ML17039A601

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Revision 31 to Updated Final Safety Analysis Report, Section 2.0, Site Characteristics
ML17039A601
Person / Time
Site: Davis Besse Cleveland Electric icon.png
Issue date: 11/21/2016
From:
FirstEnergy Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML17039A594 List: ... further results
References
L-16-322
Download: ML17039A601 (560)


Text

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  • STATION NUCLEAR POWER OAVIS-BE:::IAL PHOTOGRAPH SEPT. 4. 1972 f 1 GURE 2
  • 1-4 REVISION 0 JULY 1982 w ( I I I I I o I RIGl TwP. s I 1-10 MILES 0 E I s 0-1 MILE 1970 POPULATION SHOWM FOR FUTURE POPULATION PROJECTIONS BY DECADES SEE TABLE 2. 1-2
  • INDICATES SEGMENT SUBJECT TO SEASONAL INCREASE DURING SUMMER MONTHS TABLE 2.1-5 QUALITY DOCUMENT*

BEST COPY AVAILABLE DAVIS-BESSE NUCLEAR POWER STATION POPULATION DISTRIBUTION -1970 PERMANENT RESIDENTS 0-10 MILES FIGURE 2.1-5 REVISION 0 JULY 1982

  • r r 1' w 16. 0 79 10* 38 .667 LAKE ERIE 0 27. 099 29. 733 1. 707 s I0-50 MILES E FOR FUTURE POPULATION PROJECTIONS BY DECADES SEE TABLE 2. 1-4 CURRENT RESIDENT POPULATION DISTRIBUflON BASED ON 1970 CENSUS . FOR CURRENT RESIDENT POPULATION DISTRIBUTION 0-10 MILES SEE FIGURE 2.1-5 r j MM:GlNAL QUf1UTY DOCUMENT BEST COPY AVArLABLE DAVIS-BESSE NUCLEAR POWER STATION POPULATION DISTRIBUTION

-1970 10-50 MILES Fl GURE 2.1-6 REVISION 0 JULY 1982 N 2 MILE RADIUS w 1970 POPULATION SHOWN

  • INDICATES SEGIEJIT SUBJECT TD SEASONAL INCREASE DURING -.-, s su*ER IONTIIS . SEE Table 2.1-S .--.-.--. -{

__ ::_: "' . --. . : -.*_' PnWUTJO! PtWJECT! ON llNULI .IWU. lfil w.a. 1i9.D. 2ll.D..ll 2lli. 277 506 733 0-1 1-2 TOTAL 181 410 591 181 410 591 181 410 591 FOR SEGMENT DISTRIBUTION IN FUTURE YEARS SEE Table 2.1-2 211 -471 682 FOR SEASONAL INCREASE IN RESIDENT POPULATION DURING SUMMER MONTHS, SEE Table 2.1-s DAVIS-BESSE NUCLEAR POWER STATIO LOW POPULATION ZONE FIGURE 2.1-7 REVISION 0 JULY 1982 I * ... I ' I I I '"I ; ; UNGA : I _J L-J CLAY TIP'. r-----1 I I I!@ I I 1 I I ... ____ _, llOCU Ill 06£ MUllS TlfP'. SCALE Of Ml LES F -, I I 0 2 I I ct // I I I CARROLL !!P* SALEM TlfP. SOUTH BASS IS. LAKE ERIE 10 MILES -1 ()FACILITY OR INSTITUTION FDR DES CR I PTI OM SEE TABLE 2. 1-8 -----MARGINAL QUALITY DOCUMENT I BEST COPY AVAILABLE ..,....., / ,.,,,..,,._.... DAVIS-BESSE NUCLEAR POWER STATION PUBLIC FACILITIES AND INSTITUTIONS FIGURE 2.1-8 REVISION 0 JULY 1982

  • RESTRIClED AIR f \ \ 11.WMlE RESTIUClEO

\ \ \ Mbll \ \\ \ ,, \ \ \ \ \ ) -----> ,_...-"'!"' ... *-/ ........... / IUllfMlE NSINCitD / Mbl '/ 0. / -/ / / DAVIS-BESSE NJCLEAR POWER STATKJ'll lt-IJUSTRIAL, TRANSPORTATION AN> MIUT ARY f ACILITIES FIGUlE 2.2-1 Mf\RGINAL QUl\l\TY DOCUMENT BEST COPY AVAILABLE __ _.. REVISION I JULY 1'83


PLAN ----I NT A""'i<'EC R I B SCJI.[ IN F£.£T SECTION A-A SCJL[ IN f[£J PLAN ID! 200 JP' 4, 500 SCJ!.[ IN FUT '16" ucrm: COOJn 550

__________ _ ------------ PROF ILE y 'Yl!31'° SCAI.[ IN FEET r-B *r i:( n* * ,.

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-* _ __Jli!..O'.:!!-O:..." ---* .itl 4B BAR SCREEN DETAIL NO SCALE SECTION B B DAVIS-BESSE NUCLEAR POWER STATION INTAKE ARRANGEMENT FIGURE 2.2-2 REVISION 23 NOVEMBER 2002 DB 10-14-02 DfN.C:IUSARMIC222.I

Davis-Besse Unit 1 Updated Final Safety Analysis Report 2.3.4 Short-Term (Accident) Diffusion Estimates 2.3.4.1 Objective Onsite data from Davis-Besse for August 4, 197 4 through August 3, 1975 have been used to evaluate hypothetical accident meteorology. This hypothetical accident is postulated to characterize upper limit concentrations and dosages that might occur in the event of a containment release. Among the basic inputs to the accident analysis are the meteorological conditions which determine the dilution capacity of the atmosphere. The meteorological conditions postulated for the hypothetical accident are based on analysis of available Besse site meteorological data. An additional year of onsite meteorological data for the period of August 1975 to August 1976 was submitted to the NRC. These data were used by the NRC to re-evaluate the relative concentration values (X/Q) for the new year of data, as well as the combined data for August 197 4 through August 1976. The NRC found that the original data representing August 197 4 through August 1975, which are included in this chapter, are representative and conservative. 2.3.4.2 Calculations Cumulative frequency distributions of X/Q values have been obtained for the following interval lengths: 1 hour, 2 hours, 8 hours, 16 hours, 72 hours (3 days), and 624 hours (26 days). Only centerline X/Q values were used for interval lengths of 1, 2, and 8 hours. Only sector average X/Q values were used for interval lengths of 16, 72, and 624 hours. Centerline X/Q values were calculated using the following formula (refs. 43 and 44): where: 1 XI Q =the calculated atmospheric dispersion parameter, s/m3 cr Y and crz = horizontal and vertical dispersion parameters, m u c A =the mean wind speed, m/sec =the building shape factor (0.5), dimensionless = the minimum cross-sectional area of the Containment building = [(height x diameter) + dome cross-sectional area.] x 0.0929 m 2 /ft 2 = [(217.25 ft. x 144 ft.)+ 2398.9 ft2] x 0.0929 m 2 /ft 2 = 3129 m 2 Inclusion of the building wake factor (cA) was not allowed to reduce any calculated centerline X/Q by more than a factor of three. 2.3-11 UFSAR Rev 30 10/2014 Davis-Besse Unit 1 Updated Final Safety Analysis Report Sector average X/Q values were calculated using the following relationship (ref. 45): X 'Q-2.032 l ---(JzUX Where: x = the downwind distance, m. Wind data at a height of 35 ft. above ground were used in the calculations. Vertical temperature lapse rates measured at fl T 2so* _ 35* were used to obtain both vertical and horizontal dispersion parameters. Calms were assigned the wind direction of the first following non-calm observation and a wind speed of 0.25 mph. The set of valid hourly observations was collapsed around observations of no data, and a consecutive set of 8155 valid hourly observations, out of a possible total of 8760, was obtained. These data were linked, end to beginning, to form an endless cycle. Cumulative frequency distributions of X/Q values for interval lengths of 1 and 2 hours were obtained for the boundary of the site exclusion area, which, for Davis-Besse, is the same as the site boundary. Since there is nothing but water beyond the site boundary to the northeast, northeast, and east, it is highly unlikely that a receptor individual will be located in these directions should an accident occur. For this reason, all winds blowing toward these directions were assumed to result in zero values of X/Q at the exclusion area boundary. Cumulative frequency distributions of X/Q values for interval lengths of 8, 16, 72, and 624 hrs, were obtained for the outer boundary of the Low Population Zone (LPZ). For Davis-Besse, the population zone extends outward from the facility to a distance of 3200m in all directions. There is only water beyond the LPZ boundary to the north-northwest, north, north-northeast, northeast, east-northeast, and east. Since it is highly unlikely that a receptor individual will be present in any of these directions during the course of an accident, all winds blowing toward these directions were assumed to result in zero values of X/Q at the LPZ boundary. Cumulative frequency distributions of X/Q values were obtained by using the following procedure for each interval length: a. The hourly X/Q values were computed at the required distances for each hourly observation (either all centerline or all sector average).

b. The interval was allowed to begin at each of the 8155 hourly observations for which valid data were available.
c. For each interval start time of 8155 possible start times, the interval average value of XIQ in each of the 16 directions was computed and the maximum interval average X/Q was stored in a master file. d. After obtaining a complete set of maximum interval average values of X/Q (one per possible start time, 8155 values altogether) the calculated values were ranked from highest to lowest and the required percentile values were selected.

