I >'0 !STURE CONTENT: 25. 7% I I . SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE i I I ' I I I I [ I I 24 I I II 11 1 I I i I. I I I I I I .26 II I I liP 28 J l ltrt I I i I I I i i It I I I ' I ' I I i I I i I I I 1 II, II I I I ' I : ! I 30 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-424 CONSOLIDATION TEST DATA PIIESSURE IN LBS. / SQ FT 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 i 0 0 § 8 0 g 8 0 .. 0 0 Q 0 .. Sl Q :>l 0-"' N N (', r-"' r-.r-., 04 I oe A 12 i\. 'Q t'\ 16 1\. I r--.r--i I I J 20 I I I 24 ['\. I '\ o ... t-28 1-o-1'\' r--ro 1-]'\[\ t-I --o-;;:: 32 .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% I SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE 48 52 .$6 I I I I I i I I 60 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 0 C> 8 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 8 0 8 0 8 0 8 8 " 0 0 0 :il N N "' " "' Q "' " "' 0 I I I a--_ -a --ro -... .02 ro... _j_i I ............ [o..... I i I I l I i l I I I t I ! I I I ! I I I I .04 ! i'r't I I I I I 1\ I I .06 \ I I I i I I I I 08 I I 1\ I I 10 I\! I I I, 12 I\ I cr-t-t---r-14 I\' !'!; 1'---16 f"'... 1'-r--\ 0 r--.o. I\ [15 r--<.> t---.. 18 T-p i I I I I 20 i I I BORING P-117 DEPTH: 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: 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 PRESSURE IN LBS /SQ. FT. 0 i () 0 0 0 0 0 0 i g 0 2 0 2 0 .. 8 0 0 N rr Q
- Q o-..._ 1-t !-...... r-... .01 "'ci'o.. .02 "' 03 .04 1\ K .05 \ \ 0 \ I \ .07 \ i!; 08 .09 \ r--. ....... \ . 10 1. . ..........
!-...... \ r... ....... 1\ . II \ r--..... 1\ r--.IZ-BORING P-118 DEPTH: 3.4 FEET -....... ELEVATION: 835.8 FEET tollTTLED GRAY AND BROWN SILTY CLAY (tollDIFIED LOESS) DRY DENS ITY: l 06 PC F toll I STURE CONTENT: 20.4% .13-SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE I I .14 ! 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'§ 0 g 8 g 8 0 0 N .. "' 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\ iii 0 g i!i \ <.> .16 \ .20 \ 22 \ \ 24 c r-. r-\ 1---......... 26 \ r-r--o ...... !'--\ BOR lNG P-118 DEPTH, 13.2 FEET 28 ELEVATION, 826.0 FEET GRAY SILTY CLAY WITH SOHE BROWN HOTTLING (ACCRETION- ""'-o r--1\ GLEY) r-DRY DENSITY; 86 PCF I--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 0 i 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 8 N Sl 0 0 N 0 N N 0 0 o...._ ........... r--... .01 r-c .02 "' .03 u, 1\[\ .04 1"1 ['\ .05 .06 \ :I: 1\ u z \ 07 \ "' :I: u ;;:; ;;:; .08 \ .09 .10 1\ o1 .II 1\ r-r-1\ .12 ........... "'(). \ r--..... . 13 ............. BORING P-118 DEPTH: 19.2 FEET "'0. ............... 1\ ELEVATION: 820.0 FEET MOTTLED BROWN AND GRAY SILTY CLAY WITH SOME I'-FINE TO HED I UM SAND i' (ACCRET lON-GLEY) ...... .14 DENSITY: 116 PCF MOISTURE CONTENT: 8.6% .15 SAMPLE rEN rH 1 3 rr r nr SHELBY 1 TUBE 1 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-429 CONSOLIDATION TEST DATA 0 8 0 0 0 0 N s g 0 o-. --.: ;-. r-"""': I ........ r-.., ?--0 2 r-..... 0 .04 >--r-. ' 0 0 2 PRESSURE IN LBS / SQ FT 0 0 0 0 2 § ! I 0 g 0 0 2 0 Q 0 g 8 8 v If') l i I l I I ' I IIi 1 1 /ill I I I ' I I I \[\ .os+-----+----+--+-+-I---+-H+--t----+--+-+-+++++----+-+-+--+-+--t-1-+-H II I i II I I Ill 1. II i 'I I I I I i II 'I' i I I I I l I Ill ' -+-+i --K--------r-+-ntH-I I I i II [II I I hi. l 'I I : I II *l------+-----+---+--+-++++1------+----+--+--+-l ++I J I 1\ II i I ltl N{1 1\l lll-----+----+--+-+-+-+-+-++--+---+--+-++-++++------+-+--+-+-+--t-++-1 BORING P-120 DEPTH: 18.0 FEET I, ELEVATION, 824.4 FEET 2 e-FINE TO ORY DENSITY' 107 PCF , !I I MOISTURE CONTENT: 21.2% SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE [ J I II I ' I ' I i I II Ill I I I ! : 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 0 0 0 0 0 g g 0 0 8 0 0 0 0 0 2 2 0 Q Q " on Q " 0 o.._ r-c r-. I I r-.... I i .02 I l I 1 i l 111 I'. ++t,+ .04 ra.. i' ', I 1
- I 1 , , I ' I I i I 06 I' I 08 l I 10 \ cr-!--... l\ 12 r !--0 r----3!: 1\ \ 1--I "' ... r-r ln. 0 14 3!: I' '\ 3!: r--r-1\ ii 16 r-t-p I z 0 0 .18 20 I I BOR lNG P-121 DEPTH, 3.0 FEET ELEVATION, 844. 5 FEET SILTY CLAY {MJDIFIED LOESS) MOISTURE CONTENT, 23. 9% SAMPLE TAKEN WITH 3 INCH DIAMETER SHELBY TUBE 24 26 *r 28 I I I I I I l ' I I 30 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 0 ;f 0 0 0 0 8 0 2 0 N 0 Sl 0 0 g N 0 N "' Q "' .. "' Q 0 0........
I l 01 ........ ........ I I I I I lb I ........... I I I I 02 ! I ru........ 03 I ! I I ......, i'o I i I I ! I ', I I I I 04 1\ I I I \ I I OS 1 \I I I I I I I I I I I I I I I I I I I I I I I i ! 06 I : : I I j I i I i i I i 01 ' I . I i I I I \i I I I ' I i ci'-... l l I I I 08 l l 1\ I I I' I i I ........... I I I 09 I /I I I I ' IIi I \ I I I 10 I . I ""' I I i .i II I I I ; I I I I I I : 1' ,. ' \ I I I I I I I I BORING P-121 DEPTH 30 0 fEET I '\ ""'""" "' ; em tti MOTTLED BROWN ANO GRAY SILlY CLAY WITH SOME I 12-FINE TO COARSE SAND (TILL) -! I SAMPLE TAKEN w llH 3 INCH 0 IAM£T£R SHELBY TUB£ I I I :---l 'ILL! J j 1 I 13 -I I I I I ill I I l I i >! I I I I ! I II I I I 14 I ! I ! I I I I I l I I I t ! ' 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 DEPTH, 3.2 FEET I I ELEVATION, 839.4 FEET 22 1-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 I I I I I , I . i I ! ' I I 281----t----1--+-+-+-++++----t-+----1-+-+-+-H+-1 i I I l I I i !Ill i I I I I ! I I I I 11 I I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-433 CONSOLIDATION TEST DATA
I .2011----f--I--I-+-+-!--H+---+--+-+-t-+++++---l---+--+-+-l--+-iH-1 BORING P-125 DEPTH, 18.2 FEET ELEVATION, 824.4 FEET 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 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 "' I II I I I II I I i II -+-+-1+-:[H-f+-l --t--!-+-il +-+-II 4 1 ____ +-1 ___,'---;1 ____ ..,_1 +' +I +I +-ll I I I II I i! i I I " I l I' i I I I I ' I' I i I: I! 03t----+---+-+--t-t-HH+--f--*-+--+-'-+ u.,J-++++----+-----,-1* _1 ,__+-+1-+: -+! +-ll I I I 'i i [1 1 o*l----+--+-+-+++-++1--t-t It : I \ I -+1-+'-+-+-IH-1 -i + I+ i I i I : ' I i ,-lW_ I I I I I I II N i i ! II O?f----t-1 -* I I ! I : l ! ' -t I I --it I I I I --i ! 1[ ' i I I ' J I! I I I I' I II I II, 'I i I ! i I BORING P-125 IDE)THI IJ3 FEET I I ' 11-FINE TO COARSE SAND AND SOME FRAGMENTS (TILL) DRY DENSITY: 113 PCF MOISTURE CONTENT: SAMPLE TAKEN WITH 3 DIAMETER SHELBY TUBE i i I .121----+---+- 1 **-r-t 1--i-H-++--**----i----+--+-+-+-+-+++---*-+---+---+---+-+-H-+-l I I I I I t I I ' i I I I I J I ! ! I i i i i l ' I I I I I I I I i I : 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
- >: li \ "' UJ i5 ;;; ;;; !;< 0 d "' () 03 04 OS 06 I I 07 08 .09 I I I I I I REMOLDED SAMPLE PRESSURE IN LBS / SQ FT 0 0 0 § § § 0 2 0 0 0 Q 8 8 N I I I 0 " c 0 0 0 2 0 .. I I I I I I I ! ! \ I \ I i I I § 0 0 <t 0 N "' Q ! I I I I I i I I j "" "' " """' ,_" \ .oo-FEET Clf.Y (MODIFILO LOESS) 1 1 1 1 COMPACTED DRY DENSITY: 103 PCF MOLDING MOISTURE CONTENT: 18.3%
II I l I' I I I \ ', 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 0 8 " 0 0 0 0 0 0 0 8 0 8 2 § 0 8 :il 0 ... Q "' "' 1--o-.. I "' I fa., 02 )'.. ' *' I I r-.. Kt--SATVRATION,23 HOURS 04 <-.... I 06 l 1 1\ I I' I I 08 I\ I 10 ,, r---f-_ j_ I \ 12 I !-1--o-.. ......_ '-. I -r--1\ 14 r----I 1-D-i\ "" r-1-16 18 20 22 REMOLDED SAMPLE 2 4 f---T"T PIT I p. UCP'III, 1(,, 834.8 fEET S ll_ TY 1-Jii CCHPf,[ TlD I 26 _ HO . y;; 1 ' I' I 29 I I I I II I I I I 30 i Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-437 CONSOLIDATION TEST DATA 7 6 0 5 4 3 2 z 0 (/) z X LIJ -t 0 0 :I: ...... z :I: 0 <l c;; (/) LIJ a: a.. :IE 0 (.,) KEY: SYMBOL BORING 0 P-2 23.5 FEET DEPTH 6. P-15 23.5 FEET DEPTH 0 P-122 13.5 FEET DEPTH
- P-122 18 FEET DEPTH 2000 4000 6000 8000 10,000 12,000 *CONSOLIDATION PRESSURE (plf)
- 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 .... % .. ;;;
- II: .. z .. .... z .. u r I ' 10 .. I -COIILlS u.s ;,, *. ,..;;; ... ;,.o tzt.._
31N I.IIIN.lV4111ll811t4 1:> 20 40 &il 1:>0 :CO =: -I I I 1'\. I 1-----'-I-MOTTL£[) BRONN AN9 LIGHT GRAY SILTY CLAY WITH SOME LAYERS OF CLAYEY SAND (GLACIAL TILL)" I' II I ' I I I 100 10 '-01 GRAIN SIZE IN MILLIMETERS --r-----1--o I--....... ---i '"':'F----0.01 1>00 StlJ OR CLAV BORING DEPTH R-4 .... % !:! .. * "' .. z .. ... z .. li! r 100 .. 10 I -B lNG R-8 190 U.S. STANDARD SIEVE SIZE "" 1 o IN. :1M 111 ll/8111.4 10 to 40 eo 100 1100 .. ' i I r----BROWN FIN£ TO MEDIUM SAND. WITH t+---TRACE OF SILT 11 I (OUTWASH DEPOS I I I I--l 100 10 I 0 01 001 0.001 GRAIN SIZE IN MILLIMETERS COitiU:S ... DEPTH PL p 34.0 SP U.S. STANDARD SIEVE SIZE atN. I.IIN.i!MIN lltllt4 10 10 40 10 100 200 Htt+f-H-t---t+lfH++l\- +-fHt+-+--+-ltttrn++--+-----ttl1r 1 t-t-t-i---t----H+++t+-+---1--1 t -H I ,-r::: htttt' -+ ... -+--ttlifH-l+--t--tH-t+t-H-+--l REDDYsH-:-BROWN cLAYEY GRAVEL (GRAY 0 0 N CHERT CO NG L UM' RATE ) f--i--1ftttit+if-f-f--fii1!H+if+--t---lf1fti-J+++- --i-1 I C081lfS DEPTH 63-0 100 10 10 GRAIN SIZE IN MilLIMETERS r----t -r---001 0.001 .... " .. i ... "' ..
- i_.l;. ..
Hi;.\o'f Stlt 3111 ISIN.:IMIN.ll/8111.4 I') tO 40 10 100 1100 00 Tr .. . " -*nT ---I' II II I -----I \ -* itt m * -,__ " '\. ._.__ -----------** ..... l-MOTTL EO BROWN ANO GRAY SILTY CLAY (MOO IF lEO LOESS)' ,_-I I .. I I I 100 10 I. 0.1 001 0.00 GRAIN SIZE IN MILLIMETERS 1 ..... , SllJ o.- U.S. STANDAIIO SIEVE SIZE 5111. I llllll811l4 10 10 4D 10 100 1100 ---tt+H+1H-+---
lltttH++----ti-l'H-tt-t--1r--
tt-lt-+--t
* ---*----. --It* f---
I CLAYEY GRAVEL t-- ............
- ,-_ _
- o --+,.,+.t'll-HHI-f-1-f-
++ .. 00 N CHERT CO NGl OMi:RA TE ) --t--1ffi' t+fH'-je--tJ-Jil+l--+--+--lf11t+J+++-l
I ....... --100 10 01 0 01 0.00 GRAIN SIZE IN MILLIMETERS GOIIL.U IC§.\ilitt U.S. S TANOAIID SIEVE SIZE 5111. I.DIN.lV41N.liiiN.4 10 10 40 10 100 1100 Httt+-1++--
1000 100 10 10 01 001 0.001 GRAIN SIZE IN MILLIME TEAS FHII£ lcOAAHI lt[Oia'lo ("--,-,.-. --_-=:c-,--_ Sll.T OR CL.AV ... "' .. i .. ,. .. ;;; * .. ... z .. ... z .. li! r '""' .. I .. .. "" .. I 1000 lORING P-2 ) Ill. I S IN. \114111. ll/8111. 4 10 20 40 eo 100 :l I'. -I -I " ...... ' REDDISH-BROWN SILTY CLAY W-ITH YELLOW ClAY POCKETS AN) SOME SAND : (C-RAYOON CHERT :oNGLOMERATE) I i .. , ... ;..___ .--.-. I I I I 10 I. ... GRAIN SIZE IN MILLIMETERS lcOAUii U.S. STANDARD SIEVE SIZE BIN II IN. !MIN.lii81N.4 10 10 40 10 100 1100 .. L ---l j--lt---..... ---1-----DARK-BROWN TO YEllOWISH-BROWN GRAVELLY CLAVI . ffiTJlTfl --1-(GR,W01N CHERT CONGLOMERATE) -I I I I 100 10 '-01 GRAIN SIZE IN MILLIMETERS COIII.U eo*ttdu.yn 11M lc()AJtHi MIOlMI" 0 I , ., I OtpTH ..... --0.01 Sill" o.-CLAY 0.01 "' 1>00 0.00 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-439 GRAIN SIZE DISTRIBUTION U.S STANDAIID SI[Y[ Ill[ SIN II IN. Mlll.lf811l4 10 tD 40 tO 100 1100 I I 01 0 01 0001 SIZE IN MILLIM[T[AS U.S. 5 TANOAIIO 51[ Y[ SIZE SIN. 1.1111. M111.3ti1N.4 10 tO 40 tO 100 1100 U.S. STANDAIID SIEVE SIZE SIN. 1.1 IN. MIN. 3ttlll4 10 tO 40 10 100 1100 0()01 li << .. z ;;: .. z ... " 0: l' U.S. STANDARD SIEVE SIZE ... K tH 1----I ---f------1---10 I Ot 001 0001 GRAIN SIZE IN .. llLIIIIETERS U. 5. S TANOARD Sl[ Y[ SIZE SIN Ill Ill MIN 3(81N.4 10 tO 40 tO 100 *1100 II\ + -!\ I---I --r-----I 1-r-\-----* t ------'--*r . \ t*f l i--*------1 ---1 + 1 1ffij . t 1-1 -*1*-------Ht CRUSHED L I -----(CALLAWAY ROCK QUARRY) + t + -[--** I :H--l'tt --*-L *--I 10 lttf* I + q +-I *----*+--*-I HU I +-----* --1000 100 .* I 01 001 000 GRAIN SIZE IH MILLIM£1ERS [.__ .. J ---** ---l----0001 .. z .. i li " .. z ;;: .. lil l' I 10 I -BORING P-IZ 8 -U.S. STANDARD SIEVE SIZE Sill 10 Ill. MIN 3(1111.4 10 tO 40 10 100 1100 1&1 1"-1 ..... I ------mit --*-H i -......... YELLOWISH-TAN SILTY CLAY WITH. -----SOME SAND AND GRAVELll.U.l I (GRAYDON CHERT CONGLOMERATE)
- --I I ' -----I 1-"'" I I -... 10 I 01 GRAIN SIZE IN MILLIMETERS OEP II CLASSIFICATION 41.5' CL U.S.
SIEVE SIZE Sill. 1.1111. MIN 3tllll4 10 to *o eo 100 1100 ... 10 10 GRAIN SIZE IN MILLIMET£R$ . ------t 001 Stl.T Oft Cl..&'f 001 r-------0.001 O.OOt Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-440 GRAIN SIZE DISTRIBUTION U I. ITANOAIID 11£11[ SIZ£ ..
- 114111.311111.4 10 40 10 100 100 r1 II! i
- I ' I'OTTLED GRAY AND I f.'L TV 1\ CLAY
- 1-'(I'ODIFIED LOESS) -I '\.. i I I' I =tmt+ --Jill .. , ... IIIAIN IIZI Ill IIILLIIIITIIII I CO.OI.U I cwl&Jnp,w lwww1 .. ,,., .... I IUJ 01 Ct.AY &IAI IIIiTH I CL!B!f!CAT!O!!
IIIA't "I LL I f!L I eJ P-75 s:-o* CL I : 23' 2 : 39 18 21 U. I. IT&IIIIAIIO IIIYI SIU SaLAK 1111. 111.4 I 40 IG 100 ** GIIAIN liZ[ IN IIILLIII[T£111 J CH U.l. ITANDo\110 IIIYI IIZl t ..... Ill. 111.4 10 10 40 to 100 -----**-. *----.. li i li i i _,_ -----.. "" '""" "" "' ,__t-_ --l\ --* --*
- f-SILTY CLAY (ACCRETION GL EY) 001 I I 1 ...... I r I I * --" 100 I I. .I 0. I .. oo GRAIN Sill IN IIILLIII£TERS fcOAAkf tn.r oa e:t.*Y i i li i ! .. "' .. ' ,. .. ' *
- u. I. I TANOA!Itli l*f II£ lot( Ill. 1,1111. II4111.311K4 lO eo 40 so jO(I 100 I BROWN SILTY CLAY WITH SOME GRAY MOTTLING AND WITH SOME ---*-**-FINE TO MEDIUM SAND (ACCRET lON-GLEY)
-. ------I I IIIAIN IIZI IN IIILLIIIITIIII U.l. ITAND&IID IIIYI IIZI IN 11111.114111. 10 4 IO 100 *---I *\: BROWN CLAYEY FIN 0 MEDIUM SAND (TILL) ---I U.S. ST&NOAIIO IIIYE IIU liN. 1.1111. 1<'4111.111111.4 10 10 4 10 100 100 ----**-!-*--' . -* 1--. --I----.. , liLT 01 CU1' . r---------*-*-.. , i I
- ORANG I SH*BROWN S I L TY CLAY WITH '--t--ii+H+il++-l+lil+fl!.d--+------f+Ht++++-
.. --1 : ---r-*---100 I GIIAIII Sll[ IN IIILLIII£T£RS 001 0.001 ' I i I li i I
- I 0 &. S TANOAIIO Sl[ V[ SIZE 1111 11111.1141k311111.4 10 10 40 10 100 100 .. ---. ,_ .. *!-----r--* " I. BROWN SILTY CLAY 'wiTH-SOME
... -GRAY I'OTTLING AND WITH SOME FINE ------wif" .., ---1'-. --I r-I I ... IIIAIN SIZE IN IIILLIIIITIIII tt\J 01 CUY U.l. ITANDAIIO IIIYI IIU Ill. 1.1111. 114 Ill. Ill lll4 10 10 4 10 100 II! *-* 1m --*------I\ r J:* -" CLAY WITH TRACE OF FINE TO ---MEDIUM SAND (MO,O IF I EO L,OESS) * ..... .. ... - ! .. -... I IIIAIN tiZl IN IIILLIIIITIIII 11\.f 01 CUY Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-441 GRAIN SIZE DISTRIBUTION c ... a i;; .. * ... " c r .. i c .. .. % !! ..
- I
- GRAY U.S. STANDARD SIEY( SIZE 5'"LIIIN.SI41Nll.ltl111.4 10 tO 4010100!00 I *-. r--*-I I -* I SILTY CLAY WITH SOME :ltttttiWN
>ll TT NG LOESS) I r-------------.. ---10 I --10 I I I -100 10 I 01 GRAIN SIU IN MILLIMETERS COIIILU cousl 116 fn , ... , lcOA*srl CLASSIFICATION U.S. STANDARD SIEVE SIZE SIN I liN. SI41N. M IN.4 10 tO 40 eo 100 tOO E I --r--* GRAY WITH SOME BROWN. MOTTLING (ACCRET lON-GLEY)
I --I I I ----""' I I 01 GRAIN SIZE IN IIILI.IOIETERS lco**u! U.S. STANDAIID SIEY[ SIZE 100 tOO tD tO 40 eo --:; .. -t L . "l t fO ORANGISH-BROWN S II TY CLAY WITH
- " OF r!N[ TO COARSE r--\" .. '\----* f-.-\ ----. --------r----. --*-001 0.00 . ----
--. -----*--+--f\-* ------*----r------r---r--f------------*-001 000 ,__ ----------,--*r-r _, , _j__ --tl+lf-H++-+---i+tt+H r----r----I----100 I 0 0 l 0 01 0001 GRAIN SIZE IN MILLIMETERS C08Bt.£S *** SII..T Oft Ct..AT BORING DEPTH CLASSIFICATION __ __ .. :E U.S. S TANOARO SIEVE SIZE .{--4j'fn-i.:f.+ +--H-t!f+*H*-+- ---+-" **-* t(! c w z i;; .. z "' " .. -r-1000 ""' 10 I 01 001 0.001 GRAIN SIZE IN IIILLIIIETEftS U.S. STANOAIID SIEVE SIZE 1-: l--_+---tt1rttt++-+--"H+t++f--t----ttft+t++-+i---ttt+Htt+--t ---i\ . t t tit tt!IC! \ --MOTTLED BROWN AND GRAY
- I' 1++*-1++-HK-11--+ -----'\-ttti+t+-1----t----i SILTY CLAY LOESS) -"I *!----,_.;.._ .. ---
... % 1000 "
- 100 I 0 I GRAIN SIZE IN MILI.IIIETERS GRAY SILTY CLAY ED LOESS) "' 0: T -
oc&f++-l+H- "' z i;; .. z . I --*
- -001 0.001 r-------+I+H+++=I'----1 o: I f--
_I *r-****** r-- 1{1 I 0 01 GRAIN SIZ£ IN MU..LIMETERS 001 0.001 U.S. S TANOAAO SIEVE SIZE ... 1* _I ----SILT OR (LIY U.S. STANOAIIO SIEVE SIZE .. % " .. lO .. I j r-*--, __ t-* ---!----I\ --1++-H+H--+--1
- +--
II -\_-r--; " .. z GRAY S I L TY AY WITH SOME BROWN I NG (ACCRETION-GL£Y) -+tHHt-+-+--litlilt+-H -l*--ljoft1+f-+-+---i I r-h--- -1'--1000 100 10 ' 01 GRAIN $1ZE IN MILLIIIETERI 0.001 Rev. Ol-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-442 GRAIN SIZE DISTRIBUTION .. X !:! .. !II ,. .. .. .. z iO: .. z .. " r '"" .. 110 I 1000 RING P-88 .. ,. "' .. !II' lO "' .. z o;: ... .. .. " r ... ' "' 110 10 I 1000 I$ s fANOAftll S.£Y;. S!Zf. SIN I t:l 4,) &v 100 200 --I I I GRAY SILTY ClAY WITH c:oMr BRO\VN MOTTI.I f OF FINE SAND {ACCPETICN G! [YI +--f*** I I I ... I I 0< GIIAIN SIZ£ IN MllLIMEHRS COIII-II DEPTH l!.l. STANDARD SI£V£ SIZE 3111 IIIIN.ilo'4111Sia111.4 10 20 40 10 100 100 I I I MOTTLE 0 GR 1\Y 8fH1WN SILTY CLAY (ACCRET -,_ --* I I h Ill ""' ' ' 0< GRAIN SIZE IN MILLIMETERS lcounl U.S. STANDARD SI£YE SIZE SIN. Ulll.ilo'4111Sia1N.4 10 tO 40 eo 100 100 -'---f\ " -----... -001 0.00 SiLT 0111 CLAY "'I-----\ --. -'\ t----.. *-H f--t--* .. --f-* 1---1-------*-00< 000 ----% l .. l,. I - ' _,_ "' MC I 1* ' S I L TY 'ft-f--f-1-ttti+t!H-t-mi+f"!d--f--ttftti+f-'-ji--j !II I Fl !' : IOitt+StiA-tN c-t(-(T+I* l *.. '"*--lt11t+t-l-l***r--1-++--+I+H+If-+f---+"----t* +!.Hrt+-f-'1.""':--*Ct-HH-+-+_-"_-l "' z ;;: r--, ____ _ 1----u .. ,.._.__,t-.-.__,_ ...... & + +**** ll#t+-11++--t+t+-ft+-f-!L--f++H-flt t-.... iO lO 0! 00< 0001 GRAI"f SIZE IN MILLIMETERS 5 SfANOAfH.I llttlf+++-t-tHit-H+* 1---*t** . If+ ORANGISH-BkOWf< S ll TY CLAY WIT!' !II FINE T0 COARSE SAND AND TRACE ' I 1;. "' FINE GRAVFl , AND I TH <.",lJMt. GR/\Y -f---fttftl-1+-+-+---++f11+1f-'1o.od-+-ffi#i+++--l MOTTl I NG IT Ill I a: .. z o;: .. z *c*--:.._ "' ltH+-HH-+-+HrH++-1-f.'----+Httti+-r--t- --tt+tl+ll-t+-ltlti-H-t* -*--HH++--1--H-+--1
... ltt+t++-+-+---tttittt* t-f-L .. ' .. 001 0.00< GRAIN SIZE IN MILLIMETERS tiLT OR CLAY U.S $TANOUO SI[V[ SIZE I" .. -- 1*-----*-MnTTI r;oA,y .. SILTY CLAY WlTH F !NF T<J *--COARSE S.AND (TILL) t "---r---I-I 0> 001 GRAIN SIZE tN MilliMETERS
l U.S. STANDARD SIEVE SIZE
-!HifHI-1-+--G ****+f-"tf-t'!l- + "' r** , , t i' * --I Ht 11 t -*--i+hi+++" .. ..,-+----++++++1-+-+--l J< iLLL0WISH-WHITE
- ILTY CLAY ii' "-,,_ * --r---i:; 10 W l TH SO ME I I "E TO COARSE SAND -tHt++it-t-+
J----i+hi++++-+1
- !j
.. ---j ,. --H --l;-r-t *---i I'+ f-r-. -to*IH'+tj+++-f-+..,..-_ ... l{: t-i l H! .j.. " '-: <1if
- l--tt -ttttt l/) !!' 1101 GflAIN Sltf: IN MILUM£ TEPS L l' S. S fANOARO SIEVE. SIZE IN. U:t IN. &'41N 318 tK 4 i U tO 40 60 tOO 200 lftt+H-+-+----ttllt+t+t-fo***
- 1 1000 BORING P*90 .. "' !' ..