The results of these analyses are presented in Table 2.3-10. 2.3-12 UFSAR Rev 30 10/2014 Davis-Besse Unit 1 Updated Final Safety Analysis Report The actual site boundary distances used in the analysis are: Direction NNE NE ENE E ESE SE SSE s SSW SW WSW w WNW NW NNW N 2.3.5 Long-Term (Routine) Diffusion Estimates Site Boundary Distance (meters) 730 825 960 1210 1565 1075 915 880 900 965 830 815 835 870 740 720 Annual average atmospheric dilution factors (X/Q) were calculated for Davis-Besse based on site data for the August 4, 197 4, through August 3, 1975, period and using the following equation, which assumes a uniform horizontal distribution within a 22.5 degree sector and a ground level release (References 48 and 49): [x] 1 ) Q 1* -x i*l %i u ..... lJ ave Where: = relative ground level concentration (<l>) normalized to source strength (Q) for section j, seconds per cubic meter Szi = effective vertical dispersion parameter for stability class i, meters ( )ave = average inverse wind speed for stability class i and sector j, seconds per meter Fij = fraction of time (based on all observations) that class i occurs within sector j x = downwind distance, meters m = number of stability categories, seven (A through G). 2.3-13 UFSAR Rev 30 10/2014 Davis-Besse Unit 1 Updated Final Safety Analysis Report An effective CTz parameter, Szi , is used to account for building wake effects as follows (refs. 21 and 22): s =(0 2 + cH 2 JM z. z. 1t 1 t With the constraint that (Ref. 20) s z. 1 z. 1 Where a Zi = vertical stability parameter for stability class i, meters c = building shape factor (0.5), dimensionless H = the height of the reactor building = 73.5 m. Stability was based on t1T250*-35* data. Wind data used were from the 35 ft. level. Calms were distributed among the sectors in proportion to the distribution of winds in the 0.6 to 1.5 mph range and were assigned a speed of 0.25 mph. Table 2.3-11 presents annual average site boundary X/Q values for the August 4, 1974 to August 3, 1975 period. Table 2.3-12 presents annual average X/Q values for the 16 radial sectors for incremental distances to 50 miles. 2.3-14 UFSAR Rev 30 10/2014

b j ... 8. * .:! s .5 t--* 12 B .!i = JS .a .a .. .. , ;. . ' 20.0 15.0 "" i:: 10.0: 8.0 -: \" L--L Note: by method o( arter ..*. *'.* **1 .... .... .... .... -G.O -""' I'-........... I I .. : * " -111. .. -r--,.-... .,. .. -_ ..... 4.0 .... I:: .......... ... .... "" !"-.... .... 2.0 'I !"-""' I-,_ 1.0 _ -0.8: -' l' ' *' .. , -... 0 6 I-. ,_ .... -I 0.4 ,_ .... --: I I-,_ 0.2 ,_ ,_ 0.1 --0.08 ;::. ... -0.06 : '***.I .:

  • IJ\ *.' .... .... 0.04 "" . .... "" .... . "" -0.02 Toledo, Ohio 1903 -1950 -Note: Frequency analysis by method : or extl'eme values, arter . -' ' -I I -I I -..::-...::

...... -........_, t-... -r-..:./oo ,, ....... ....... r-::: ........ -"' .* ['... i'-i' ct '.,";}-"*.1 -<' .... ' ' --..... ' ' . ..... .... .... -" *' ........ ... '-' ..... -' .......... ...._,, -" ' -' ' ' ..... r-.. ....... r"-" . -. ----5 10 20 30 *10 60 Minutes 2 :J .. 5 6 8 12 18 2-1 5 10 15 :.!O :JO 40 60 Minulei; 2 3 4 5 6 B 12 18 :!*l II ours MARGINAL QUALITY DOCUMENT BEST COPY AVAILABLE . *-*-*-*-.....* -....... --** .. *-*-II ours Duration DAVIS-BESSE NUCLEAR POIER STATION RAINFALL INTENSITY, DURATION AND FREQUENCY CURVES FIGURE 2.3-1 HEVISION U . ;r****-......_ ....... -\ I. ..... s ......... \ .......... ' ....... .. .. *.. ,...... v .... "" .. ttAW&H u s DEPARTMENT or OOMMCffCE Weather lureou MARGINAL QUALITY DOCUMENT BEST COPY AVAILABLE "'!' IAN l9et l I etol DAVIS*BESSE NUCLEAR PDIER STATION TORNADO FREQUENCY BY STATES FIGURE 2.3-2 HIV I) I ON ll .1111 Y 1 'lll:' ll01l llOflllMI fOI DIU ll IU DI('°. CllllORNIA 111( llCOlfll ll IOUUllllY Isopleths or total number or episode-days In 5 years wilh mixing heighls £1500 m,wind 4.0 m scc*1, and no significant precipltalion --* --*-*.for episodes tasllng al leas! 2 days. Numerals on lefl and righl give lotal number ol episodes and episode-days, re&pecllvely. Season wllh grea1esl number ol episode-days dicated 11 W (winier), SP (spring), SU (summer), or A (autumn). MARGINAL QUALITY DOCUMENT BEST COPY AVMU\!3LE DAVIS-BESSE NUCLEAR POIER STATION ISOPLETH DA TA FIGURE 2.3-3 IU. VIS I ON II .1111 y lllll:' N WIND DIRECTION FREQUENCY (PERCENT) MEAN wrnD SPEED (MI/HR) ANNUAL 8553obs MARGINAL QUALITY DOCUMENT l BEST COPY AVAILABLE DAVIS-BESSE NUCLEAR POWER STATION DAVIS-BESSE SITE ANNUAL WINO DISTRIBUTIONS AT THE 35-FT LEVEL. AUGUST 4, 1974-AUGUST 3, 1975 FIGURE 2. 3-4 REVISION 0 JULY 1982 Q ,.. < .,. m I r-CIQ m m .,. < "' c .... .,. ..., :a .... m -:a-12 2 fin!i -am ..... I :a-ta Ul m m .,. > m .... :a :z: CJ .,. .... > .... . -*------** ..... 1' l ...... I * *

  • r11* -' . _ ... \.-'* ......
  • 511 All ELEVATIONS ARE REFERRED TO U.S. GEOLOGICAL SURVEY OATUH WlllCll IS HEAN SEA LEVEL. I '
  • I 5 Miles

() 3 '41 -L.--*--f.---=i.....--

  • 0 3 () Q ' \ti' '-.;.:: . . '-' tu LA E.l<IE AJ./lOOO NOTE ALL ELEVATI ARE REFER TO I. G. L. A.I.II 000 A.-----------

_..._._ ------*------... -. ----* --*-*----- DAVIS-BESSE NUCLEAR POWER STATION ORIGINAL SITE TOPOGRAPHY Fl GURE 2.4-1 REVISION 0 JULY 1982 ( * . ' ,('*.*,* i '. -**.-:::::: ,----.r Q /) ;: -': : .. :_) .... : : .. 575.2...., 57/./

    • NOTE : I . ALL ELEVATION.

ARE REFERR.ED ---* .. *-*-.... . ' .. I -* '---. () <:) '-l () () () 8 () -. tu ) LAt<E. E.f -J I --I 0 C> C> )> < l/) I co fTl l/) l/) c 6 :::u ., fTl ...., z: fTl<cfTlC C> 3: .........

u :::u (} ...... CD l/) fTl ,--c:: fTl .........

......... l"T1 Vl :::U 0 N z: )> )> :::0 :z:. :::u ...... N )> c c::>tv"':";;><:"\J ...., C> N l"T1 ..b. :::u Y" c (/) C> :z )> ...... ('"') -i 0 :z: , CITY OF TOLEDO WATER INTAKE / ,-CITY OF OREGON ' WATER INTAKE N f O WEST SISTER / LAKE ERIE CARROLL TOWNSHIP WATER INTAKE

  • CAMP PERRY WATER INTAKE PORT CLINTON I .**: --..... , -* ... .. .............

____ .. . llOTI:"1 The **ti-rtheast feC<:h directl-'(.:!* htHtt). *-a£F(ll[lt(( I Pert ioct of .._,..,. lair.* Sunrev (h ... t ll0.1'. 1170. . . . .. __ .... ............. . . . -...... \:__:__ \ -\ \ *\ . I * -1* .. _: .. :* iz s u p ____ --_:"":'-. __ ... , ... __ -----* *-:---:--.-.- -. :' , .. -.. ,, I /: 4/ .. ... ,.,* j .. 1 ;... 1 I I -i .. : ... ,.,, . ! : I -. : -* ... i ,. -.......... SOUNO 1 llGS ** nn l(UJll Ulll 11& TP DATUM 5'1.6 (l.C.L.D., 1'55) :' ----------*** MARGINAL QUALITY DG0L:ii:d--1T BEST COPY AVAILABLE DAVIS*BESSE NUCLEAR POWER STATION TOPOGRAPHICAL SURVEY OF FETCH DIRECTIONS FIGURE 2.4-4 REVISION 0 JULY 1982 CONTAIN/VIENT

El.690.0 I I £/...SlJ4.0 1 £L.!J70.01 ' !l.5'10.0 I EL.5!>0.0 £L.54o.d -701' o;:: WA Ve PRD7cC7/Cf'I OIK.E el... 5'31.0' \ '------.1 SECTION HORIZ. SCA le: l":.300' V E/2 T. SCA !E: /"r 30 1 OPeN CHANNEL CONTAINMENT r TOP Of:' WAVE DIKE EL. O' EL. r;,oo. o' e1.. 690.0' Et. . .sso.o' .... '"""'.'. .. .. .... -. ------.1 e1...s10.o I 0 , Et...550.0' MAl<SH SECTION HOR!Z. SCALE: 1:300' VERT-SCALE : /": 30' *L.57t;. 4 ! ..... ......, EAST-NORTHEAST EFFECTIVE FETCH LENGTH JS.O NAlJTICAL MILE5 LWD. F, ET NORTH EFFECT/Vt: (/) FETCH LENGTH '22 NAUTICAL MILES oocuMan I NOTE : BEST COPY AVAILABLE f ALL ELEVATIONS ARE 1'EFER.RED TO I. G. L

  • D
  • DAVIS*BESSE NUCLEAR POWER STATION SECT IONS FIGURE 2.4-5 REVISION 0 JULY 1982 0 l.O LO en w LIMIT OF SLOPE PROTECTION 0 I[) + STORAGE TANK AREA r£ INTAKE STRUCTURE If) LIMIT OF SLOPE PROTECT ION
  • C> FOR PMME ro C> w 0 0 r<l u..i PLAN-INTAKE CANAL 0 LIMIT OF SLOPE d PROTECTION w NOTES: I. ALL ELEVATIONS ARE REFERRED TO I.G.L.D. 2. THE ENT IRE I NB OARD SIDES OF THE I NT AKE CANAL DIKE ARE LINED WITH RIPRAP. DAVIS-BESSE NUCLEAR POWER STATION PARTIAL PLAN OF INTAKE CANAL FIGURE 2.4-6 REVISION 29 DECEMBER 2012 DB 08-28-12 DFN G:/USAR/UFIG246.DGN/CIT TOP OF 01 KE.&. INTAKE STRUCTU E , EL591*0 59 --------'

---.J j SEISMIC CLASS I AREA (APPROX. l

  • E .579.0 ----------------INVER a..546.0 1 SER'l WATER PUMP ROCK E'N:AVAT ON FACE OF INTAKE s2 STRUCTURE ul STA.0+00 STA.5+00 STA. lo+oO NOTE: ALL ELEVATIONS ARE REFERRED TO I.G.L.D. DAVIS-BESSE NUCLEAR POWER STATION PROFILE ALONG CENTER LINE OF THE INTAKE CANAL FIGURE 2.4-7 REVISION 29 DECEMBER 2012 DB 08-28-12 DFN G:/USAR/UFIG247.DGN/TIF WAVE PROTECTION ROCK TOP a: FLOOD AND WAVE I CONTROL DIKE EL591.0 I FINISHED GRADE £L 593.0% INTAKE CANAL OF INTAKE STRUCTURE WALL EL 591.0' TOP OF FLOOD ANO WAVE CONTROL WALL EL..591.0' SHgex ptLwG / 66' l 44' AP PROCH C 1 HAN NE L STA. o+oo NOTE : Al..!. Et.EVA TIONS ARE !iEFE!fREO TO /. G L. D. DAVIS-BESSE NUCLEAR POWER STATION CROSS SECTION @ STA. 0+00 INTAKE CANAL FIGURE 2.4-8 REVISION 30 OCTOBER 2014 DB 02-17-14 DFN G:/USAR/UFIG248.DGN/TIF f DIKE (NORTH SIDE) t 1 I+/- I 99 1 DI KE (SOUTH SIDE il I INTAKE CANAL rii NO TE . ALL EL£VArlON.S Aff REF£RR*D TO /.G.L.D. DAVIS-BESSE NUCLEAR POWER STATION CROSS SECTION @ STA. 7+ 00 INTAKE CANAL FIGURE 2.4-9 REVISION 31 OCTOBER 2016 DB 03-15-16 DFN G:/USAR/UFIG249.DGN/CIT J.M. WEATHERTITE SHEATHING MEMBRANE .........

411mi

.... ... .--..... ** 4 *0.1.f .** \. .* ----il ........... o .. 4 o 0 a *. * .: ..... --*--:* 0 .. . . . ... . . . . ........... --0 DAVIS-BESSE NUCLEAR POWER STATION DUCT BANKS FIGURE 2.4-10 I I I I I I I u I I REVISION 26 JUNE 2008 03-07-08 DFN=/G/USAR/UFIG2410.DGN/TIF F1_E.X19LE BOOT ----=':"" ....... ...-. ........ ._. SANO \ WAL.L. OR. 3L.OC, WALL. ....,,..... ---:.'"'liivr1;.1--* .....* -'*I .. ; a. * ; ... ;,.o ... 0 .. *, * *.. ..J* "' 5EAL1NG C.OMJ:)OUN 0 11'1SULATION STD. WE1Gli4T F'l?E DAVIS-BESSE NUCLEAR POWER STATION BOOT SEAL DETAIL FOR NEG. PRESSURE & FLOOD FIGURE 2.4-11 REVISION 0 JULY 1982

  • PIPE CLE.A.52.ANG!t 1 11 Mlti-J
  • UPTO to OIA.

PIPE. 12.0IA...,NO LAla:iat USE o/i 6 ' F'l..A TE #6 GA. PIPE . . ... --**--*---------.. 1 i\*1.ARGH-JAL QUALITY DOCUMENT I BEST COPY AVAILABLE DAVI S*BESSE NUCLEAR POWER STATION TYPICAL FLOOD PROTECTION DETAIL IN WALLS AND FLOORS F I G URE 2

  • 4-1 2 REVISION 0 JULY 1982 CABLE:.S NG FIL..Le:D W/

C:OH <:CZ E.T'E. CABLE. Ti<A. Y ELEVATION CABLE Tl<AY CA.SLES DAVIS-BESSE NUCLEAR POWER STATION TYPICAL FLOOD PROTECTION DETAIL FOR CABLE TRAYS FIGURE 2.4-13 REVISION 0 JULY 1982 ir -----,--------___________ ..., 1 I 1 I I : .w I 1 t l!:J I I: I I I I ! : I I I I ' ' I I I I I IOF'EN Ii 1' I I 1 I 1 I I: I 1 I' I I 1 , 1 I I I ! roJ f-Cl-OSE : ;L2J I I I I I: I I I .f : : l I I : I I I I I I I '--------------------.J QUALH'f

  • BEST COPY AVAfl;1BLE DAVIS*BESSE NUCLEAR POWER STATION TYPICAL WATERTIGHT DOOR ELEVATION (3'*0 X 7'*0 MAX.) FIGURE 2.4-14 REVISION 0 JULY 1982

--.c:: N :z: 0 WATER SIDE .-.---11 0 11 SEAL RING ......, __ 3/4 11 0 SHAFT 3/8 11 X 3/4 11 COLD DRAWN __ _.1, __ _.... __ __. ______ FLAT 2 11 x 21/2 II x 1/4 BEARING L_ FRAME 1/4 II x 21/4 II x 23/4 11-..et LG. COLD DRAWN FLAT ....,_ __ 6 11 X 31/2 11 X lf2 11 L FRAME 1/2 II x 6 II NELSON s T UD (4 PER JAMB) DAVIS-BESSE NUCLEAR POWER STATION TYPICAL WATERTIGHT DOOR-LATCH JAMB DETAIL STANDARD INSTALLATION FIGURE 2.4-15 REVISION 22 NOVEMBER 2000 DB 10-10-00 DFN: G/USAR/UFIG2415.DGN/CIT

SIC£. 1/1.

  • UNC Mex. MC* aol.T ( 2414 f'ER 1'1tAM& I /l TMICI< X 4'WICC. CL.CtSED C£U.