- lO .. .. .. o;: ... .. : "' .. ** 10 ' 1000 10 I 0! 00< 0001 GRAIN SIZ£ IN Ill ILL! METERS CO.ILU DEPTH p 2.0' 49 U.S. STANDARD SIEVE SIZE li1Nilllli.3141113tllli.4 10 20 4010100100
.. -. --....... -. r-f I li -I t jj *t-+-"" -"--. r GRAY SILlY CLAY WITH BROWN MOl f1 I NG AND SOME F I NE TO li1 ... I ,, +*---COARSE SANr (ACCRETION-GIIY) rj .. +---* -r-l-h t I l !tti --j + , .. ... *-... I jl] !' L lH I + ' ' ---I ---H j ... ' :lf r .. I ' I --**-*-I+ t . ..... +.f -+ ---1-" t++ --1 m <0 0< ** 000 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT fiNAL SAFETY ANALYSIS REPORT FIGURE 2.5-443 GRAIN SIZE DISTRIBUTION U.S. SI[V[ SIZE SIN. I.IIN. iii41N.SIIIN.4 ID 2D 40 10 100 100 t-'0 TTL E 0 GRAY A NO 8 ROW N S 1 L T Y C LAY (I'() 0 I F I ED LOESS) H-lr*--lttt-t+i!-++ -**1+111+1-t-+-ttttH++-+---1 -I-1000 100 I I I 0 01 0.001 GRAIN SIZE IN MILLIMETERS U.l. ITANDAIID SIEVE SIZE I 0> 0001 GUIN Sill IN MILLIMETERS DIE;:-:: t P.L. +--!l_t . I P-101 29.0 1 I sc 113!4 .L 22 . 18 .J.. 4 .. :l U.S. STANDARD SIEVE SIZf --t---- ! "' GRAY i I L TY 1 UAY WITH SOME. Ht+-l-1r--fi+Ht11-+-+--#1\H-!+-t---t\---\.\*Hfl+tt
- BROWN MOTTL lNG f--t---* r--.. * ... Cj "' (ACCRETION*GLEY) . *-*-* __ ,_ :; "' I+H!++-1-l-l--+HII-t+-H--11--ttl++hl-+--i*
.. ...j+ll H-il--<f-*+
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... a: I -----r +-+*-.... .... , .. _, ,_,, 0000 hf--ttllttt+-t**
- . " l+l1!+++-l-!---tHiti+H-+;--"' GRAY I C 1 L A Y ( C R _ET. I 0 N-G.L I l 01 001 0.001 GRAIN SIZE IN MILLIMETERS ( eoaaus j COMJs'fu tuf( ICOAiuj wco*"P I rut& J SILT tuY OEPTK CLASSIFICATION to_1 ___
_120. 9 .UU .. 3_0_,U,l J._ ______ ___j .. " U. t. STANDARD SIEVE SIZE .. Sllk4 10 10 40 100 100 --l'C . ---..t . --rr-*+H++li++ .... -----" *I--PURPLE GRAVELLY CLAY Ill
- Ci (GRAYDON CHERT
.. . f-_Jt-l _ ..
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- .* 01
.... ..j .. ....... t'NAt .. .. .j.. .. P.L -i------.. ---------1 1 P-105 .J 31.0' [CL _. .. _ .. _15.0 L34J 21 _ _L.!_3_.L-L _______ ---JI U.S. STANDARD SIEVE SIZE --.. +--tii!lf'l<++-t--*- r---* 100 I I 01 GRAIN SIZE IN MILLIMETERS 00> OJ)OI CHILlS StLT Oft CLAY I I--'=::'-IIOJII"il'::it47-G+--'D:;,:[;.oi'-:T:'I'II--+"""'...-->C,L:::,ASSI=F'-'IC,A::,:T,::IO=.N .. NAt WC P 1 26.o* r cL 118,61 41 1 17 p 24 1 r BORING l P-113 1 . I (lll*liN SIZE IN IIILLIIIITllll
- I ico,MI'0 1 DIP1 H ATION NAt WCI r 14 r 24 28.0 1 [ CL I 18. 2 I 38 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-444 GRAIN SIZE DISTRIBUTION Iii .. w z ;;; U. 5. S TAOIOAIIO Sl[ V[ Sll[ 100 Sill. II Ill. !if41>1 511111t4 10 20 40 10 100 roo --i--....... __ , __ "' I oil 0 ORANGISH-BROWN SILTY CLAY WITH SOME FINE TO CUARSE SAND AND SOME GRAY --IC MOTTLING (TILL) 1---------:------* 1---:--or--... I I 1--I -r-------I 1----.... 100 I L I *** 0,00 GAAIOI SIZE 101 IIILLIMEURS SILT 011 CLAY ==:J CLASSIFICATION CL L-------....1.
U.l. ITANOARD SIEVE IIZE a !fl. J.IJN. !if4lfi.JIIIfl4 10 10 4o eo 100 roo -----t* --tOO I. 001 GRAIN SIZE IN II ILI.III[ TEllS U.l. STANDARD SIEVE SIZE 1----100 10 I 0 I 0 01 0001 GRAIN SIZE IN Ill ILLIIIETERS COAIIitj\AifL fiN£ !COARSE) CLASSIFICATION cfl r= ______ ----1--tOO 0.1 001 0.001 GRAIN SIZE IN IIILLIIIETERS eoeetl 66¥1 b "' leoutt! '"' OIIM=:=J U.S. STANDARD II EYE IIZE ... .J..r---1---** r--.. % j ,t j L "'
- r;; " ( ACCRET I ON*GLEY) 1000 r-*-10 I!) 01
- 01 0001 GRAIN SIZE IN Ill ILL IME TEAS ltt+f++-Hi---ftlil-++t--
r-* ... I 01 * ** GRAIN SIZE IN MILLIMETERS liLT Ollt CI..AY -----------; U.l. STANDARD SIEVE SIH 111. 1.1111. 10 10 *o eo 100 roo 1 r-* -h-** H --4---GRAv SILTY SLAY WITH SOMl BROWN 1 1 I i 1'0 TTL I NG ( AC C RET ,_N * ** Gt.::L..:E..:Y
- .,) -rn'1tT*-IHt-4++lJ-+' . ..-..4-1-. I* 100 l; .. t + \."11-tff+-t-*-1'-
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- 01 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-445 GRAIN SIZE DISTRIBUTION U.S S TANOARD SIEVE SIZE 1'----HH+H-+*+*-
-:----l,i -** l-l --rr -------r---'" "' MOTTL ED GRAY BROWN SILTY CLAY !I< (MODIFIED LOlSS) + +-eo r **;--.ri'T1rrr-r---..---1"tttt--trr+--t--ltH+t-IH-t---tHTft+--H-t--\---ttttt-t-t-l-+- "' tttt+H-+--+
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.... % "
- I GRAY SILTY CLAY -(ACCRET lON-GLEY) z >;: .... z IQ I 0 GRAIN SIZE IN MILLIMETERS 0: ... L
'0 GRAIN SIZE IN M1Lllh4t TERS -f\-\ o Or 0 OOi +---*--* 0001 ___ -
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f-----* r--I r*r I I -------r----*-I 10 !.0 01 001 GRAIN SIZE IN MILLIMETERS COIIL.U lcouse.l 111£0tet." 0 I e SILl OA Cl.AY U.S. S TANDARO SIEVE SIZE SIN.
10 eo 40 eo 100 MOTTLED BRdN A-Jo GRAY SILTY CiAy-itHJ+H-t--tt111-t+t++"\rlfttt+H-t--l ( MC D I F I ED L 0 E S ____ z >;:
rooo conus *---1+-H-+-t
- !--+*-+ -+.----l+ft-f-¥.t . -I--+tttt-t+-1--+---i o or SILl OA Cl.AY 0.001 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT SAFETY ANALYSIS REPORT FIGURE 2.5-446 GRAIN SIZE DISTRIBUTION t " .. .. ;;: ... z .. :e ... % .. ; t 0: .. z ;;: ,_ .. .. It' I ;1. S HAUDARO SlfYE SIZ£ 00 SIN I D IM IM !118 Ill 4 10 tO 40 eo 100 1!00 *-fC-I "' GRAY SILTY CLAY WITH SOME MOTTII<;G
- I-.. AND TRACE OF F I NL SAND -(ACCRET ION-Gl EY) j I--It -f--.. I f---f----I I I --I ""' 10 GRAIN SIZE IN MILLIMETERS CLASSIFICATION U.S. STANDARD SIEVE SIZE I p 41 Sill IIIIN.
51811<4 10 20 40 80 100 200 .. 1-t -!:---tft 1 11 q ---'i i ! H ---H*--" MOTTllD SRUWN t>RI SillY CLAY (MOOIFllD lOES\1 -.. BULK SAMPlE TEST PIT ADJACENT Tl llCh I .1;, I' l'::j ... r -" .r .. I ----I "' 1--i -.. I I r it ( ' 1 1000 10 01 UfUt.!N SIZE !H U.S S To\hOARO SIEVE Sllf. lO 40 60 10 0 I GRAIN SIZE IN WILUMETCA$ F1NE koAifuj I fuH* I ! ,, w9nri. l "I I 5' [ J L r .. \ *-*------001 SILl OJt CLA'1 --f\ i t oo* 0 Ot SILT OR CLAY I .. ---------*-* I 0.00 1--t---r--1----f --" .. -*-T 0001 1 ____ j "l 0001 *_: __ j CLASSIFICATION sc U. $. 5 TANOARO SIEVE SIZ£ 100 .!11811<4 10 20 ... " .. "' *GRAY SILTY CLAY 'liTH SOr4E BROWN MOTTLING (ACCRET *GLEY) ,.. .. "' iBULK SAMPLE OBTAI FROM lEST 1 PIT ADJACENf TO (HlR NG .. z ;;: ... z .. ** 0 "' .. .. .., I ... 1000 tO ('II "' .. z ;;: ... 0 >O "' r to [ L. *--J C0881.-£S OEPTH l 0 5 C088l£S --DEPTH II 51 -GRAIN Sll[ IN lilllh tiME. fERS 1,.. Ml* t .. ( 1 Cj.i.> I _ fc'JAA5rl I M[Oil'lo' I c:t --r NAl-Nr-1 ll (j, i r* -__j -l 0 Ot U_ $ :, TANOARO $It 'J[ $lLt. )Itt 101"-SMIMS/811<4 oO tO *0 eo 100 II!KoO "' -.._ r-r--f--------I -* *---I I -----" I MOTTLED BROWN AND GRAY SILTY CLAY (MOOIFIEn lOESS) .. BUlK St\HPl f OBTAINEfl rROM lt ',) 1-'11 l --AU I A <EN I f<* BOR I 1H, p /9 --" I I; "* .. I I " I l M -I I ,il - .., I I fl 1--I l --I "" 1-100 10 10 0.1 0.01 o.oo GRAIN SIZE IN MILLIMETERS OR Cl.A'1 U.S. S TANOARD SIEVE SIZ£ .. acttttt++ if----+ -If r1J' w .. ,_ " GRAY SILTY f LIAY WITH SO E BROWN .MOTTLING lOESS) -*---*-*--*-*[\ 1-BULK SAMPI E. OBlA!NE(J lEST PIT All JAr Ufl TO s:wP*G ,. yo l I I *I---I----- l I -* --*-It--.. -.. .. 001 S1LJ Ofll C:lA1' .. -... Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT fINAl 1 ,Af f:-1 Y ANALYSIS I i t0LIRE 2 ':\-441 GRAIN SIZE DISTRIBUTION ... :1: .. i "' .. * ;;: ... * ... u r 00 * " JO .. I 1000 IN P-7Z .. .. * ;;: ... r .. 10 .. I BORING P*SO ... % !! ..