Sfl"OMW E -GROUT t CAUi.ie. \JMC ANCMOf' NUT MARGINAL QUALITY DOCUMENT BEST COPY AVAILABLE DAVIS*BESSE NUCLEAR POWER STAT ION TYPICAL WATERTIGHT DOOR* HINGE JAIB DETAIL EXISTING OPENING INSTALLATION FIGURE 2.4-16 REVISION 0 JULY 1982 --*-. WATER 51Ct ,, Ut--JC MCX. MC. 101-T ( Pn ro"y.. FRAM . : ;t>. . . .. ------*----*-.--.* . MARGINAL QUALITY DOCUMENT. BEST COPY AVAILABLE 1 DAYIS*BESSE NUCLEAR POIER STATION TYPICAL WATERTIGHT DOOR HINGE J AIB DETAIL ALTERNATE EXISTING OPENING INSTALLATION FI QJRE 2. 4-17 REVISION 0 JULY 1982 -II) .... 0 -.... .... 0 c ::J 0::: 3-Hour Unit Hydrogroph 1.5 Hour UH Ordinates 4000 -. 3500 --* .I -r .... 3000 * * ..... -, 2500 . * .. *

  • 2000 1500 * .
  • r
  • 1000 . 500 * * -I 0 0 6 12 18 24 NOTE: THIS FIGURE IS DERIVED IN REFERENCE
62. "' .... ..,. ' -"' 30 ,. -... .. ------36 42 48 54 60 66 72 78 84 Duration (hrl DAVIS-BESSE NUCLEAR POWER STATION TOUSSAINT RIVER AT HIGHWAY 2 BRIDGE 3 HR. UNIT HYOROGRAPH FIGURE 2.4-18 REVISION 30 OCTOBER 2014 DB 02-17-14 DFN: G/USAR/UFIG2418.DGN Toussaint River PMF Hydrogroph 90,000 80,000 -. ...
  • 70,000 60,000 * * (/) '+-50, 000 '+-'+-* g 40, 000 ::::J 0: 30,000
  • 20,000
  • 10,000 0 0 12 24 NOTE: THIS FIGURE IS DERIVED IN REFERENCE
62. 36 .... .,. 48 -60 72 84 96 Ourat ion (hr l DAVIS-BESSE NUCLEAR POWER STATION TOUSSAINT RIVER AT HIGHWAY 2 BRIDGE TOTAL HYDROGRAPH (PMF) FIGURE 2.4-19 REVIS ION 30 OCTOBER 2014 DB 02-17-14 DFN: G/USAR/UFIG2419.DGN 108 OAK MARBOR LACARNC

........... ""SJ O CATION qUAORANGL£ I. M A .R R. I S SCALE I : Z4,000 0 S A L [ Ill 1 MILE OAK HARBOR EAR POWER STATION DAVIS -BESSE NUCC\L SURVEY OF TOPOGRAPHI FLOODING AREAS IN OAK HARBOR OHIO FIGURE 2-40 L A K E E R I E N I AKE ELEV. 571 APPROXIMATE MEAN l LEGEND ELEV. LOWER THAN 575 ELEV. 575 TO 580 ELEV. 580 TO 585 NOTE: ALL ----REFERENCED TO U .. GEODETIC SURVEY OATUM;*WHICH IS MEAN SEA LEVEL. _____ .,.,..,..,.,,,_ .. , ... ...,_ __ -M-A-RG-IN_A_L_Q-UA_L_ITY DOCUMENT i BEST COPY AVAILABLE DAVIS-BESSE NUCLEAR POIER STATION TOPOGRAPHICAL SURVEY OF FLOODING AREAS IN OAK HARBOR OHIO FIGURE 2

  • 4-20 REVISION 0 JULY 1982
!5 Cl> 0 ;; n ::0 -I fT'1 0 < =:;: CJ -fT'1 (./') ::0 -.... 0 ::0 ::;, N z ;::; 0 "' -<<.>.I .... "' CJ' 0 'T1 -C'> c ::c fT'1 N . ..t:i.. I N c < --z (./') -I I J:iio-CJ fT'1 fT'1 (./') (./') (./') fT'1 -I ::0 z c c n n -I e fT'1 ::0 J:iio-f'T'1 ::c ::0 ::0 z C'> fT'1 3: fT'1 z -I ""tJ 0 ::c (./') -I --1 0 z MINIMUM WATER____/

LEVEL CORRESPOND ING TO MIN. NPSH REOUJRED. A J TRASH RACK PLAN HOR.SCALE r""' -,-I 0 200 400 N NOTES: Ill ALL ELEVATIONS ARE REFERRED TO I.G.L.O. C 2 l TH IS FI CURE IS PROV IDEO ONLY TO ILLUSTRATE WATER ANO FLOOD CONTROL LEVELS WITH RESPECT TO THE INTAKE STRUCTURE. SEE DRAWING C-412 FOR INTAKE STRUCTURE PLANS ANO SECTIONS. _ToE..QEm __

  • :! * !-... ... u -REVISION 0 JULY 1982 IJOTES L Toltn from USGS 16 min loP09rt1p'Jic map of Ool lloriJor (}uao'ronqk f/9o2)
  • 2. Ground surfoct' con/ours rtfrrt'ncto' lo USCIGS lJolum. ApPJtJK waler levem refertnc<<l

/o IGLO. 3. The following information pertains to the use of groundwater and was provided as part of the original safety analysis. Current conditions are not foreseen to differ significantly, however it is not practical to continuously update this section to reflect the cmrent status. Therefore. this section is considered historical.

  • , L£{j£1JD 0 LOaJlion of well 470 Approx lfl(J/t'r 14tt!l In 1Wlls I Msq /9'19). . . -Re/ert'nceo' lo lnkrtio/ltJno/

ant1I tales Oolunf/61.DX .-1* 7 Loeoli0/1 atJD' Aumhtr ()/ Wiiier sample DA VIS-BESSE NUCLEAR POWER STATION LOCATIONS OF WELLS AND WATER SAMPLES FIGURE 2.4-23 REVISION20 DECEMBER 1996 --* I * .. "iii * -;::: * -* Ii * ... .!! .= I .. :.* .. .. : .... .. ** J! . .. * -.s * "iii. * .... --..

  • fr -* ** ... *a -u Iii ..,
  • 0 ...
  • .. a-c ... ... *--u .. !!-DA VIS-BESSE NUCLBAll POWER Sf ATION PRESENT GROUNDWATER USAGE IN CARBONATE AQUIFBR OF NOR'IHWESTERN omo FIGURE 2.4-24 REVISION20 DECEMBER 1996 I ... ---I .., ) --__ _: __ ,,.... I '-"' : .. I MOOIFIEO AFTER OHIO WAT£R PLAN INVENrORY R£PORr NO. 22, 1970, PR£PAR£0 SY OHIO DEPT OF NATl.IRAL R£$0t/RC£5 I MARGINAL QUAUTY DOCUMENT BEST COPY AVAILABLE

*-

DAVIS*BESSE NUCLEAR POIER STATION GROUNDIATER LEVEL CONTOURS IN CARBONATE AClllFER OF NORTHWESTERN OHIO FIGURE 2.4-25 REVISION O JULY 1982

83°10' 83°oo' 82°.ss' / ' N / / ,', / / \ ' I\ \ ', I \ \ I *1ou-\ \ () WEST SISTER ISL.AN) \ \ \ \ \ \L \\A K E E R \ \ D\ \ 1-1 \ \ .. , .. \ \ Al!Sl'ftlCl!D MEAS,./'-\ \ \ \ \ \ :.-; -f P/#11., ! l. '-' I

  • .J I I J 4 S ' ' ' ' EB \ \ I I I r I I I ;\ I \ I \ I m \ I ' I ' I I I REVISION I JULY 1'83 N

L t!:) WEST SISTER ISL.AN> A K RESTRICTED AIRSPACE R-5502 E '\ \ E R I ------------- E ' \ \ \ *tOt.o* 0 2 J \ \ ' \ \ \ \ <W \\' \' AREA II 5 \ \ ' \ \ \ \ \ DAVIS-BESSE NUCLEAR POWER STATION ......... -, RESTRICTED AREA BOl.R'OARIES ____ ...... \ JAl'UARY 24, 1980 FIGURE 2A.1-2 (l0 / _.-* .. r \'4\ \.J\J _____ ... REVISION I JULY 1983 82°55' N ...... ------.-, _ _._ ------------J L A K E RESTRICTED AIRSPACE R*5502 REVISED JAN. 2', '* E R I 'f';----------------- ' t\ \ E \ ', ., . ..,. ____ ____ __ \ \ \ \ \ \ \ \ AREA II \ \ \ STATUTt MLES s \ \ \ ' ' ' ' REVISION I JULY 1'83

W&ST SISTER !-WIEIT lllT&R 11&&1' LAKE ERIE 41°40' :-.f:AR31NAL QUAUTY DGCUMcN i . I BEST COPY AVAILABLE F'GuRE 2a.3-1 BATAVMETRIC MAP DEPTH CONTOURS IN FEET IELOW LOW WATER OATUM + LEAST DEPTH OVEI REEF CONTOUR INTERVAL I PUT REVISION 0 F.EET JULY 1982 0 1opio 10.,000 sU.. MILES 0 1/& I *I * * * ' s3*foo 0 GRAVELC>l090 0 1/& REVISION 0 JULY 1982 I I I b----4 ant & clay FEET aJii MILES * * * ' .J ' (/) C! w I-z <ct: ..J a.. 0 0 N 2000 1800 1600 1400 1200 1000 800 600 _, -400 **-*. *_-::_ .. _ '_ .. -... .. I 1969 (Tubb, 1972) B 1970 (Tubb, 1972) 0 1971 (Tubb, 1972) ige9 (Ayer'"S, 1970) JUN JUL AUG MEAN NUMBER OF ZOOF'L.ANKTERS/L/MONTH -MAY, 1969 -MAY, 1971. _____ ; __ .. _ .. __ *-* \rMRG\Nf\L Q.UAU1'f oocuMENI: \ BE5T COP'< _J FIGURE 28.4-1 REVISION 0 JULY 1502 6000 5400 4800 4200 3600 "' ' 3000 Ul Ul -z (.!) 24 er 0 1800 (24) I i969 (Tubb, 1972) 0 1970 (Tubb, 1972) D 1971 (Tubb, 1972) 1969 (Ayers, 1970)

  • Identified no further than family ( ) Number of species ! MMm1Nr1L QUALITY DOCUMENT;

' I ! BEST COPY AVAILABLE i t 16) ( ) (23) (23) (27) (23) APR f\AAY juN JUL AUG SE:P OCT MEAN NUMBER OF BENTHIC ORGANISMS/M 2/MONTI-i' -* N\A..Y, 19e9 -N\A..Y 1 1971 FIGURE 28.4-2 REVISION 0 JULY 1982

, I .... ,. 4** ... .,..*oo* U 0 4S" WMAI 68-192 , / .// . ,.,, e,'*, (1 "'/.')#' , / , , / , , / \ ' ' \ ... / z\7 / ,i '\'* ,1 ., ' ;_.\ LA K ... , , t PHYSIOGRAPHIC MAP OF SITE REGION . * *.

  • I .. o*oc>" I"""+ e ., ft o.+ **ft et ,_____.. M*JO" Tofo3roph r

&rov,...d 1\10 T £: s; s,,., face I. U'!.-.f"'*' Leit1ovt ub ...... 9'.,.. rro ..... ..... v 1 .,..,, ,.o. Nit 11*7 d...... . p*. f'*P*,. * ., " ..... , t1* p ,..,c.e , Co* P" ol-£,...,,., ..... . .. , ....... .... ** .. ,, ...... , ...... \-' . '"-* usc.t ...... / -----------------, / / I -* $', I ::;i:. ;rJ tx'I "") °L.-.f'lllD rn z en ::t:-* ("') '° 0 -0 c:: -< :i> * =<! ':!:::: r-0 0 co C") .--c= rn 3:: ...., :z -I .... FIGURE 2C.2-\ REVISION 0 JULY 1982 ... ' . .. :._. ,, PHOro TAlfcN 31.Jl/L'I'1971 WMAI 68-19,? 1 l'*':M;GINAL QUALITY DOCUMENT' rr BEST COPY AVAILABLE AERIAL SHOWING PHYS!OGRAPHIC FEATURES OF TH£ SIT£ AREA FIGURE 2C.2-2 REVISION 0 JULY 1902 Sea/ti llE610NAI. CONTOtJQS OF Pt;£CAM8f;IAN SlJJ;f'AC! AND PPINCIPAl. 5TJ;VCTIJl)AL 1'£A1(1/l!S WA/A/ 68-192 FIGURE 2C.2-3 REVISION 0 JULY 1982 0 Seal* WMAI 68-192 16mi Le9end Woverl'I formolion m Ohio formolion

i.. Co/1.1mb1.16 formolion B Oelr"d R1 ver 9ro<.1p Bass /5/011d 9rot.1p -ii \Ji Nio9oro 9ro11p /;f fJIONAL "fDROCK AIAP MARGINAL QUAUTY DOCUMENT BEST COPY AVAILABLE FIGURE 2C.2-4 REVISION 0 JULY 1982 I -8? I ...... ;e c.... ;u .,, c,., -r-< Cl -< -c: VI ::U --,., \D 0 OOZ N N n 0. N I V1 c:l ,.... (;) ('\ :::! +/()()() Lewi */000 " *1000 ij -3000 .,()()() :s: > ::0 CD Ci) rr1 z :i> C") r--o '° -c c:: -< ::t::o .-;::: 0 ::> 0 o:J n r-c:: f'T1 3:: ....., z -4 Findlay Arch Site I 6REENTOWN e/840 2 5V8* TQENTON J FINIJLAY e/810 " tz.9gra I -J /Nchmond
  • 0 5()mi Horizonld Scoltl NOTES t. Dislorlion 87(hor.):

/(vdrl) l tleYotion ref'erenc.ed to USC f GS [)qtum 5 THVOIVM +10()() SM -100() -Z()()() -!J(J{)O -1()()() (Modified oller Wasson, 1931) --t.ArE ERIE N I 0 l.7mi (Modified offer Sparling, 1966) NOTE. Sea. £/eY1:rtion3 refirencedto USC!6S Dotum INFERRED Lf)CAl 8lDROCK 51/Rl"ACE CONTOU/lS AND (J£0LlJGIC MAP WMAI 68-192 MARGINAL QUAUTY DOCUMENT BEST COPY AVAILABLE F GURE 2C. 2-6 "'---------t:VISION 0 JULY 1982

WMAI 68-192 ex -* :. * .£! t t k .. MARGli<JAL QUALITY DOCUMENT S£1SMIC*RISK MAP OF THE __....,._B_Es_r_co_P_Y_AV_A_!LA_B_LE

_ _J FIGURE 2C.J-1 REVISION 0 JULY

  • Memphis WMA/68-192 tE6ENO Eorlhquofe ep1cenler 19'1? Ye:7r of occurrence YI Modified Merco/I; eplCenlro/

tnlenstly .. Nuclear power s/o/1()1) /oco/1on 0-200mi [orlhfuates i: MMV Z00-3a:Jmi JCO*J50m1 J50-400m1 400*.f!JOmi 450-§00m. H ?MMYI ?MMVll MMV/11 ?MM J' Conlour lmt*s ore those of s'9n1ftconl bea'roct l'ormolltYIS

  • le., Trenlvn ltmeslone, Onsbnq sands/one, ono' Precoml>rion bosemenf rxi, el ore !Mlow l/5C I. fiS dolvm REFERENCES tlSCtfuS Eorl!iquoie of/he l/mleruory 19&9-June 197.t /i.S1"1"nf eorr!J91/()te5May1969-0ctober 197( Bose mop: "kclonic lrhp o/ Ille Untied Sloles"l,IS(;S()f'J(/

AAP6, KJ6l () 1()(1,,,; EAtJlllQUAl'E E/J/CENTE/l MAP FIGURE 2C.3-2 REVISION 0 JULY 1982 : -* ... l£6ENO

  • Earihqvol:es

? MM V x £arlnqua.fes V' ..... ----------**

      • -* ... I '1ARGINAL QUALT"f [. '* BEST COPY ;:.:, .t; __ ... *.-.. ------------***

0 50mi Scale mop aller ()St;S and MPG 1962) EAllTHfJt/AKE !P/CENTERS WITHIN APPQOX 100 Ml FPOM SITE WMA/68-192 FIGURE 2C. 3-3 REVISION 0 JULY 1982

-* *-;> I ; i ":""--....;-..,.. _ _Jk ! j > \ ' ' : ISOSEISMAL MAP OF ST LMRENCE EARTHQllAKE OF I MAR 1925 WMA/ 68-192 FIGURE 2C.3-4 REVISION 0 I JULY 1902 l 0.1 0.05 20 Ratio of critical dampinn -:i BEST COPY AV.A.lLABLE RECOMMENDED RESPONSE SPECTRA FOR HORI VIBRATORY GROUND MOTIONS OF MAXIMUM POSSIBLE EARTHQUAKE (LARGER EARTHQUAKE) (0.15 g) FOR SEVERAL DAMPING RATIOS WMAI 68-192 FIGURE 2C.3-5 REVISION 0 JULY 1982 Period, sec 5 20 1.0 0.5 08 0.1 4 20 30 cy/s<< MARGINAL QUALITY DOCUMENT 1

  • Ratio of critical damping BEST COPY AVAILABLE RECOMMENDED RESPONSE SPECTRA FOR HORIZONTAL VIBRATORY GROUND MOTIONS OF MAXIMUM PROBABLE EARTHQUAKE (SMALLER EARTHQUAKE)

(0.08 9) FOR SEVERAL DAMPING RATIOS WMAI 68-192 FIGURE 2C.3-6 REVISION 0 JULY 1982

  • 0 u = ...
  • I u I * .. t: ! "IHOD
  • llCO*OI ' I I
  • I I Uo.IOA U ct.I -.. .. J I 0. u OA OJ CL2 01 I J 4 t I 'ltlOUlllCT tit CTCLIS/tlCOllD MARGINAL QUf1U1Y DOCUMENT\

BEST COPY AVA\LABLE. . COMPARISON OF RESPONSE SPECTRA FOR ZERO DAMPING. WMA/68-192 Fl GURE 2C. 3-7 REVISION 0 JULY 1982 Ill 8 = ..