- 0: ... z ii: ... z .. " 0: r 00 " 1< "' .. 10 .. I 1000 U.S. STANDARD SIEVE SIZE SIN IS IN. $1'41N 318 lit 4 10 20 40 60 100 100 .. *-r--.. -* I .'\. I I -* --MOTTLED BROWN AND GRAY CLAYEY FINE TO COARSE SAND (TILL) I I I I II I I =J1I 10 I GRAIN SIZE Ill MILLIMETERS coee'"u cwtl 14 fn "' lcoUH! DEPTH CLASSIFICATION p 27.0' sc U.S. ITANOAIIO SI[V[ SIZf 10 10
- MOTTLED GRAY AND BROWN S I LTV CLAY (ACCRETION-GLEY) I I I I 100 I I 01 GRAIN SIZE IN IIILLIM£TERS c@t.fit*tlL
" lco&RS£1 DEPTH Cl&SSIFICATION 12 CH U.S. STANDARD SIEVE SIZE 1111 II tit""'" 3111N.4 to to 4o eo 100 100 .. ........ I . I .... ........ a YELLOWISH-WHITE SANDY CLAY (GRAYDON CHERT 111 I I I I 0 I 0 I GRAIN SIZE IN MILLIMETERS FUI <:O.UIS . !--001 .... IU,.T Oft CUY " r-001 0.001 IH.f Oft CLAY ...... ........ ** I 0.00 'ILT OR CLAY ----------1 ... :1: .. i 100 .. JO I BORING P-77 .. .. 10 .. I U.S. STANOAIIO SIE:V£ SIZE SIN.. I SIN. 11'4111.!/111!1.4 10 10 40 SO 100 100 I I ---ORANG ISH-BROWN C LAVEY FINE TO COARSE .... I " WITH SOME SILT (TILl) I 0.1 411&111 SIZf IN ltiLLIMETIIII COIIL.II cwd"I'b* le§illill ilp*MI'A I '" I 6'" lsc C:LA=CAT!OII LL I I'L I "I 1 I U.t. STANOAIIO IIIVI IIU .. ....... 0 40 10 100 100 --GRAY SILTY CLAY WITH SOME BROWN I'OTTLI NG AND TRACE OF FINE TO MEO IUM SAND ( ACCRET I ON-GLEY) I I I GIIAIN S!Zl IN IIILLIIIUitiiS I _... I twd"'t" ,,., ,....... * *. t** I .... I m it 1--r--r--II! o.OI .... IUJ' Ott CUV II! r=m \. -.01 ... IU.f Ott CI.AY 12.2 1 CH 124.1 S1 18 . U.l. STANOAIIO IIIYE SIZE IN. 1.1111. ... 11Llilelll.4 10 10 40 10 100 100 Jill 11 1 11: IIClftttttt-+;,., "'n "" ootttH+t-t OF FINE TO MEO IUM SAND (ACCRET ION*GLEY) l ' I .... I .! 001 o.oo GRAIN SIZE IN I!IILLIIIIET£RS C0.8LI1 COM.:M+flb ,IZliOiiif, IIIDIC!"D I ""' liLT Oft CUY i i i i Iii i I U.S. STANO&RO SIEVE SIZE I :SIII.tiiON.'-'4tN.S/81N.4 oo to 4o eo ooo 100 -\. " GRAY SILTY CLAY WITH -I"'"""' .... .. ACCRET lON-GLEY) I I IIC I I I I I I. 0.1 o.o. .. GIIAIN SIZE IN IIILLIII[T[RS I!LJ' Oft CLAV C:LAIIIFICATION U.l. STANOAIID SIEVE SIZI': I liN. liON. .,.III.S/811t4 10 10 40 eo 100 100 * ....... " BROWN FINE TO WITH TRACE OF 10 (TILL) I 10 I ... MEDIUM SAND \ SILT AND CLAY I -1"\ \. I I I I 0. I .!lAIN SIZE IN IIIILLIMET!III IH..f 01 CLAY CLARIFICATION Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-448 GRAIN SIZE DISTRIBUTION ... z "' " "' "' .. 00 00 t " 70 I "' 401 >O *o 10 0' 1000 70 U.S. STANDARD SIEVE SIZE !IN I !SIN 3./41N 3/81N.4 10 20 40 60 100 200 U.S. STANOARO SIEVE SIZE I .. 31N I SIN 3/41N 3 81 4 10 20 40 60 100 200 .m IHH ll lll' I -I -t-t: Jlf, I -H-l-1-ll!l 'Ill lf,h-ITH I i""!""'-f--r--I it. 1 I 'II; -llfii I -__ ,_ dtl If:! -,-1,--+-',II I! I -r-Ill I lilt 1 1:1!' -r--llf rf-- I -!-II:: I' I 1 rt-1 ,, I GRAYDON CHERT CONGLOMERATE --lt 1,--! BELOW PLATE LOAD TEST lOCATION lH-}--COBBlES mTrnllliltiT-- -I; 1H :, IHH:t+-.-rr J flq 'Ill II 100 10 10 ' GRAIN SIZE IN MILLIMETERS .c=£.1.N(3 CLASS!F!CATION l\ I -r-iji -f---H-+-1+-I"'..,. I i--1---1; i-l-f'1 1 i----+ c-r---'" --1-+ ,, --I 1-+,-I -I :< -I+ e-1 il i----Iff 1-0 01 SILT OA CLAY===J__ "'![ 1 i!;i j: 11 ;/-r-,t-':*lfl;i+i= lql ; -..., ** rl !-:: H 1 irH _u___ r; , . .:;. j -:-H---1 --I I GRAYDON CHERT CONGLOMERATE 1_': ' ' I J.i I -i.c.:. ; X , 0 -j BELOW PLATE LOAO TEST LOCATION I ' :r; 11; 10 I l1"! ++H---e 1 '1 l!lil: ih:: ' !:ii jf-f-i-!r::J-H- J!fj-IOOO 100 10 10 COl OCOI Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-449 PARTICLE Sl ZE ANALYSES ,. .. "' w "' ;:;: ... z ... u "' ... .. ... "' <> "' il:-,. .. "' "' z ;:;: ... z "' u " "' .. ... l: "' "' il:-,_ "' a: "' " ;:;: ,_ "' "' u "' U.S. STANDARD SIEVE SIZE 3 15 N 3/41N 3/81N.4 H) 20 40 60 100 200 IN. I. I >00 I I 90 I I I i h ' I I --*t 10 I =!=1=iffi t !--r--r, t ... I-C-\\f---r+ I I "' I I 1-f--I " T ****-40 * ' . ' I !' I ' I .I il I II -. I i >o I GRAYDON CHERT CONGLOMERATE
- --f... BELOW PLATE LOAD TEST LOCATION . I tO It iiiffil --+-' I 10 I! ),* I ,, .. I! *I II ' I I '* I 0 ' I 0.00 """' 10 0 0 0> GRAIN SIZE IN MILL!M£T£RS 100 1+-r-*o rH + !----10 'b! f---* j: **i-d "" 40 30 tO >0 0 >000 +-L-.. I I 1\-f-I i'. ,--' \ ' '\ 0 00 1+1++-H++---H-i!++++-+-t*r-1-* -I 1--1---I u, "-t-1-+-+-1 '* < .. ;_.--I II I:, rm+hi-H+-+-l----+i++-4*H-----J
.,.,.. =!ti!.H:t::t:LI= 1 1 :rtl .. t-rr GRAYDON CHERT CONGlOMERATE li.l *1 i 1 I-- BELOW PLATE LOAD TEST LOCATION I I I' I 1+1+++--1-r-, T . l-*Til i ' h I T-jl-j I ' IJ-r, --t->1+1++-H++- .. !0 I 0 0 I o o* GRAIN S!ZE IN M!LL.IMETERS U.S. STANDARD SIEVE SIZE 31H I 5 IN 3/41N 3/81N.4 10 20 40 60 100 200 '. $11 + I --t---I I t i -I----+--I .... , i I 11;1, -10 +-1 ,-hiH-1-,. "'k-+rl* l4+-r1+-r-*11 i I 'I I++P i . i i ri t : I' ";.Ill J_ I --I+ "'I ' ' Ill ' I I I ' HH tft-bl.,. r t-'-1 40 ., I *ill "' ,, I i +-f f-LL ,I, I I, 'I >o II H-h p GRAYDON CHERT CONGLOMERATE -->o BELOI/ PLATE LOAD TEST LOCATION I I >0 rtrr--fiiiiiiiT i l1iii IIi :'---I. 1'\. I h h ,, I--__ --.,., 0 II II I 1000 10 I 0 01 0 0> 0001 100 GRAIN SIZE IN MILLIMETERS ... 90 10 I "' 40 I >O tO >0' I I 0 1000 .... "' <:' "' il:->-"' "' "' " ;;:: ,_. u >O "' "' .. to 10 90 U.S. STANDARD SIEVE SIZE !IN I SIN 3/41N 3!81N.4 ID 20 40 60 100 200 n fl:. I I ' . I ' I ' I I I I I 11 i I H---* f, I ---I I -I--I I I I _ll_ ' ----1. -t-f--j GRAYDON CHERT CONGLOMERATE h BELOW PLATE LOAD TEST LOCATION wnnTT***--wrlll-I ' II \' lit, It!! I ll1 *co ' >0 0 ' GRAIN SIZf IN MILLIMETERS U.S. STANOARO SIEVE SIZE 20 U.S. STANOAAO SIEVE SIZE -l i . ' 1---lh ---*-" I ' -* ' 0001 7C +--I ' fit tHHf--1 I . --lL-JitHII 1---i+H+HI--1-+, -i.f -.-+-----; FR:-f 1 r t* -" uLH-1 '
- r
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- 1 i\. 40 111 11-i---t*j-ill
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--lH+' f-' 1--1-+--'\-----l , 0'ttttl-+*!j- __ 1 II li ,.., 'i"' I, i _ GRAYDON CHERT coNGLOMERATo
- --
"-zo BELOW PLATE LOAD TEST LOCATIO!! -if----fi-! 1+ 1 1 J+ i IH--f--IJ.lf'-4+-'-f---fl++J+i-+--f----1 r 111111 1 1 1 1111, "1 .--t-rTr ,r--t+---+tH-
- o rrTTT I I . II ill I I' I .m.
0 mn* -1 r.r IR --1000 >00 10 I o o* 0.001 GAAIN SIZE IN MILLIMETERS ,.. .. "' "' .... z w u ::; .. U.S. STANDARD SIEVE SIZE 31N IS IN 3/41N 3/81N.4 10 20 40 60 100 200 00 ** I I I I l I I I -+-I I t 10 *m ' I -'-I--* "' , __
- 40 F 1'\. I -I ' : ,. ' . .
,, >O tO I 0 >COO I GRAYDON CHERT CONGLOMERATE 8-;ELOW' PLATE lOAD TEST LOCATION :: I I 1¥1 II It Iii II ' II lOO 10 I GRAIN S<ZE IN MILLIMETERS I 01 0.01 I "' 0.00 Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-450 PARTICLE SIZE ANALYSES o:o -< s::zrri 0 l>C oi:r c--i r n en ., (j) < l> en c enx ::0 . --i , (/))>:0 N , -iz (JI )> ,. I :0 enn ..,. -io (JI en enZ -i--i :0 :0 l>en 0 -::t: r ZITI r )> fTI :0 0 "'TI c: z z )> ,.....00 "'Tir-m mr-r- )>=eo zl>-t )>-<:2 :("'Co Vll>O ::ooZ:S: 0 )> ::>0 z --4 -< com cr>:'= 0 r 6 ;;:-.. " .. :> J :> 0 0 :1 DEPTH/ELEVATION 4.0'/838 9' s.o'/835:8* SINGLE 10 SHEAit STitAIN O:tl -<I'Tl s:Z(J) ol>c os:r c--t ro(J) 5i-to ., :tJ., (i) <l>(J) c
- n I'T1 (J)l>:tl N 1"1 -tz CJI )> 1"1' I :tl (/)(") .,.. -tO CJI (/) <nz N -t --t ::n (J)::n )> z I'Tlr )> I'T1 :tiC c: z z )> -,.....00 t/'):t>z rnr-r--1;t>m -<:eo )>:t>-t z-<:tJ )> -
t/'):t>O :::ooZ:S: 0 :t> ::::'0 z -1 ex> CD -< O>:< 0 r 6 ;;:-"' " <:> ,.; ..J 0 0 ::1 c "" .., :z: "' 1800 PSF 2500 PSF 1500 PSF 1 700 PSF SINGLE 10-2 AMPLITUDE SHEAR STRAIN 10-1 (PERCE NT) 10 ., G> c ::0 ITI I\) Ul I Ul 01 m:o --co 0 r 6 1,000 ;;:: "' "' 0 . ... ::> .J ::> a 0 2 Ill: 100 <C ... X "' f :i I j .. : BORING P-5 P-5 P-76 P-104 DEPTH/ELEVATION
- 23. 5'/819.6' 25.5'/817.6' 23.0'/819.9'
- 24. 5' /816.3' 3300 PSF 3 500 PSF 2100 PSF 2200 PSF 10*3 10*2 1o*l SINGLE AMPLITUDE SHEAfll STRAIN ( PEfiiCENT) 10
1-z w 30 20 .... ll. ... <( a: <!> z BORING A P-76 0 P-104 OEPTH/ELEVAT ION 4.0'/838.9' 5.0'/835.8' ll. *I :lE .! . ;; ' l (. ' ' : ' ,. r-: rn j :---. 1-+i,H:!H-H:t* CONSOLIDATION 500 PSF 625 PSF I I. I I ! '.j : i MODIFIED LOESS l . > i ' : -t . ---t*--I' ! . '; .. 1 10 SINGLE AMPLITUDE SHEAR STRAIN (PERCENT) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-455 RESULTS OF STRAIN-CONTROLLED DYNAMIC TRIAXIAL TESTS, DAMPING RATIO VS. SHEAR STRAIN 30 1-z w :i 20 w "--1-.. "' <!> z a: ::1 .. a 10 ;_! ; j 1: j : .. I I l; :. : I: I. . Jlj __ __j, __ 10" 2 CONSOLI OAT I ON 1800 PSF 2 500 PSF 1500 PSF 1700 PSF 'I T ' t ACCRETION-GLEY ,., ' ... , I 'I ' I , : I * . :; .. .ij.LLJ-I I II : l :.1 10 SINGL.E AMP;.ITUOE SHEAI'I STRAIN (PERCENT) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-456 RESULTS OF STRAIN-CONTROLLED DYNAMIC TRIAXIAL TESTS, DAMPING RATIO VS. SHEAR STRAIN SINGLE AMPLITUDE SHEAR STRAIN (PERCENT) Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-457 RESULTS OF STRAIN-CONTROLLED DYNAMIC TRIAXIAL TESTS
- DAMPING RATIO VS. SHEAR STRAIN 1-z .., GRAYDON 30
.., "-1-<( a: "' z 0: :1! <( 0 10 SINGLE AMPLITUDE SHEAR STRAIN (PERCENT) 10 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-458 RESULTS OF STRAIN* CONTROLLED DYNAMIC TRIAXIAL TESTS, DAMPING RATIO VS. SHEAR STRAIN 0 0 0 II 260 240 220 200 180 160 120 -* 100 60 40 20 GEOPHYSICAL SURVEY DATA ON ' THE TEST PAD; V 5 = 1300 fps MJI.rtRlAt. FAC( ttl (INITIAL} FAC.( Ill (INITIAL) FAC£ I (TEST PAD) FAC.E I (l'UT rAD) fAC£ I i i
- i' i--+ 1)9.0 7000.0 A I i 1}8.4 )000.0
- II Ill,) )000.1 <:> 1)2.) 3000.0 8 1-, I I SINGLE AMPLITUDE SHEAR STRAIN (PERCENT)
NOTES: FACE I, FACE Ill: ON-SITE MINE TEST FACES. INITIAL: SAMPLE OBTAINED PRIOR TO CONSTRUCTION OF THE STRUCTURAL FILL TEST PAD. TEST PAD: SAMPLE OBTAINED DURING CONSTRUCTION OF THE STRUCTURAL FILL TEST PAD. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-459 RESULTS OF STRAIN-CONTROLLED DYNAMIC TRIAXIAL TESTS CRUSHED STONE Fl LL AND BACKFILL .... z 20 ... j ... :,. _i ***1 ...
- 1.1.1 ... .* * > i ... 0 *t* .: ... I I:* j l SINGLE AMPLITUDE SHEAR STRAIN (PERCENT)
NOTES: FACE I, FACE Ill: ON-SITE MINE TEST FACES. INITIAL: SAMPLE OBTAINED PRIOR TO CONSTRUCTION OF THE STRUCTURAL FILL TEST PAD. TEST PAD: SAMPLE OBTAINED DURING CONSTRUCTION OF THE STRUCTURAL FILL TEST PAD. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-460 RESULTS OF STRAIN-CONTROLLED DYNAMIC TRIAXIAL TESTS CRUSHED STONE FILL AND BACKFILL KEY: SYMBOLS SAMPLES 0 ,.0.,8 BORING P-87, 13.0 1 DEPTH e,A.,. BORING P-76, 17.5' DEPTH BORING P-83, 14.0' DEPnt Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANAlYSIS REPORT FIGURE 2.5-461 RESULTS OF STRESS-CONTROLLED DYNAMIC TRIAXIAL TESTS, ACCRECTION-GLEY 0.8 0 u a::C\1 ' ui't) (/) <.1 0.4 w I-ll (1)0:: 0.1 . I
- I .* , *-* :--*-....___:_
__ .... ......... i i-! '! **I 'I '1 . I ' . 1 1 i . :I '1 10 100 1000 NUMBER OF CYCLES TO 5% DOUBLE AMPLITUDE SHEAR STRAIN Material Specimen Dry Con so 1 i dation 0 i ter Density Pres t::. (f3c Source ( {pel) (;>sf) Face I I I 5 139. 1 3400 (Initial) Factl Ill 5 139.2 2100 (Initial) Face I 4 139.8 6000 (Tesr Pad) Face I 4 13 5. 1 6000 (Tc:st Pad) Face I 4 131.7 6000 (Test Pad) FACE I, FACE Ill: ON-SITE MINE TEST FACES. INITIAL: SAMPLE OBTAINED PRIOR TO CONSTRUCTION OF THE URAL FILL TEST PAD. TEST PAD: SAMPLE OBTAINED DURING CONSTRUCTION OF THE URAL FILL TEST PAD. * ...
- 0 8 Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-462 RESULTS OF STRESS-CONTROLLED DYNAMIC TRIAXIAL TESTS, STRUCTUAL FILL AND BACI<FfLL PLATE LOAD PRESSURE (P) IN PSI o. ____
_____
SUMMARY
OF DEPTH DEPTH BELOW TEST GRAPH BELOW TOP OF h NO. SYMBOL GROUND GRAYDON IPCF) r.suRFACE CONG ERATE (FT) IFTl 0 1 0.0 114.0 **-** 2 * - 1.0 113.6 3 A ---6.0 0.0 122.1 4 * *---7.0 1.0 126.4 -*-*-*-* -*-* , ........ , . -., ... , ** _,I ........ 1 *-..... . +-------+------+'-----* ___ -.... .
r--------
+-*--4--------4--*---+----*--i------"" PLATE LOAD TEST vo W% c.z (PCF) (PC I) 84.1 3!1.4 667. 94.0 20.7 1276. 99.4 22 8 519. 10!!.7 19 7 891!1. DATA SUBGRADE MOOULUS,K CONVERTED TO 12" PLATE (PC I) xiOl 12. 22. 9.3 16,1 MODULUS OF ELASTICITY, E (PSF) xlo' 1.4 2.6 !.I 1.8 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT PLATE 2.5-463 PLATE LOAD TEST N I ( 0 0 ci 0 N ci ,.., ci S3H::lNI Nl '(g) 'NO!l::l3lJ30
..,. ci "' ci Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-464 PLATE LOAD TEST RESULTS , )> -f I'T1 'TI b G) )> c 0 :::0 I'T1 -f I'T1 N (/) U'l -f I :::0 I'T1 CJ) (/) (.JI c (/) 0>::0 --(I) 0 r 6 PLATE LOAD PRESSURE, (P), IN TONS /SQ. FT. 0 0.0 0.1 2 4 6 ""---c n. z 0 0.3 :--------o-w .J ... w 0 0.4 0.5 I -------r---8 10 12 14 16 PLATE LO)D TEST II I GRAYDON CHERT CONGLOMERATE (CLAYSTONE) 24 INCH DIAMETER PLATE -ELEVATION: 807.7 FEET AUXILIARY BUILDING -.. r---.. r.;-. ......... --r-------- , r )> -f 1"'1 .., r 0 C> )> c 0 :0 1"'1 -f 1"'1 I\) (/) 01 -f I :0 ... 1"'1 en (/) en c (/) O">:IJ -co 0 r 6 Ill w :X: u z -z Q 1-u w _J ... w 0 PLATE LOAO PRESSURE, (P), IN TONS/SQ.FT. 0 2 4 6 6 10 12 14 16 ---GRAYDON CHERT CONGLOMERATE (CLAY-CHERT MIXTURE) 24 INCH DIAMETER PLATE ELEVATION: 810.7 FEET +--------+--------+--------+-------- 4-- BUILDING 0*' 1.5 DEFORMATION CONTINUED RAPIDLY AFTER MAINTAINING THIS LOAD FOR 4 MINUTES (FAILURE) 2.o+--------+--------+--------t--------+--------+--------+-------t----------1 2.5i_ ______ _i ________ "'0 )> -t 1'1'1 ., 6 G'> )> c 0 ::n 1'1'1 -t 1'1'1 N (/) 01 -t I ::n
- IT! en (/) ..... c !:4 (/) O>::D -m 85:c:: 0 r 6 PLATE LOAD PRESSURE, ( P), IN TONS/ SQ. FT. 0 2 4 s 8 m 14 !6 18
__ GRAYDON CHERT CONGLOMERATE [ (GRANULATED CLAY) 0.5 +-----+----+-----+--= .............
- ---+----+-----+-30 INCH 0 I AMETER PLATE -" ELEVATION:
807.0 FEET CONTROL BUILDING UNIT I EXCAVATION :: \ s 1\ ii 2.0 +----+---+----+----+----l----f-__l+-f---+---+--- SLOW CREEP DEFORMATION CONTINUES AFTER 2 HOURS AT LOAD (FAILURE) 2.5+------+----+--------+------+--------+------+--------+--------+--------4 ., r l> -f 1"1 'TI r 0 G') l> c 0 ::u 1"1 -f 1"1 1\) (/) -l (JI I ::u 1"1 en (/) (D c Cj (/) PLATE LOAD PRESSURE, (P), IN TONS/SQ. FT. 0 PLATE Loho TEST v I 2 4 14 16 18 6 8 10 12
- GRAYDON CHERT CONGLOMERATE (CLAY-CHERT MIXTURE) 30 INCH DIAMETER PLATE o.s ELEVA T1 ON: 810. 1 FEET -REACTOR BUILDING """ UNIT I EXCAVATION
- --
I "" SLOW CREEP DEFORMATION I CONTINUES AFTER 2 HOURS 2.5 +----+----+----+-----+------t--AT LOAD (FA I LURE) 3.0 -'----------'----------'-----------'---------'----------L---------'---------'----------'---------' , !""" 1"1 ., 5 C) J> c 0 ::0 , -1 1"1 1\') (/) Ul -1 I ::0 .(,lo 1"1 (/) c (/) O>JJ -ro 0 r 6 PLATE LOAD PRESSUHE,( P), IN TONS/SO.FT. 0 2 4 6 6 10 18 0.0 *-*---i-12 14 116 I PLA GRAYDON CHERT (WEATHERED CLAYSTONE) 24 INCH DIAMETER PLATE ELEVATION: 812.1 FEET 0.2 -REACTOR BU ILD I NG UNIT 2 EXCAVATION 0.4 06 -+------l-----+------1--------1!----------+*-- z 0 .... u w -' ::; 0.8
*-...... '
0 I . 1.0-+------li------ SLOW CREEP DEFORMATION CONTINUED
t------1----
FOR 3 HOURS WITHOUT REACHING ------L2-1------EQUILIBRIUM AT THIS LOAD (FAILURE) I ___ __,_ __ .1_ ___________ L J .., 6 C) )> c 0 :::0 m -f 1"1'1 1\) (f), -f 01 I :::0 1"1'1 ..... (f) 0 c ct (/) O>::xJ -m 0 r 6 PLATE LOAD PRESSURE, (P), !N TONS /SQ. FT. 1 6 8 !0 14 PLATE JAD TEST v!l I GRAYDON CHERT CONGLOMERATE l (CLAY-CHERT MIXTURE) 0 2 16 -0*2 iE AUXILIARY BUILDING UNIT 2 EXCAVATION 0.4 z -z 0 I 0.6-0.8
*--+----
1.0 __;_ ________ t__ ____ ..__ _______ , _______ _ L_____ --. . ------------L---------1---------- PLATE LOAD PRESSURE, ( P), IN TONS/SQ. FT. w CRUSHED STONE FILL PLATE LOAD TEST NO. l 18 INCH DIAMETER PLATE IN-PLACE DRY DENSITY=145.4 PCF 40 0.1
- 1: (,) z . z Q 1-(,) 1.!.1 ..J t::i 0.2+--------+-----------if----------1---------l 0 0.3-'-----------'-------____J
_______ __L_ ______ .....J Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-471 PLATE LOAD TEST RESULTS STRUCTURAL FILL TEST PAD PLATE LOAD PRESSURE, ( P), IN TONS/SQ. FT. 0 10 20 30 40 0.0-lr--------+--------+--------....__---------f CRUSHED STONE FILL PLATE LOAD TEST NO. 2 18 INCH DIAMETER PLATE IN-PLACE DRY DENSJTY=l42.9 PCF 0.1-+--------"'l<---i--------+---------r----------i
- I: (.) z -z 2 ..... (.) w .J t::i 0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-472 PLATE LOAD TEST RESULTS STRUCTURAL FILL TEST PAD PLATE LOAD PRESSURE, (P), IN TONS/SQ.FT.
10 20 30 CRUSHED STONE FILL PLATE LOAD TEST NO. 3 12 INCH DIAMETER PLATE IN-PLACE DENSITY=l43.7 PCF 40 0.1-t---------t------=::""""';:::---+-------.------------l I u z -z 0 ..... u w 0.2-L ______ _J ________ J_ __ 0 0.3-'-----------'-------.......l..- _______ _L_ ______ _t Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-473 PLATE LOAD TEST RESULTS STRUCTURAL FILL TEST PAD PLATE LOAD PRESSURE, (P), IN TONS/SQ. FT. 0 w 40 o.o-k---------+--------+--------j___---------i CRUSHED STONE FILL PLATE LOAD TEST NO, 4 12 INCH DIAMETER PLATE IN-PLACE DENSITY=l40.7 PCF
- t: l) z !: -z 0 1-l) w ..J 0.2+---------+---
+--------f-"oo..-----------j 0 0.3-'-------
- --** _____ _J_ _________ -----------Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-474 PLATE LOAD TEST RESULTS STRUCTURAL FILL TEST PAD PLATE LOAD PRESSURE, {P), IN TONS/SQ. FT 0 O.C-k----------t--------+-------+-----------1 10 20 30 40 CRUSHED STONE FILL PLATE LOAD TEST NO. 5 18 INCH DIAMETER PLATE IN-PLACE DENSITY=139.8 PCF O.l+------------1-..31.......-------+-------..,---------l I u z -z 0 1-u w ....J 0.2+---....----------4---------+----"-...-----+-----------1 Cl 0.3,-L------------l-------_L
____ _ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-475 PLATE LOAD TEST RESULTS STRUCTURAL Fl LL TEST PAD PLATE LOAD PRESSURE, (P), IN TONS/SQ. FT. 0 m 40 0.0+---------+---------il---------'----------1 CRUSHED STONE FILL PLATE LOAD TEST NO. 6 18 INCH DIAMETER PLATE IN-PLACE DRY DENSITY=139.8 PCF
- X:: u z !': z Q ... u IJJ ...J 0
______ __._ _______ L__ ___ _ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAl SAFETY ANAlYSIS REPORT FIGURE 2.5-476 PLATE LOAD TEST RESULTS STRUCTURAL FILL TEST PAD 0 0.0 -z 0 u lJ.J __J PLATE LOAD PRESSURE, ( P), IN TONS/SQ. FT. w 40 ____ J ____ . ____ -i CRUSHED STONE FILL PLATE LOAD TEST NO. 7 24 INCH DIAMETER PLATE IN-PLACE DENSITY=139.7 PCF I 02+----------+--------+------*--*---r-0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-477 PLATE LOAD TEST RESULTS STRUCTURAL Fl LL TEST PAD ! ! ! SURFAC'it WAVE STUDY I SEISMIC REFRACTION PROFILE 4 -SEISMIC . REFRACT10N PROF'II,..£ 3 UPHOLE' SURVEY LOCATIQNJ GE(>PHYSICAL LOGGING LOCATIONJ ' p-,48 }'AVE STUDY ,, BIRDWELL GEOPHYSICAl, LOCATION P-62 ----SEISMIC . PROFILE I J FEET AMBIENT STUDY LOCATION 500 0 500 1000 --*--BIRDWELl.. qj;:OPHYSlCAL LOGGING LOCATION. SE15MIC REFRACTION PROFILE 2 / trw+w= I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2. 5-478 LOCATION OF GEOPHYSICAL STUDIES I V> 0 z 0 u w V> 06 ;,; w :. ;:: .040 900 85 0 TIME-DISTANCE PLOT . .,.-SEISMIC PROFILE I APPARENT SEISMIC VELOCITIES GIVEN IN FEET PER SECOND 2 0:: 0 m l 2000 FT;SEC "' w _J u: 0.. 2 0 w (f) ,_a:: zO -ID 2000 N ' "-"' a:: 0 r FT I SEC ,_ w 80 ----------- 1 GLACIAL AND POST-GLACIAL SOIL DEPOSITS 0 ;-3500 FT1SEC-------------- 4500 FT I SEC" --------4400 FT1SJ ,; z 0 ;:: , f=' ------GRAYDON CHERT CONGLOMERATE = =--::::...-=..-=---::;...--:::::....-e:._-=:::::_:::.:::_-=--=- = =---.::::. -::..:---_- ____________ w 75 -' w 0 *---_____ ---* _9_:oo (§Sf_s_:::v_::':' _______ GALLAWAY FORMATION
- Or--** --T.D. 154.0 FEET 70 14,000 FT I SEC COTTER-JEFFERSON CITY FORMATION 0 -BURLINGTON FORMATION
= 10,300 FT I SEC ---------------' 13,400 FT 1 EC 305.0 FEET t 'i"ro 65 0+00 STATION NORTHWEST 1+00 2+00 3+00 4+00 5+00 6400 HOO B+OO 9+00 10+00 11+00 1. TIME DISTANCE PLOTS REFLECT INFORMATION COLLECTED FROM SHOT POINTS MADE AT SEVERAL LOCATIONS ALONG A SEISMIC LINE. FOR CLARIFICATION. TWO PLOT SYMBOLS HAVE BEEN USED TO INDICATE THE ORIGIN OF THE SHOCK: FROM THE LEFT(.) FROM THE RIGHT(+).
- 2. THE SUBSURFACE SECT IONS SHOWN REPRESENT OUR TION OF THE MOST PROBABLE CONDIT IONS BASED UPON INTERPRETA';IONS OF PRESENTLY AVAILABLE DATA. SOME VARIATIONS FROM THESE CONDITIONS MUST BE EXPECTED.
- 3. ALL THE COI1PRESSIONAL WAVE VELOCITIES SHOWN ON THE TIME-DISTANCE PLOTS ARE APPARENT VELOCITIES.