  • r ! fllltlOO IN SICOllOI l.O 0.1 a.a o.s 0.4 O,J 0.1 I I S 4 I I 0.1

..... 01 0.1 1.0 2 20 10 100 'lllOU[NCT Ill C'ICLU/stCONO ________ ..----____ ... MARGINAL QUALITY oocu;v!EHT BES! COPY COMPARISON OF TWO INDEPENDENTLY CALCULATED RESPONSE SPECTRA OF THE EAST-WEST COMPONENT OF THE .JI OCTOBER /9.J5 HELENA EARTHOUAKE WMAI 68-192 Fl GURE 2C. 3-8 REVISION 0 JULY 1982 l ! ""' jl l:l a: j.; ::a J li Q: Ci) :! ! I ti .. * .,. ,. *

  • t & .... -Cl) Cb .,, i * .; ti C\ ..... oS! 'i .,, ::a .! -:;;: !i i I I i ! i Q) WMAI 68-192 . i ..... " & i 'O 9 ;; 1a Jic l --a l:j ...... "' I J .5 J I I e I e ! :! in I 0
  • I
  • 0
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  • I I "' ""' I I .c:: I I I I I I I I ----*--*--** . \ *

'l QU T' '* ;i/'AR\l I l"'\ fa i '. 'v * :'.-" BE"'T C0°" '"f I' '-' '*:! *-* !1 ,n.* ... .._.;,..,_ ':. _________ .... _ 01 -0 *

  • 01 " I I I c.o "" (\I SJO/:JD,d UO/ID:J/j/

AMPLIFICATION FACTORS FOR SPECTRAL ACCELERATION FIGURE 2C.3-9 REVISION 0 JULY 1982 V'l Q z: 0 u LW V'l z: -Q 0 -a:: LW Cl.. Q z: 0 u LW V'l ........ V'l LW ...J u >-u z: >-u z: LW ::I er LW a:: i.. ONOJ3S/S3HJNI NI A!IJ013A MARGINAL QUALITY DOCUY:E:'r BEST COPY AVft.!LABLE COMPARISON OF RECOMMENOEO ANO DESIGN RESPONSE' SPECTRA-A 11 0.00 WMAI 68-192 FIGURE 2C.3-l0 REVISION 0 JUl.Y 1982 Q z 0 <..) ....... V'> ....... V) V'> Q ....... -' <..) <..) >-w u 111 z: z -->-Q c.,) 0 z: -w ::::> ....... O' Q. 1.1..1 a:: ..... ON033S/S3HJNI NI AlIJ013A COMPARISON OF RECOMMENDED ANO DESIGN RESPONSE SPECrRA-)..#0.005 WMAI 68-192 FIGURE 2C. 3-11 REVISION 0 JULY 1982 en Cl z ... c..> ... "' Cl 0 ... ... a. . ,, _ ........ r .. ,..,, -....

  • IE: >*"' ' * ;y *1 I I I I v *. . ... . . _, . ,, ' ... ) .*.*.. "° I le , ' I < I ! , ', ..... . . ........ --* , .... .. *, *"*I * . . ' , -. ... . ' I *' -:a ... Cl .. ... u ... .,, -.,, ... _, .... .... ,. c..> ,. ... = C> .... ... .... ONOJ3S/S3HJH NI HIJ013A MARGINAL QUAUTY DOCUMENT!
  • ' BEST COPY j t
  • COMPARISON OF RECOMMENDED AND DESIGN RESPONSE SPECTRA-A_
  • 0.01 WMAI 68-192 Fl GURE 2C. 3-12. REVISION 0 JtJLY 1982 Q z Cl "' ... Q ..... -"' Cl -... "' ... ... en ..... ... a .... ..... Q "" Cl ... .... ... ... .... ..... = 0 ... ... ...... ONOJ3S/S3HJNI NI AlIJ013A COMPARISON OF RECOMMENDED ANO DESIGN RESPONSE SPECTRA-A*0.02 WMA/ 68-192 FIGURE 2C.3-13 REVISION 0 JULY 1982 0 -Q en y 0 . ... * , "' Q i 't -..... VI .... ... "' .. .... * . .... i .... 0 ,. 0 -"" .... ... u .... -.... "' Q .... "" ..... ONOJ3S/S3HlNl NI Alll013A

.. * --.... '.*llft.,J\ i:i,r, *; t\ii,t, '1.. Q'

  • n
  • 1-v nr-* .. -* * : * .-* _. ***. 'r*:'\r: I u;.;1-1 *
  • -*** COMRARISON OF RECOMMENDED ANO DESIGN RESPONSE SPECTRA-A'0.05 WMAI 88-192 FlGURE 2C.3-Jlt REVISION 0 JULY 1982 NOTES tlE/1/£/tAL tAJ'OIJT OSTAINCIJFltOM O"<i NO. C-1. REV', PllEl'AltCO I J' 8£CNTEl COMPAN r, liA IT HE' 11 S llJR(I, MAllYLANIJ, ()ATC() 1' AU(l 1'0. ,/. COORDINATES SHOWNAllE llCFEllENCCD ro PllO.JCCT COOROINAU

$1'$TEll. S 60/llNliS ANO PROBES LOCATfO ON TlftS FIGIJRC ARE THOSE ll'HICN ARE OIJTSflJE THE LlllllTS OF llltEA :t' #. CtEVATIONSAllC llCFCllENCED TOl/fTCRNATIONAL

  1. IRCAT LAKU DATUM fttlt DJ. ,_ SEC,, *. IV*8, IV** ANO IV*IO FOii liCNCRALtrco t1COLOl11C l'llOFILCS.

WMAI 68-192 () g ... LEGEND e CP*I . ,.,_, eOP<f-Z () & ,. ... SAlll"'LCD COIVSTltUCTION PlfOllC I((). I SAMPLED PROBE/., IJNSAlll'l.ED Plt08C 4-Z S 14*1 SORING 4*1 __j.50 -*l'IF(RltED BEDROCK CLLVATIOl'I PICZOllCTCR LOCATION () () () ..; ... 0 () () .... .;. ___ !.!i.!:.-..L. 14 6 s t .. ... ______ , '-"'-..i_ 1 llAJ.!SN DEPOSIT t=j SAND OCl'OSIT 0 () () ... ...

  • flAJOR STATION STltlJCflJllC

StrC ARCA l'lfOPCllTYL INC --LillfC ClllC SHORELINE I I l J P/IOFIU 1-1 LOCATIONS OF BORINGS, PROBES, AND SEISMIC SURVEY LINES IN SITE AREA g () ... Ss.f., ' s ., .* < "" \ ' ,.-----* \ I . ' u BOR:NiS 4-6 ANO :J-U E LOCATCO AT .APP/f()Jf NIJ,10C, E * 700 AND NI , :SDO, E 111', 400 llCSl'EC*

Tl/1£LY .llllDA/1£ NOf SNO N 0.'11 THIS Pl.AN -----------.----------- -\ su-* -"*""° --,.,._ 000 ----_ IV*O.:JtJO --.. 9,000 ---.....--*+-..-- ... s:r"'"""- ... "----* *.ooo 11 *,ODO Fl GUR£ 2C. If-I REVISION 0 JULY 1982


-- _ ___... _____ _____ _ I I I I ---+--. ___ ,----._.--t-- Sia lion area--+--- p 82-3 @ I -----+-------_ _.;:____ --fF-'--.___ 82-6 _ __._, _ 82*9 I --- I I 83-12 I I q I L WllAI 68-192 @ @

@ ---4--@ @ <!> I P B3-1 I @ @ @ I I * * * * -T "' bint Bld(J ....... I I Section 3 e1:.1 Ai.a1/01yB/d9 p 83-9
  • I --t--82-4 '!,IOOOON l lOOOOE --y-___ L __ _ ______ L __ _ LOCATION OF PRECONSTRUCTION EXPLORATION IN AREA A I I I I --i I I I I ---' N 0 50 10011 I I Scale Noles I_ See figures in Section Vof l/Jis Appendix for locolion of conslrLCllon p/Jose explorolion in Area A. 2. Soil probe local ions no! shown in Area 8. 81-1 s @
  • Boring 1-1 Roel< probe 11110 bedrock Soil prol>e lo lop of bedrock Sot! probe line P P1eZOmeler instolled in bor1n9 ----Seismic survey lme
  • Seismic silo! point I of .,j'* *. --

tlXCOYOlton ---_,. -._ SurfoCtJ ort10 EE] . . Local ion.of major lJnil No. I slruclurss Fl GURE 2C. li-2 REVISION O JULY 1982 r--1 I I I -----:---,-------- --, I I I I l i I I I I I I I I .,,,,... I I I ---1 ./ I /" 100 / * ,.* I * /1 *

  • i I I ** I \ I *1;;;$43 * *./. I *1572 *
  • I -* * / / \ I Ill'.--,, ,\ * / / \ '!\ I If\ * . I ' fJ2-IOE : NOTES *
  • I. Eleva/Ions referenced to lnfernolionol Great Lakes Oatum flGLOJ 2 Coordinates snownare referenced to pro1ecf coordinate system 0 50 Scale, ft y-.s I I E/0$00
  • LEGE NO 582*.0A 8<<1flg 2*10A
  • S01I IJ'DM to top of lwd-ock
  • Sttismie t/lof pDinf ----S*ismit:

sur"*Y 111111 *15$8-*I bottom of ttXCWOflOfl of nca.,atiOn I' t t i,i:_-_._ -I \.ittcfton l-Sttct1'at I d r.st ttxcavof1"'1 LOCATION OF PR£CONSTRUCTION EXPLORATION IN AREA 8 WMAI 68-192 FIGURE 2C.4-3 REVISION 0 JULY 1982 LESE ND 6 * -PIH Lotltl 7hl LM*"-* r,,.,Olld "'"'*'-£10,IOO saa 0 IS $0 JOOll t;;: i t £/(),<<XJ t\i" "q !:t (:) 4t I ..... *<< i;;;: EI0.200 I MARGIN QUALIT'( DOCUMENT i I BE . I . COPY AVAILABLE I i .... El 100 EIO. LOCAr!ON OF r£sr PIERS BEDROCK SOCKEr-CONCR£r£ BONO SHEAR r£srs WMAI 68-192 FIGURE 2C.4-4 REVISION 0 JULY 1982 -. ( I Q Q Q .. ... 1111,00fl t NORTH I ---4-** _____ .__ **-.. r---*-*---+-\ :_ 1111, 000 '* < ----+ --------1---------1----""* llOO \. -11__ -z;z:z;z*,. . NOTES: 1. 1rwt1tAt LArour o*r*111to '"""' o** 110. c-1, REii '. l'RCM1t£D*r*cc11rct CDMPAllr, U.lfNEltSM,111 .. MA11rU1110, o*rco 11 *u* ro. z. COOROlll.trcs SNOlllll AR£ ltCFEltCNCCO ro l'llO.KCT COOllOllf.tTC srsTtM. WMAI 68*192 lEGEND I l filft:1et1..1r:us111111E DCPDs1r