THESE VELOCITIES HAVE BEEN COMPUTED DIRECTLY FROM THE PLOTS. WHEN THE APPARENT COMPRESSIONAL WAVE VELOCITIES HAVE BEEN CORRECTED FOR SURFACE TOPOGRAPHY AND SUBSURFACE VARIATIONS, THE ACTUAL COMPRESSIONAL WAVE VELOCITY RESULTS, AS SHOWN IN THE SUBSURFACE CROSS-SECTIONS. r GROUND SURFACE 2000 FT;SEC 1700 I st:c; 4500 FT I SEC 4300 FT I SEC 10,500 FT; SEC 11,000 FT I SEC 14,300 FT I SEC 206.0 FEET 12400 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 tOO VERTICAL EXAGGERATION 2X LEGDID: CONTACT FHOM SEISHIC REFRACTION DATA ONLY CONTACT FROM BOREHOLE DATA ONLY 22+00 2000 FT I SEC 2300 FT I SEC 1 *-3400 FT I SEC 4300 FT I sEC 9800 FT I SEC -------14,300 FT I SEC 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 SOUTHEAST Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLA.NT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-479 TIME-DISTANCE PLOT SEISMIC PROFILE TIME-DISTANCE PLOTS -SEISMIC PROFILE 2 APPARENT SEISMIC VELOClTIES GIVEN IN FEET PER SECOND 120 OtOO 1+00 2+00 HOO 4+00 5+00 STATION 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26tOO 27+00 28+00 29+00 30+00 SOUTHWEST NORTHEAST 900 <.'> Z ii' o (IJ N , cc <.'> "" a: 0 -c;: 0 g: Z f--UCC W <n<.'> a: Z w-Q cc <.'> '" a: 0 (IJ '" cc co z a: o (IJ iGROUND SURFACE 1 850j _______ ________ 1500FT/SEC 2000FT/SEC 1800FT/SEC 2000FT!.SEC 1500FT/SEC 2000FT/SEC 2000FT/SEC GLACIAL AND POST SOIL DEPOSITS 4500 FT /SEC 5100FT/SEC L----------------------------------------t.--_-- __ ---__ __ __ __ __ __ '? --8500 FT/SEC--'9-000 'FT/SEC------ 1------'IOOi::iO-FT/SEC---*-------750 BUSHBERG FORMATION SNYDER CREEK FORMATION BUSH BERG FORMATION 9000 FT ISEC TO 115.0 FEET 700 14,600 FT/SEC 14,300 FT ISEC COTTER -JEFFERSON CITY FORMATION CALLAWAY FORMATION L: TD144.5 FEET 13,800 FT ISEC 13,800 FT / SEC 650,+-______ ,-______ -r ______ ______ -T ______ __ 0+00 ItOO 2+00 3+00 4+00 5+00 STATION SOUTHWEST
- 1. TIME DISTA.LE PLOTS REFLECT INFORMATION COLLECTED FROM SIIOT POINTS MADE ,\1 SEVlRAL LOCATIONS ALONG A SEISI-lie LINE. FOR CLARIFICATION, TV/O PLOT HAVE BCEN USED TO INDICATE THE ORIGIN OF TilE SHOCK: FROM THE lEFT (.) FROII THE HI(,HT (+J. Z. THE SUBSURFACE SECTIONS SHO\,N REPRESENT OUR EVALUATION OF THE I10ST PROBABLE CONOITIONS BASED UPON INTERPRE-TATIONS OF PRESENTLY AVAILABLE DATA. SOME VARIATIONS FROM THESE CONDITIONS MUST BE EXPECTED.
- 3. ALL THE COMPRESSIONAL WAVE VELOCITIES SIIOWN ON THE TIME-DISTANCE PLOTS ARE APPARENT VELOCITIES.
THESE VElOCIT ES HAVE P,C[N COllrUTEIJ DIRCCTLY FROM TIlE PLOTS WilEN APPARENT COMPRESS IONAL WAve VELOC ITIES HAVE MEN CORRfCTED FOR SURFACE TOPOGRAPIIY ANIl SUBSURFACE VAR IAT IONS. THE ACTUAL COMPRESS IONAL WAVE VEloe I TY RESULTS, AS SHOWN IN THE SUBSURFACE CROSS-SECTIONS. 6+00 7+00 8+00 9+00 10tOO 11+00 12+00 13+00 14+00 15+00 16+00 17+00 IStOO 19+00 VERTICAL EXAGGERATION 2X LEGENU, ---CONTACT mOM SE 15fllC REFRACTION DATA ONLY ----CONTACT FROM BOREIIOLE DATA ONLY 20+00 21+00 22+00 25+00 26+00 27+00 28+00 Rev.OL-O 6/86 29+00 30tOO NORTHEAST UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5 -480 TIME-DISTANCE PLOT SEISMIC PROFILE 2 TIME:-DISTANCE PLOT-SEISMIC PROFILE 3 APPARENT SEISMIC VELOCITIES GIVEN IN FEET PER SECOND "' 0 z 0 0 "' "' .120 020 0+00 STATION WEST 900 850 1+00 2+00 "' I "' "' z <r 0 a:l 16+00 l?t-00 !8..-00 I 0:: "' ;:; a: 0 m 19+00 _,. 20+00 21+00 2100 2000 22+00 23+00 24+00 EAST "' w "- ______ 1300 FT I SEC 1800 FT I S 12100 FT I Sec. (GLACIAL SOIL DEPOSITS SOC 3500 FT /SEC 3200 FT I SEC _l 1200 FT I SEC .j. 1500 FT I SEC ""' 2000 FT I SEC--1 4500 FT 1 SEC * ---1800 FT I _sf_ G._--:--.... 4600 FT I SEC GRAYDON CHERT CONGLOMERATE 4300 FT I SEC 3600 FT I SEC 750 1000 FT I SEC 11000 FT I SEC TD 95.0 FEET --CALLAWAY JOACHIM FORMATION J::-:+/- 13200 FT I SEC 13200 FT I SEC 14200 FT I SEC 1, 13000FTISEC 1, . ,;!f' 0+00 STATION WEST 1+00 2+00 3+00 4+00 5+00 I. Tl DISTANCE PLOTS RULECT INFOHfiATION COLLECTED SIIOT i'OINTS fiADL AT SfVI.RAL LOCATIONS ALONG A SlilC LINE. lOP. ClARIFICATION. T\10 PlOT SYMBOLS 8LLN \JSfD TO INiliFAT[ TilE ORIGIN OF TilE SHOCK: FRO!*! Till LErT (.) Ff\OM 111[ RIGIIT (+). 2. THE SUBSURFACE SECTIONS SHOWN REPRESENT OUR EVALUATION Of THE 110ST PROBA8l E COI!OITIONS BASED UI'ON INHRPRE* TATIONS Of I'H!St:NTIY AVAIIMIE DATA. SOME VARIATIONS FROM THESE CONO IT IONS HUS T BE [ XPECTED. 3. ALL THE COMPRESSIONAL WAVE VELOCITIES SHOWN ON THE TIHE-DISTANCE PLOTS ARE APPARENT VELOCITIES. THESE VflOCITIES HAVE BEEN COMPUTED DIRECTLY FROM THE PLOTS. WileN TilL APPMLNT COMPRESS tONAL VI AVE VElOCITIES HAVE BEEN CORRECHD FOR SUHFAFL TOPOGRAPHY AND SUBSURFACE VARIATIONS, THC ACTUAL COMPRESSIONAL WAVE VELOCITY RESULTS. AS SHOWN IN THE SUBSURFACE CROSS-SECTIONS. 6+00 7+00 8+00 9+00 10+00 L[GLND, 11+00 12+00 13+00 14+00 VERTICAL EXAGGERATION 2X CONTACT FROI1 <;[[SIIIC r-rFHACTION DATA ONLY CONTACT FRO" BORlHOLE DATA ONLY 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23 +00 24+00 25+00 EAST Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-481 TIME-DISTANCE PLOT SEISMIC PROFILE 3 TIME-DISTANCE PLOT-SEISMIC PROFILE 4 APPARENT SEISMIC VELOCITIES GIVEN IN FEET PER SECOND 120 0+00 1+00 STATION NORTHWEST 900 850 1700 1-BOO w w "-'!; z 0 >= 750 " > w ...J w 700 --650 0+00 1+00 STATION NORTHWEST N 0 T E S 1. TIME DISTANCE PLOTS REFLECT INFORMATION COLLECTED FROM SHOT POINTS MADE AT SEVERAL LOCATIONS ALONG A SEISMIC LINE. FOR CLARIFICATION, TWO PLOT SYMBOLS HAVE BEEN USED TO INDICATE THE ORIGIN OF THE SHOCK, FROM THE LEFT (,) FROM THE RIGHT (+). 2. THE SECTIONS SHOWN REPRESENT OUR EVALUATION OF THE HOST PROBABLE CONDITIONS BASED UPON INTERPRE* lATIONS Of PRESENTLY AVAILABLE DATA. SOME VARIATIONS FROM THESE CONOITIQN<; MUST BE EXPECTED.
- 3. ALL THE CO>iPRESSIONAL WAVE VELOCITIES SHOWN ON THE TIMJ;-DIST'<NCE PLOTS ARE APPARENT VELOCITIES.
THESE VELOCITIES HAVE BEEN COMPUTED DIHCTLY FROM TilE PLOTS. WHEN THt APPARENT COMPRESSIONAL \;AVE VELOCITIES HAVE SEEN CORRECTED fOR SURFACE TOPOGRAPHY AND SUBSURFACE VARIATIONS, THE ACTUAL COMPRESSIONAL WAVE VELOCITY RESULTS. AS SHOWN IN THE SUBSURFACE CROSS-SECT IONS, 2+00 "' w ...J .: z 0 ;:: {) w "' 0:: w 1-., l 2000 3+00 3800 FT I SEC 9000 -12500 2+00 3+00 4tOO 5+00 4+00 5+00 6+00 IIOC 4100 10500 6+00 7+00 8+00 9+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SOUTHEAST "r "i "' "' "' C> z z 0: 0: 0 0 "' rGROUND SURFACE "' 2()Q() 200C GLACIAL AND POST-GLACIAL SOIL DEPOSITS 3600 1-------------------3600 4350 3600 --:..::?=---- ?--7-BURLINGTON FORMATION GRAYDON CHERT CONGLOMERATE 8000 F=
FORMATION
-=== SNYDER CREEK FORMATION 11400 FT SEC CALLAWAY FORMATION TO 108.5 FEET T_O 12$.8 FEET COTTER-JEFFERSON CITY FORMATION 12500 FT/SEC 12700 13600 13250 7+00 8+00 00 10+00 11+00 12+00 LEGEND, VERTICAL EXAGGERATION 2X CONTACT FROM SEISMIC REFRACTION DATA ONLY CONTACT FROM BOREHOLE DATA ONLY 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SOUTHEAST Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-482 TIME-DISTANCE PLOT SEISMIC PROFILE 4 TIME (SECONDS) LITHOLOGY .000 .010 .020 .030 .040 0 J J ---SHOT DATUM-------20 "\,. OVERBURDEN 40 FT./SEC. \ 6000 FT./SEC. GRAYDON CHERT 60 ;oNGLOMERATE \ BURLINGTON 80 \ FORMATION FORMATION 100 SNYDER CREEK FORMATION j:120 LtJ \(6 LtJ CALLAWAY ..... -FORMATION J: 140 t: LtJ Q 160 . . 180 COTTER-. JEFFERSON CITY 200 \0 14,000 FVSEC. FORMATION 220 \ 240 \ 260 ,, . 280 TO 305.0 FEET NOTES:
- ORIGINAL TRAVEL TIME DATA A INTEGRATED TRAVEL TIME FROM BIRDWELL LOGS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-483 UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY BORING P-1 1-IJJ lJJ LL. 0-50-z 100-:I: 1-a.. lJJ 0 150-200-3-D VELOCITY MICROSECONDS 500 400 300 200 100 BORING P-1 *AGE OF THE GRAYOON CHERT CONGLOMERATE IS TENTATIVE
-250 -300 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-484 BIRDWELL GEOPHYSICAL LOGS OF BORING P*l 3-0 VELOCITY AND ELASTIC PROPERTIES 1-w w IJ.. z 100-:X: 1-0.. w 0 150-CALIPER """'""""" "' ""' ... i--::Jc::t
- t-*;* T ::-:r. :=;--c -:=
=; r:c[=: +--DENSITY IUU: PfW5m' IN OIAtMS!CC rOl DmH IN. OtAM. W!f MOll N.l Olft.4,.., .. OllAt.MI CC fiOt IN. ClAM. IW'TY HOU t*--+-f-=+/--$PONTANIOUS-POT£NTIAL BORING P-1 ELECTRIC llStSTIVItY IISISTiVJTY !**+-+-i**'* ,., .. f::i:::;.:::t: c*"**t--:***"*+
- f-.,. -f'F--!--*=::1 f .;.-
- -.. ;-****-* ..:::,_ z < 0 5 0 0 a: 0 LITHOLOGY SUBSURFACE UNIT GLACIAL AND SNYDER CREEK CALLAWAY COTTER-JEFFERSON CITY "' AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE 50 -100 1-w w IJ.. -150 z -200 -250 -300 :X: 1-0.. w 0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-485 BIRDWELL GEOPHYSICAL LOGS OF BORING P-1 CALIPER, DENSITY AND ELECTRIC LOGS TIME (SECONDS)
LITHOLOGY .000 .010 .020 .030 .040 0 FTtJ.C.--I---L--J---f----f----SHOT DATUM OVERBURDEN 20 4200 FT./lEC. GRAYDON CHERT 40 \1\ J .. JS£C CONGLOMERATE 60 BURLINGTON '\. FORMATION At FORMATION 80 \ 0200FVSEC SNYDER CREEK FORMATION 100 \ CALLAWAY FORMATION j::120 \ ILl ILl u.. :I: 140 li: "1 ILl COTTER-0 160 14,000 FT./SEC. JEFFERSON CITY A FORMATION . . 180 A !II. 200 TO 205.0 FEET 220 240 260 280 NOTES:
- ORIGINAL TRAVEL TIME DATA INTEGRATED TRAVEL TIME FROM BIRDWELL LOGS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-486 UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY BORING P-31 1-I..LJ lLJ ll.. 0 50 z 100-:X: 1-a.. lLJ 0 150-200-3-0 VELOCITY MICROSECONDS 500 400 300 200 100 BORING P-31 ELASTISTIC PROPERTIES I,.TUWAl VHOCITY FEET PER SEC $000 10,000 15,000 20 000 GlW'lS/CC POISGONS RATIO LITHOLOGY CALLAWAY z < () > COTTER-0 0 "' JEFFERSON 0 ClTY *AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE 50 1-lLJ lLJ ll.. -100 z :X: 1-a.. lLJ 0 -150 -200 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-487 BIRDWELL GEOPHYSICAL LOGS OF BORING P-31 3-D VELOCITY AND ELASTIC PROPERTIES CALIPER DENSITY DII'TH IIUI.t o&tSm' lH GIAMS/CC '01 ____ 1N OtAM W£1 HOU
-.,u QtHlf!"Y ftlj (( POl: IN D1AM EMr'tV HOlE lLJ IJJ LL z 100-:I: 1-a. IJJ 0 150 BORING P-31 LITHOLOGY
- !! ra SUBSURFACE LITHOLOGIC UJ ii' UJ >-UJ UNIT COLUMN UJ UJ ,_ GLACIAL . z AND POST-GLACIAL SOILS i GRAYDON CHERT CONGLOMERATE it' BURLINGTON BUSH BERG SNYDER z CREEK :5 z 0 > UJ 0 CALLAWAY z < COTTER-0 > 0 JEFFERSON 0 a:: 0 CITY *'AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE 50 -100 -150 1-IJJ IJJ LL z :I: 1-a. IJJ 0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-488 BIRDWELL GEOPHYSICAL LOGS OF BORING P-31 CALIPER AND DENSITY LOG TIME (SECONDS)
LITHOLOGY .000 .010 .020 .030 .040 0 f---1---------- 20 OVERBURDEN ' 4200 FT./SEC. 40 \ [\ 6000 FT/SEC 60 GRAYOON CHERT .\ CONGLOMERATE eo BUSHBERG 1\ A200 FT /!':£ FORMATION' 100 SNYDER CREEK \ FORMATION --;::: 120 CALLAWAY LLJ FORMATION LLJ LL. i= 140 \ JOACHIM 0... 13,800 FT/SEC. FORMATIONl LLJ 0 1 160 ST. PETER JJ FORMAT IOM COTTER-180 \ JEFFERSON CITY FORMATION 200 TO 204.5 FEET 220 240 260 280 NOTES:
- ORIGINAL TRAVEL TIME DATA & INTEGRATED TRAVEL TIME FROM BIRDWELL LOGS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-489 UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY BORING P-48 3-D VELOCITY 0-MICROSECONDS 500 400 300 200 100 200-BORING P-48 ELASTIC PROPERTIES INTUii:VAl VUOCITV UfT fltR ltC ;
- . ,\ LIIIIM _ . -\ \ WlLKI.!!....