  • llAJDll STATIOlll.ttrEA STllUCTf/llC rr-..LI L __ :J M.tltSH DEPOSIT -**-SITE AllC.t Plt0/1£/IT'ftlllE 1:.*:.:_-*::.1 S.tllOOCPOSIT

-*** -tAK£ ERIE SNOllCLlllE V/01 ,,LL ** EllClf'llATION AltCA MAP OF SITE AREA SURF/C/AL SOILS SCAlE: I IN.= BOOFT I APPROX/ FIGURE 2C.lt-5 REVISION O JULY 1.982 .... ( 450-0 50f"T t---___, . ..-.. G£N£RAUZ£0DESCRtPTION or GEOL'OGIC MATERIALS

SUMMARY

OF £NGIN££RING f>fiOPCRT1£S OF BEDROCK . GLACIOLACUSTRIN£ 0£POS1f-STIFF BROWN ANO GRAY VARI/ED SILTY CLAY TILL DEPOSIT-VCRY STIF"F GRAVELLY, SA"10YA/\ID SILTY CLAY DOLOMIT(-lfEOIUM HANO TO HARO, GRAY TO BROWN, LAM1NAr£O TO THll\'8£1)0£0, ANHYDRITE L AMl/\IAE OCCUR OCCASIONAl.l Y BELOW EL 'JO 00LOMIT£-HA/i0, LIGHT GRAY TO GRAY, MEDIUM TO MASSIVE' 8£00£0, Ul'PCR2 TO 4 FT CONTAINS 0.001 TO O.OOJ f"T DIA AIVHYlJRITE INCLIJSl()NS BUILDINfi Sr'MBOt.$ L *** * :1 MAT FOOTING FOUNDATION FOOTING FOUNDATION FLOOR SLAB AND ROOF WMA/68-192 SHALE-MEO/UM HARO, DARK GREEN TOBLACK, THIN TO 41£011/M B£00£0, OISCONTINUOIJS ABOVE EL 5/0 OOtOMITE AND ANHYDRIT£-INT£R8£00£0, MEDIUM HARO TO HARD, BLUE GRAY TOBROWN, THIN BEDDED COMPACTED FILL -GLACIOLACUSTRINL ANO TILL CEPOSITS COMPACTED F"ILL -GRANULAR MATERIAL I. ELEVATIONS SHOWN ARE REFERENCED TO INTERNATIONAL GREAT LAKES DATUM (16LOJ. 2 FOH LOCATION OI" PROFILE; SEE FIG. IV-I .J APPROX 6ROUNDl+:ATERL£VCL BEFORE CONSTRt/CTIONEL 571. 4 EXTENT OF GLACIOLACUSTRIN£ ANO TILL 0£POSIT EXCAVA* TEQ IN THE STATION AREA AND REPLACED WITH COMPACTED GRANllLAR 8ACKF IU. IS SHOWN AS(OANb (j)RESPECTIVELY. NOOF ROCK CORE RECOVERY BCRllVG PETER* NO. MtNATION.1 RANGE AVE BJ-I ,, 6.?-100 91 BJ-2 10 !>()-106 94 BJ' 10 100 100 B.J *t.i 4 89-100 91' 8.J-1' 4 98-10.J 100 81-2 II 96-100 9!1 87-J JI 91'-100 99 81'-ltl 10 94-100 99 87-20 14 75-100 95 87-22 10 92-100 99 87-,7 18 65-100 97 Bi'-42 15 50-100 92 87-4J 12 86-100 99 87-44 IJ JOO 100 87-49 /J 9:.J-100 99 (l)ROD-110CK ()I.JAL/TY DESIGNATION GENERALIZED WEST-EAST GEOLOGIC PROFILE 1-1 1100 111 RANG£ AVE o-.s.s 16 0-78 -" 12-76 43 8-50 l:J 54-92 11 17-100 64 1,-99 f5 20-92 "' 0-87 60 22-95 !4 0-100 47 0-100 "'1 0-90 J9 11-100 48 18-100 60 UGEND 83*6 -.. 80R1NG NUMBER IN w}*STAMJAROP£N£TRAT-RE5'5TANCE MARGINAL QUALITY DOCUMGH; Dl'.'('T COPY 11\1/*1 1 ( ru: *. ' * , t\" t , ....... ,... ......... --*-* **-'"'-**** ... .: FIGURE zc.lt-6 REVISION 0 JULY 1982 .... ( 600 550 ... ';-r;-'

. ..... ,-,"' -t I '
.c lJ _,, tJ:: . ? II -450 . . . . --. . . --400 -:c -*-.. -.... 0 50FT GENERALIZED DESCRIPTION OF GEOLOGIC 41ATERIAL S SUMMAlif OF ENGINEERING PROPERTIES OF BEDROCK GLACIOLACUSTR1N£ OEPOSIT-S TIFF BROWN ANO GRAY VAli'VED SILTY CLAY TILL DEPOSIT-VERY STIFF Gli'AVELLY, SANDY ANO SILTY CLAY DOLOMITE-MEDIUM HARD TO HARD, GRAf TOBROtf'N, LAMINATED TO THIN BEDDED, ANHYDRITE LAMINAE OCCUR OCCASIONALLY BELOW EL 5JO DOLOM!TE"-HARD, LIGHT GRAY TOGli'Ar, MEDllN TO MASSIVE BEDDED, VPPER 2 TO 4 FT CONTAINS 0 001 TO OOOJ FT [)(A ANHfDRITE INCLUSIONS BUILDING SYMBOLS I' ** *'*I MAT FOOTING FOUtlDATJON FLOOR SLAB fif!IQ SHALE-ME:Otl/MHARD, OARKGREEN TOBLACK, THIN TO MEOIU"! 8£:00.£0, OISCONTIN_/l.OUS ABOVC EL 510 DOLOMITE ANOANHYORIT{-INTE:RBEOOCD, ME"OIUM HARO TO HARD, BLUE GRAY TO BROWN, THIN BEDDED COMPACTED FILL-GLACIOLACUSTRINE ANO TILL DEPOSITS CQMPACTED FILL-GRANULAR' MATERIAL I. ELEVATIONS SHOWN All£ REFEl?ENCED TO INTERNATIONAL GREAT LAKES DllTVM (/GLD}. 2. FOR LOCATION OF PROFILE, SEE F"/6 IV-I. .J APPROX. GROl/NOWATER UVEL BEFORE CONSTRUCTION EL 51'1. 4. EK TENT OF 6LACIOLACUSTRINE A/VO TILL DEPOSIT EXCAVATED IN THE STATION AREA AND REPLACED WITH COMPACTED G/r'ANULAR BACKFILL IS SHOWN AS ©AND fl) RESPECTIVELY.

NOOF POCK CORE RECOVERY BORING DETER-NO RANGE AVE BJ-4 4 86-100 96 BJ-6 4 89-100 9T BJ-9 4 92-100 9T BJ-IJ 20 95-101 JOO Bl'-8 II 80-100 97 87-9 12 92*100 99 BT-II 10 92-100 99 B7-15 II 98-100 100 Bl'-17 10 80-100 97 87-111 10 97-100 JOO Bl'-.JJ JO 9.J-100 99 81'-41 12 95-100 99 87-42 15 50-100 92 /I/ROD-ROCK DUALITY DESIGNATION GENERALIZED NORTH-SOUTH GEOLOGIC PROFILE 2-2 R001 RANGE AVE O-J3 21 8-50 29 24-60 42 44-94 68 21-60 "' 8-85 45 22-69 47 0-90 5i' 9-1'4 4:J 15-82 Ji' 12-96 61' 12-92 66 0-100 "1 BOTTOM OF EXCAVATION 600 550 cs 500 .... ':!::-(.') ! "' 450 400 f!.§2!! BJ-4 --BORING NUMBER IN PCNC rRAr/ON llCSISrANCC Mi\F!GINAL QUALITY DOCUMENT BEST COPY AVAILABLE .. FIGURE. 2C.r.:--7 REVISION 0 JULY 1982 590 580 550 540 ' -. CATEGORY I INTAKE FOR£8AY CANAL *. -,',. . ' ._*. . " . *. "" . ', . , ' '* . *, ... . a ._'..__*. '* *,* . **.: *>* -g ' ' *. . T NON-CATEGORY 1 INTAKE CANAL 84-1 84-2 84-3 TOPOFDIK£ . '* ',,, 84-4. SCAIES -INTAK£ WATER PIP£ 0 /OFT 0 300FT tm-.-.J VERTICAL HORIZONTAL 590 580 570 560 540 530 GEN£RALIZ£D DESCRIPTlON OF GEOLOGIC MATERIALS