Yu.ot!!!_? i . <-L *. *G __ IUlk caMS/It "' LITHOLOGY
- E (I) "' SUBSURFACE LITHOLOGIC
"' 0: !;; "' UNIT COLUMN >-(I) (I) GLACIAL <( AND z 0: "' (I) iOj SOILS a GRAYDON CHERT z :! g w 0 CALLAWAY JOACHIM z ST. PETER <( 0 COTTER-JEFFERSON 0: 0 CITY ll AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE 50 -100 -150 -200 1-1.\J 1.\J 1.1... z :X: 1-Q.. 1.\J 0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-490 BIRDWELL GEOPHYSICAL LOGS OF BORING P*48 3-D VELOCITY AND ELASTIC PROPERTIES 1-LLI LLI LL. z 100-::t: 1-a.. LLI 0 CALIPER CALIPH """ .......... ON ONCH!$ +----100 I I-___j_j 11-1. +/-;-,:_ 150 -+--;-+-+ c-
- h f-1-! 200 --H---" T.D. 187' DENSITY SPONTANEOUS-POTENTIAL DEPTHS MilliVOlTS BORING P-48 ELECTRIC RESISTIVITY RESISTIVITY
+--*---t-tc::::::::.
- ___ ;-;_
- .
=
- -r -r
,.. 0: < I ::J 0 (/) w § LITHOLOGY SUBSURFACE LITIIOLOGIC UNITS COLUMN SOILS GRAYDON CHERT CONGLOMERATE SNYDER CREEK CALLf,ii/AY JOACHIM ST. PETER ;y_unuur: JEFFERSON CITY 100 -150 -200
- AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE.
1-LLI LLI LL. z :X: 1-a.. LLI 0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-491 BIRDWELL GEOPHYSICAL LOGS OF BORING P-48 CALIPER, DENSITY AND ELECTRIC LOGS TIME (SECONDS) LITHOLOGY .000 .010 .020 .030 .040 0 -+--+----1----f---SHOT DATUM 20 3400 FT./SEC. OVERBURDEN 40 \* GRAYDON CHERT "I\ 6000 FT./SEC. CONGLOMERATE 60 BURLINGTON "\ FORMATION-, t ..
- 80 BUSHBERO \. 8800 F"<ISEC FORMATION SNYDER CREEK 100 \. FORMATION j: 120 . ' . LLI LLI CALLAWAY .... .. FORMATION
- J: 140 14,000 FT./SEC. t: r LLI 0 160 \ COTTER-JEFFERSON CITY 180 ;\ FORMATION 8200 FT./SEC. \ 200 TO 200.0 FEET 220 240 260 280 NOTES:
- ORIGINAL TRAVEL TIME DATA & INTEGRATED TRAVEL TIME FROM BIRDWELL LOGS Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-492 UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY BORING P-62 3-0 VELOCITY MICROSECONDS
!500 400 300 200 50-1-w w u.. z 100-X 1-0.. w c 150-200-BORING P-62 ELASTIC PROPERTIES I"'AOSITY l'tRClNT aJLl DI .... TY UMS/CC I'OIIIOfril AATIO LITHOLOGY SUBSURFACE UNITS SNYDER CREEK CALLAWAY JEFFERSON CITY *AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE. -50 1-w w u.. -100 z -150 -200 X o.. w c Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-493 BIRDWELL GEOPHYSICAL LOGS OF BORING P-62 3-D VELOCITY AND ELASTIC PROPERTIES CALIPER CALIPIR 0 DENSITY IIUUt DINSITY IN DIPTH IH. OIAM. WfT HOLI BORING P-62 LITHOLOGY
- E VI LJJ "' SUBSURFACE LITHOLOGIC
..... VI Ill UNITS COLUMN >-VI -0 GLACIAL AND "' POST GLACIAL iii -' SOILS Q. GRAYDON CHERT CONGLOMERATE -50 BURLINGTON BUSH BERG SNYDER CREEK z -100 < w 0 CALLAWAY -150 z :$ COTTER-(.) JEFFERSON 0 CITY 0:: 0 -200
- AGE OF GRAYDON CHERT CONGLOMERATE IS TENTATIVE. w w u... z :I: a.. w 0 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-494 BIRDWELL GEOPHYSICAL LOGS OF BORING P*62 CALIPER AND DENSITY LOG 1-1.1.1 1.1.1 LL. z :X: 1-Q.. LLI 0 TIME IN SECONDS 0 .010 020 030 LITHOLOGY SHOT DATUM -"".--::---
3600 FEET OVERBURDEN PER SECOND BURLINGTON FORMATION ......,.11---10,200 FEET BUSHBEftG FORMATION PER SECOND SNYDER CREEK FORMATION CALLAWAY FORMATION COTTER-JEFFERSON CITY FORMATION TO A DEPTH OF 175.0 FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-495 UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY BORING R-2 TIME IN SECONDS 0 .020 .040 .060 .080 .100 LITHOLOGY 0 20 OVERBURDEN e.,. --1000 FEET PER SECOND
r-2500 FEET IRAYOON CHERT CONIILOMERATE PER SECOND t-w \ Z \ IIURLINGTON -FORMATION \ IIUSHBERG/ 0 FORMATION
\. \ .\ 120,_ ________ e \---r-4000 FEET \ PER SECOND .\ _______ SNYDER CREEk FORMATION FORMATION COTTER-JEFFERSON
- V'tiTY Rev. OL-0 L
- :...r 6/86 to 1 DEPTH o, 201.0 FEET UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-496 UPHOLE SHEAR WAVE VELOCITY SURVEY, BORING P-2 1-w LIJ lL z -:I: D.. UJ 0 TIME IN SECONDS 0 .020 .040 .060 .100 LITHOLOGY
.080 500 FEET PER SECOND 20 1200 FEET OVERBURDEN 40 60 80 \ PER SECOND \ \ \. \4--4000 FEET \ PER SECOND ::.. \ BURLINGTON FORMATION BUSHBERG)" FORMATION SNYDER CREEK FORMATION 100 -\-.-5000 FEET CALLAWAY FORMATION \.. PER SECOND ., COTTER-JEFFERSON 120 CITY FORMATION TO A DEPTH OF 113.0 FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-497 UPHOLE SHEAR WAVE VELOCITY SURVEY, BORING R-2 .140 -,------,-1----,----.---,.--------,-------, / . . 120 l/ .I 00 -t-------+----+------+--------1-e/--+----/ o "-...) PER SECOND LLI (f) z .060 -t-----t-----
- '----+-----+-----+--------i
.040 -+-----:**-------t------l-----+------ir-------l ___ 490 FEET PER SECOND 0 20 40 60 80 100 120 DISTANCE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-498 SURFACE SHEAR WAVE SURVEY BORING P-2 (I) 0 z 0 (I) z -LLI 2 t- .080 .060 .040 .020 0 / .
- e PER SECOND I
- 490 FEET v----s-PER SECOND 0 20 40 DISTANCE IN 60 80 FEET 100 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-499 SURFACE SHEAR WAVE SURVEY BORING R-2 70 80 z -90 100 110 120 130 140 150 305 NOTE, LOG SYMBOLS DESCRIPTION ALTERED TO BROWN CLAYEY SILT SILTY BY WEATHERING LIGHT GRAY CLAY WITH SOME SILT; TRACE OF SAND NEAR BASE; WEATHERED TO 15; HIGHLY PLASTIC; ACCRETION GLEY BROWN SILTY CLAY WITH SOME SAND AND OCCASIONAL GRAVEL; GLACIAL TILL CHERT CONGLOMERATE MOTTLED RED TO YELLOW CLAY WITH ABUNDANT CHERT DEBRIS eURLINGTON FORMATION:
LIGHT BROWN CHERTY LIME STONE; ARGILLACEOUS AT BASE BUSHBERG FORMATION: LIGHT GREEN TO BUFF SANDSTONE; FINE TO MEDIUM;FRIABLE SNYDER CREEK FORMAT ION: LIGHT BROWN LIMESTONE UNDERLAIN BY GREEN, PURPLE, AND GRAY SHALES; CALCAREOUS CALLAWAY FORMAT ION: LIGHT GRAY TO BROWN LIMESTONE; FINE TO COARSE*GRAINED; SANDY AT BASE COTTER
- JEFFERSON CITY FORMATION:
ll GRAY DOLOMITE; FINE TO MED1UM*GRAINED; DOLOMITE; FINE TO MEDIUM-GRAINED; OCCASIONAL GREEN SHALE LAYERS THE GEOPHYS !CAL VALUES SHOWN ARE THOSE OBTAINED FROM THE SEISMIC MODELING OF THE SITE WHICH INCORPORATES ALL OF THE GEOPHYSICAL TECHNIQUES. COMPRESSIONAL WAVE VELOCITY (FT/SEC) 2000 4000 4500 6DOO 10,000 13,300 14,300 POISSON'S RATIO ,4 7 .47 .39 .40*.44 .26-.31 SHEAR WAVE VELOCITY (FT /SEC) 500 950* 1150 2500 33 50* 4000 7500 UN IT WEIGHT (LBS/CU FT) 126 127 127 134 138 166 154 167 157 Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-500 TYPICAL GEOLOGIC COLUMN BORING P-1 NOTE: ... w w LL 120 130 140 150 160 170 180 BURLINGTON FORMATION: LIGHT BROWN CHERTY LIMESTONE; ARGILLACEOUS AT BASE SNYDER CREEK FORMAT ION: LIGHT BROWN LIMESTONE UNDERLAIN BY GREEN, PCRPLE, AND GRAY SILTY SHALES; CALCAREOCS CALLAWAY FORMATION: LIGHT GRAY TO BROWN LIMESTONE; TO COARSE-GRAINED; SANOY AT BASE COTTER -JEffERSON CITY FORMATION: Ll GRAY DOLOMITE; FINE TO MEOIUM*GRAINEO; OCC,\S 10: AL GREEN SHALE LAHRS THE GEOPHYSICAL VALUES SHOWN ARE THOSE OBTAINED FROM THE SEISMIC MCDELING OF THE SITE WHICH INCORPORATES ALL OF THE GEOPHYSICAL TECHNIQUES, 10' 300 I' '000
- 24 600 J:, Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-501 TYPICAL GEOLOGIC COLUMN BORING R-2 GEOPHYSICAL LINE I, PROFILE I, SECT ION I .040 POISSON'S RAT 10, : 0.358 .030 0 z 0 u 1.1.1 (/) .020 1.1.1 ::E i= .010 COMPRESSIONAL WAVE DISTANCE (FEET) NOTES CENOTES ENERGY SOURCE. + DENOTES COMPRESSIONAL WAVE ARRIVAL TIMES, o DENOTES SHEAR WAVE ARRIVAL TIMES, THE COMPRESSIONAL AND SHEAR WAVE VELOCITIES SHOWN ON THE TIME-DISTANCE PLOT ARE APPARENT VELOCITIES 1 GIVEN IN FEET PER SECOND, AND HAVE BEEN DETERMINEu DIRECTLY FROM THE PLOT. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-502 GEOPHYSICAL TEST RESULTS STRUCTURAL Fl LL TEST PAD GEOPHYSICAL LINE I, PROFILE 2, SECTION m (/) 0 z 0 (.) .040 .030 .020 .010 POISSON'S RATIO, -tf = 0.341 COMPRESSIONAL WAVE 20 30 40 50 DISTANCE (FEET) NOTES ,6. DENOTES ENERGY SOURCE, + DENOTES WAVE ARRIVAL TIMES. o DENOTES SHEAR WAVE ARRIVAL TiMES, THE COMPRESSIONAL AND SHEAR WAVE VELOCI.IES SHOWN ON THE TIME-DISTANCE PLOT ARE APPARENT VELOCITIESL GIVEN IN FEET PER SECOND, AND HAVE BfEN DETERMINEU DIRECTLY FROM THE PLOT. Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-503 GEOPHYSICAL TEST RESULTS STRUCTURAL FILL TEST PAD
(/) 0 z .040 GEOPHYSICAL LINE PROFILE I, SECTiON nz: POISSON'S RATIO, 'if =0.333 .030 8 .020 w (/) w 1-.010 20 30 DISTANCE (FEET) NOTES 40 COMPRESSIONAL WAVE 50 /::.. DENOTES ENERGY SOURCE. + DENOTES COMPRESSIONAL WAVE ARRIVAL TIMES, o DENOTES SHEAR WAVE ARRIVAL TIMES. THE COMPRESSIONAL AND SHEAR WAVE VELOCITIES SHOWN ON THE TIME-DISTANCE PLOT ARE APPARENT VELOCITIES 6 GIVEN IN FEET PER SECOND, AND HAVE BEEN DETERMINE DIRECTLY FROM THE PLOT. Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-504 GEOPHYSICAL TEST RESULTS STRUCTURAL Fl LL TEST PAD 0.31 EL. 832.0 2000 PSF 0.29 o.53 0.33 0.50 0.30 0.37 0.32 EL.825.0 7700 PSF EL 815.5 0.62
- EL. 816.0 3600 PSF EL. 816.5 9000 PSF 5500 PSF EL. 82a.o 3000 PSF EL.814.5 7000 PSF 0.33 0.35 0.50 0.33 0.37 0.49 0.43 .0.94 EL. 814.5 9700 PSF 0.35 0.53 0.32-----1 0.66 0.27f 0.27._ _____
EL .835.5 e 2.315 5400
- o.3o --
0.28 *o.91 0.25 f;l 835.5 6000PSF EL. 825.0 0.16 EL. 825.0 3400 PSF 2100 PSF EL.835.!5.....-r;lo/,4 e 0.18 6000 EL. 816.!5 2100 PSF 0.14.------1 EL. 804.5 7000 PSF EL. 811.0 7000 PSF 0.48 0.39 0.40 0.51
- EL. 808.5 !5000 PSF --------.------4 0.21 8050 PSF 5525 PSF EL. 834.0 5525 PSF I 3013 PSF 0.21 0.46 0.!59 0.26 .0.64 EL. 834.5 5600 PSF EL. 826_0 EL. 816.5 4000 PSF
..... 0.23 0.)2500 PSF 0.33 .... ----+----- ... ___ ....,. __ .....J o.l4
- 0.13 0.53 0.40
- EL. 811.0 4000 PSF .0.48 EL. 808.5 5000 PSF EL. 830.0 4500 PSF 0.21 0.19 ________ ... 0.16 e0.41 0_16 EL. 813.0 4!500 PSF O.l3 .0.61 EL. 812.0 !5900 PSF -0.22 0.26 0.11 eo.33 EL. 837.0 2700 PSF 0.41 0.11 0.37 0.28 0.22 0.28 0.17 0.17._ _______ _.0.17 NOTES: 1. BASE ELEVATION AND APPLIED PRESSURE IS SHOWN FOR EACH FOUNDATION.
- 2. REACTOR BUILDING WAS MODELED WITH BASE AT ELEVATION 811.0 BECAUSE STABILIZED BACKFILL WAS USED TO FILL BELOW THE BASE MAT AND TENDON GALLERY ACCESS SHAFT DOWN TO THE GRAYDON CHERT CONGLOMERATE AT ELEVATION 811.0
- 3. FUEL BUILDING APPLIED PRESSURE DISTRIBUTION WAS AVERAGED INTO FOUR QUADRANTS.
- 4. THE DISCUSSION IN SECTION 2.5.4.10.2 IS NECESSARY FOR PROPER INTERPRETATION OF THE COMPUTED SETTLEMENTS.
0.31 0.12 ._ ____ --J LEGEND:
- 0.48 LOCATION OF SETTLEMENT POINT AND COMPUTED SETTLEMENT IN INCHES. WHERE MORE THAN ONE VALUE IS GIVEN FOR A POINT, EACH VALUE WAS PLACED IN TilE BUILDING FOR WHICH THAT SETTLEMENT WAS CALCULATED.
50 0 5-**...J *** FEET 50 I 100 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-505 COMPUTED SETTLEMENTS i 'J F l I I \ \ ' i '"8 ' 79 \ E 98,750 1979 APPROXIMATE SETTLEMENT ELEVATION DATE OF ___f1!ill__ lfEET, MSL DATUM) FIRST SURVEY TURBINE BUILDING T-1 840 JUNE 13. 1971 T-2 823 APRIL 11, 197) T-3 840 JUNE 13. 1977 T-4 840 JULY 12, 1977 REACTOR BUILDING AZ. 50° 842 JANUARY 31, 1978 AZ. 135° 842 JANUARY 31 , 1978 AZ. 225° 842 JANUARY 31 , 19)8 AZ. 315° 842 JANUARY 31, 1978 AUXILIARY BUilDING A-1 842 OCTOBER 25, 1978 A-2 842 OCTOBER 25, 1978 UHS COOLING TOWER 1 U-11 842 OCTOBER 25, 1978 U-12 842 OCTOBER 25, 1978 U-13 842 OCTOBER 25, 1978 U-14 842 OCTOBER 25, 1978 FIFTEEN ADDITONAL SETILEMENT PLATES IN THE UNIT 1 POWER BLOCK AND ESW'S f'UMPHOUSE WERE EITHER SURVEYED ONLY fOR INITJAl READINGS OR WERE NOT SURVEYED AS OF HAY 22. 19794 THESE Fl ffiEN ADDITIONAL SEITLEMENT PLAITS ARE NOT SHOWN.
REFERENCES:
- 1. SEITLEMENT PLATE LOCATIONS TAKEN FROM BECHTEL DRAWINGS C*OC19D3(Q) (UNO), REV, 7: C-OC2903(Q) (UNO), REV, 4; C*OC2904(Q) (UNO), REV. 4; C*OC4221, REV. 14; C*OC2414, REV. 12: C*OC4251, REV. 12; C*OC4161, REV. 15: C*UC501 (Q) (UNO), REV. 5. 2. SVERDRUP & PARCEL AND ASSOCIATES, INC.; DRAWING NO, 8600-X-88100 REV. 5: OAT£0 APRIL 2, 1976. NOTE: Unit 2 was cancelled 1n 1981 100 0 100 ka*z I FEET 300 I Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-506 MEASURED SETTLEMENT
' ! 48 79 L \ \ -01 47 / 115 0 8 y ::0 0 * :r: " -RD. K X " U -11 U-13 19 . E I tt===. E-4 7 4 -j l.t 1-------... r \1-)')'00 82 "' so .. 12JA )" 81** 1 !--") 0 lrtl I j' /; , I ... "" 5 -r f/ ! I Rev. OL-Z 50 o 5o 100 FEET 618 8 IM-.-.J I I 23 -*-------------------- NOTE: Unit 2 was cancelled in 1981, UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-507 SETTLEMENT MONITORING PLATE LOCATIONS CATEGORY I STRUCTURES CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 CALLAWAY -SA FIGURES 2.5-508 THRU 2.5-530 HAVE BEEN DELETED Rev. OL-9 5/97 91.5 90.5 89.5 88.5 87.5 38.0 37.0 36.0
- POW <!0
- RR TYSA MO
- A Rl16 JHP A DON A LTN 38.0 KY 37.0
- 36.0 (!)
TN C) C) C) C) K11 0 25 so 0 91 . 5
REFERENCE:
STAUDER & OTHERS, 1981 90.5 89.5 88.5 87.5 1978 CUMULATIVE EVENTS 01 JAN 1978 TO 31 DEC 1978 LEGEND STAT I ON C) Ef I CENTER 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-74.1 REGIONAL EPICENTER LOCATIONS CUMULATIVE EVENTS 0 I JAN I 9 7 8 TO 3 I DEC I 9 7 8 C)l.S 90.5 89.5 88.5 87.5 MMM A 38.0 FVM A MO 37.0 (!) A C) C) RMB C) (!) POW PGA 36.0 A AR (!) DON A (!) (!) WSil I L A (!) BP1L A A NHlL CSll A " 0< M< 1 (!) 1 <M<2 C9 2<M<3 C) 3<M<4 C) 4<M<5 KM I I 0 .iS SO KY TN SPL 38°0 37.0 36.0 9'!.5 90.5 89.5 88.5 87.5
REFERENCE:
STAUDER & OTHERS, 1981 1979 CUMULATIVE EVENTS 01 JAN 1979 TO 31 DEC 1979 Rev. OL-0 6/86 LEGEND ..!. c;r AT 1 ON (!) EP1 CENTER UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-74.2 REGIONAL EPICENTER LOCATIONS CUMULATIVE EVENTS 0 I JAN I 979 TO 3 I DEC I 979 -91.5 -90.') -89.') -88.5 -8?.5 3 9 . 0 . Q 38.0 37.0 POri 6 AR C) C) MO JHP C)'l 6.!.1 C) <.:J,ID 6 !) NKT !) 6 O'<G "') \ I L. 38-0 c***, '-'6 KY 37.0 "' O<M<i 36.0 :;) I<M<2 TN C) 2<M<3 C) 3<M<4 C) 4<M<S KM i) ')r: 50 ) 3 5. 0 -t-------+__i....=-----+-------+-------+3
- 5. 0 --91.5
REFERENCE:
STAUDER & OTHERS, 1981 -90.S *-89. c:::: *-88. s -87.5 1980 CuMUlATIVE Oi JAN 1 3 0 T G 1 DE C -, 9 P 0 Rev. OL-0 6/86 lEGEND c; 'T' AT lSN UNION ELECTRIC COMPANY CALLAWAY FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-74.3 REGIONAL EPICENTER LOCATIONS CUMULATIVE EVENTS 0 I JAN I 980 TO 3 I DEC I 980 \ \ '\ \ " " ' ' ,_ \ '\ " " " " " " EXCAVATION NORMAL POND LEVEL y EL 836 1 ' , __ ........ SECTION Z-Z 1 EXCAVATION AND COMPACTED FILL LOCATION PLAN 0 100 200 --I ---SCALE IN FEET 1. SHADED PORTION DENOTES COMPACTED FILL AREA. 2. CONTOURS INDICATE ELEVATIONS PRIOR TO CONSTRUCTION, FROM SVERDRUP PARCEL AND ASSOCIATES, DWG'S SK-102974C01 AND SK-102974C02.
- 3. STRIPPING PRIOR TO COMPACTED FILL PLACEMENT NOT TAKEN INTO ACCOUNT IN DRAWING. 4. ASSOCIATED STRUCTURES, ie. ESWS PUMPHOUSE, OUTLET STRUCTURE AND MAKEUP WATER LINE NOT SHOWN OR TAKEN INTO ACCOUNT IN DRAWING. 5. FOR POND, ASSOCIATED STRUCTURES, FILTER AND RIPRAP DETAILS, SEE FIGURE 2.5-106. 6. FILL CONSISTS OF MODIFIED LOESS SOIL TAKEN FROM ONSITE AND COMPACTED TO A MINIMUM OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557. 0 10 20 t--*J"1 I SCALE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-106.1 ULTIMATE HEAT SINK RETENTION POND PLAN AND SECTION OF COMPACTED FILL EL. 845 1 EL. 840 1 EL.822 1 EL. 812 1 EL. 789 1 EL.840 1 EL.835 1 EL.827 1 EL. 818 1 EL.810 1 EL.780 1 ACCRETION -GLEY _______ y_ TILL GRAYDON CHERT CONGLOMERATE ROCK FILL MODIFIED LOESS TILL GRAYDON CHERT CONGLOMERATE ROCK SECTION X-X 1 0 10 20 40 60 SCALE IN FEET CASE 1, F.S. = 2.5 (EFFECTIVE)
CASE 1, F.S.: 5.4 (TOTAL) CASE 1, F. S.: 6.3 (TOTAL) .......,.._ -CASE 1, F.S. = 2.2 (EFFECTIVE) SECTION Y-Y 1 0 10 20 40 60 SCALE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115.1 UHS RETENTION POND STABILITY ANALYSES, CRITICAL CIRCLES CASE 1, END OF EXCAVATION EL. 845: EL. 840 EL.822 1 EL. 812 1 EL. 789 1 EL. 840 1 1 EL.835 EL. 827 1 EL. 818 1 EL. 810 1 EL. 780 1 CASE 2, F.S.: 2.4 (EFFECTIVE) CASE 2, F. S.: 5.0 {TOTAL) ACCRETION-GLEY TILL GRAYDON CHERT CONGLOMERATE ROCK TILL GRAYDON CHERT CONGLOMERATE ROCK SECTION X-X 1 0 10 20 40 SCALE IN FEET 60 CASE 2, F.S.: 5.8 (TOTAL) __,...-CASE 2, F.S.: 2.1 {EFFECTIVE) SECTION Y-Y 1 0 10 20 40 60 SCALE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115.2 UHS RETENTION POND STABILITY ANALYSES, CRITICAL CIRCLES CASE 2, EXCAVATION, 250 PSF SURCHARGE EL. 845 1 EL. 840 1 EL.822 1 EL. 812 1 EL. 789 1 TILL GRAYDON CHERT CONGLOMERATE ROCK CASE 3, F.S.: 7.0 (TOTAL) CASE 3, F.S. = 3.0 (EFFECTIVE) ______ y _____ _ SECTION X-X 1 0 10 20 40 60 SCALE IN FEET CASE 3, F.S. = 3.7 (EFFECTIVE) CASE 3, F.S. = 9.5 (TOTAL) EL. 840 1 EL. 8351 - LoESS-----EL. 827 1 ------!---- EL. 818 1 EL. 810 1 EL. 780 1 ACCRETION-GLEY TILL GRAYDON CHERT CONGLOMERATE ROCK SECTION Y-Y 1 0 10 20 40 60 SCALE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115.3 UHS RETENTION POND STABILITY ANALYSES, CRITICAL CIRCLES CASE 3, MAXIMUM POND LEVEL EL. 845 1 EL. 840 1 EL. 822 1 EL. 812 1 EL. 789 1 EL. 818 1 EL. 810 1 EL. 780 1 ACCRETIVE-GLEY TILL GRAYDON CHERT CONGLOMERATE ROCK ACCRETION-GLEY TILL GRAYDON CHERT CONGLOMERATE ROCK CASE 4, F.S.:2.9 (EFFECTIVE) SECTION X-X' 0 10 20 40 60 SCALE IN FEET CASE 4 I F. s. = 3.2 (EFFECTIVE) CASE 4, F.S.:8.5(TOTAL) _______ y ____ _ SECTION Y-Y 1 0 10 20 40 60 SCALE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115.4 UHS RETENTION POND STABILITY ANALYSES, CRITICAL CIRCLES CASE 4, MAX. POND, 250 PSF SURCHARGE EL. 845: EL. 840 EL. 822 1 EL. 812 1 EL. 789 1 EL 840 1 EL. 835 1 EL.827 1 EL. 818 1 EL. 810 1 CASE 5, F.S. = 2.6 (EFFECTIVE) CASE 5, F.S.:5.5 (TOTAL) ACCRETION -GLEY -------!-___ y ___ _ TILL GRAYDON CHERT CONGLOMERATE ROCK ACCRETION-GLEY TILL GRAYDON CHERT CONGLOMERATE ROCK SECTION X-X 1 0 10 20 40 60 SCALE IN FEET CASE 5, F.S.:6.1(TOTAL) CASE 5, F.S. = 2.6 (EFFECTIVE) _____ y ____ _ SECTION Y-Y 1 0 10 20 40 60 SCALE IN FEET Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115.5 UHS RETENTION POND STABILITY ANALYSES, CRITICAL CIRCLES CASE 5, PARTIAL POND LEVEL 15 KIP/LIN FT------.. EL. 845' EL 840 1 EL 822 1 EL. 812' EL 789 1 TILL GRAYDON CHERT CONGLOMERATE ROCK 15 KIP/LIN FT-----. FILL CASE 7, F.S.:2.0 (TOTAL) CASE 6, F.S.: 2.2 (TOTAL) (CASE 6) ___ y: ____ _ -(CASE 7) --l-----SECTION X-X' 0 10 20 40 60 SCALE IN FEET CASE 6, F.S.:2.3(TOTAL) CASE 7, F. S.: 2.1 (TOTAL) (CASE 6) ___ y ____ _ EL.840 1 EL. 835 1 EL. 827 1 -MODIFIED LOESS -=-(CASE 7) EL. 818 1 EL. 810 1 EL. 780 1 ACCRETION-GLEY TILL GRAYDON CHERT CONGLOMERATE ROCK __ y ____ _ SECTION Y-Y' 0 10 20 40 60 SCALE IN FEET REV. OL-7 5/94 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-115.6 UHS RETENTION POND STABILITY ANALYSES, CRITICAL CIRCLES CASES 6 & 7, EARTHQUAKE CONDITIONS}}