SUMMARY

OF ENGINEERING PROPEHT !ES OF BEDROCK LEGEND 84*1 --BORING NUMBER COMPACTED FILL-GLACIOLACVSTRINE ANO TILL DEPOSITS ORGANIC OE"POSIT-DECAYEO ORGANIC MATTER, PEAT ANO GRAI' TO BLACK CLAY, TRACE SANO GLACIOLACUSTRIN£ DEPOSIT-ST/Fl'" BROWN ANO GRAY VARVEO SILTY CLAY TILL OEPOSIT-VE"RY STIFF TOHARD GRAVE"LLY,SANDYANO SILTY CLAY WMAI 68-192 NOTES OOLOMITE-MEOIUM HARO TO HARO, GRAY TO BROWN LAMINATED TO THIN BEDDEO SANO OEPOSIT-FINE SILTY SANO, TRACE COARSE SANO ANO FINE GRAVEL SHAL£-M£0tUM HARO, DARK GREEN TO BLACK, 1"HIN TO MEO/UM 8£00£0, OISCONTINl.IOUS J. ELEVATIONS REFERE"NCEO TO INTERNATIONAL GREAT DATUM (!GLD). BORING NO. BJ-7 84-1 84-2 84-3 84-4 84-10 NOOF OFTER-411NATION$ 4 I I I 2 I ROCK CORE RECOVERY RANGE AV£ 98-IOJ 100 58 58 64 64 54 54 57-100 785 74 74 I 2. FOR LOCATION OF PROFILE, SEE FIG. IV-I (l)ROO-ROCK WAL/TY DESIGNATION

3. ORGANIC DEPOSIT EXCAVATED BENEATH DIK[ 8£FOR£ PLACEMENT AND COMPACTION OF DIKE FILL. GENERALIZED GEOLOGIC PROFILE 3-3 ROD 11 I RANG£ AVE 54-52 7/ 0 0 10 10 6 6 0-20 10 0 0 IN _ _.*: FIGURE 2C.lf-8 REVISION 0 JULY 1982 .....

N10500 s tU , ( CONTAINMENT N/0400 45

  • 49 * *"* *s1 N/0200 s*'** .1 *' SOUTH AUX AREA c;:) (;) () ..... NI /, 0 tU tU WMAI 68-192 sa.J-4 NORTH AUX
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  • 83-1.J 10
  • 42
  • Z.J * *
  • c;:) s --*--*--.,_, .ss .40 67 * *1 *-*--, I . 39* I JB I * *
  • 8.J-11 9 z7. I 59 89 .. 28 * ' II 60 12 * *
  • 8.J-5 $4 s 22 71 * * * * § lij .... NOTES: 41 I.FOR LOCATION OF B£0 OCK V£RIFICArlON PRO * *" 69 * *--70
  • 21
  • l":J
  • BORINGS ANO ROCK: P 2.BORINGS TERMINATE EXCEPT BS-1' WHICH PROBES TERMINATE A *'7 83-3 29 30 *
  • TURBINE AND OFFICE v I 13
  • 1'5
  • 8.J*I
  • 1"9 LEGEND 76
  • 20 * ,,. .
  • OBES IN STATION AREA £TWEEN EL 540 ANO EL RM/NAT ES AT EL 380. APPROX EL 525 . * JI * ,,,
  • 11
  • II
  • J2 J4
  • 61'
  • 66 ---LIMITS OF ROCK £XCAVATI01V

-*-BUILDING LINE S 81" 3 LOCATION OF BORING I-,

  • 1 8 LOCATION OF ROCK PROBE 18 PRE-CONSTRUCT/ON NX-BORINGS ANO ROCK PROBES IN THE STATION AREA NI0500 82-J s RAM EE FIG.,. 85 ,, 15 * .a7 62 *16 *'7 .............

_____ ... FIGURE 2C.5-1 t . N-1 84

  • INTAKE AREA NIO 00 85 83-7 M 2 0 86 REVISION 0 JULY 1982 **'.

2 c 8 a: ct. c z ... 0 a: s i u ;;; a: w > VCRl,ICATION ANO RIMIOIAL TRUTMENT PROC!OURU MAMNG IO ltOCIC P"Oll: GlOPHYSICAt. SURV!YS (V 11 ,R,G MfASURlMENTSJ SOLUTION ACTIVITY ENCOIJNT!RIO SIGNl,ICANT SOLUTION ACTIVITY NOT INCOIJNTUIED COW\.ll'tD ANOMALIES NOT ENCOUNTDtED l ANOMALIES ENCOUNTERED Ill REPEAT GEOPMYSICAL SURV!Y £ARON£0US SUAVlY ..._ _ __. NO 4NOMALllS lNC:OUNTERlD 100TING i'OUNDATION (7') AOCIC PR081 TO DEPTH EOUAL. T'WICl FOOTING WIDTH (I) '9LL PllOH HOLi WITH GROUT (II) NO SIGNIFICANT SOLUTION ACTIVITY INDICATED ANOMALIES CONFIAMEO .__ ____ _ IOIOPl.OA! "!ln'ICAL Ate> HORIZONTAL EXTENT DEirlN! LOCATION (12) SIGNIF*C" ANT SOLUTION ACTIVITY ENCOUNTERID AT DEPTH S2MHO OR 3 MWF TREAT IN AC:C:OAOANCE WITM SECT ve. ANO v.o O' GQAM RlMIDIAL TRUTMINT COMPLITED v 11 Seilllltc vt1oc1t1 111eo1ur1-t1 It ...... , .. ,,, * ..,...,. G Gt°'"', 11UrwfYt (13) SIGNIFICANT SOl.UTIOt.I ACTIVITY ENCOUNTERED AT O!PTM> 2 lllMO Olt>'!MWF FILL CAVITY OR l'ISSUR! WITH GROUT lt!MIOIAL TR!ATMINT ANO VERll"ICATION PROCIOUl'l COW\.ET!O .... MHO Ma111111111 llcwiu11t* dillt*ticll'I of tatlllfico11t co.nr, ---.... *"\' MARGtNf\L QUALi rY aocuMENT I BEST COPY AVAILABLE j MWF Mea111111111

    • dtll of lilflillcollt lit-I I Z l Rotert IO nulNtw ia ., ... ,. .... ill sectioll 3 4 '"teat of GQAM FLOW CHART FOR VERIFICATION ANO REMEDIAL TREATMENT PROGRAMS WMA/ 68-192 FIGURE 2c.s-2 REVISION 0 JULY 1982

§ N/0500 lij N/0400 N/0300 NI0200 NIOIOO WMA/68-192 CONTAINMENT AREA 2 .; SOUTH Al/K 4REA 87-1 " 87-14 " N/0500 87*2 ::ii. 87-29 t-----0 NOTES I. FOR LOCATION OF PRECONSTRiJCTION BORINGS AND ROCK PROBES IN STATION AREA, SEE fig. l 2. ALL BORINGS TERMINATE AT APPROX EL 47"0,EXCEPT Bl'-30. B7-34, 87 48 AND 87-51, THESE BORINGS TERMINATE AT APPROX EL 390. 3. SEE FIGS. 8,9 AND 10 FOR SECTIONS 1-1, 2-2 AND 3-3, RESPECTIVELY. 87-26 " LEGEND ---LIMITS OF ROCK EXCAVA.T/ON -*-*-8iJIL.DING LINE 81-1 87-18 0 2 87*4T ,__ _ _.0...,. INTAKE 0 25 AREA N!re<JO N/0200 I I I 50 I I ----SCALE, fl l -N* I . -0 LOCATION OF VERTICAL SORIN(; 7-f 87*12 i---0 LOCATION OF ANGLE BORING 7-12 RPF-1+ LOCATION OF FOUNDATION GRADE ROCK PROBE RP-I \: !i."- ':f..\. ;_ l' :, . \ ' ' BEDROCK VERIF(CATION NX-BORINGS ANO ROCK PROBES IN THE STATION AREA \ -.... *.. ., . FIGURE 2C. 5-3 REVISION 0 JULY 1982 **'-*

  • OAJt HA/ffl()ll, OMIO RUN NO ll*Alr am.L ftMI NH C.I Fr. PLOTTED I £uv' DEPTH llOClt DESCRIPTION itrft'Ov * !AClf {ftl flt) llODf'U ,!! "*--*** -*--.. . Ool-it! -,.,..i .... llllrd to hard. '* . "" 9ray lmOwft, 1 .. 1aat ... to '""' -Ciiia ii.ctd9cl., acca*iOl'lal a11hy* .. . drlte laalaae el SJO. .. **9'\ . lllftl r-. . . --. t .... . . 47'7, 10-'"'"' . . . --. . -. 11-. .. -"* -11*"--(flit.) -_.ua_ -Shale
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  • o: tStC.I $(} T: 100 ' I I I ' I -I ,_ --II -"' ... **

MARGINAL QUAUrt DOGUMENT l: I nr=sr COPY :..v.;1LM3LE L-** ----FI GUR£-2c:S-4 REVISION 0 JULY 1982 fJMS-8£SS£ Nl.ICl.£AR POWER $TAT/ON I/NIT NO. I . curl' RUN NO.I ll*AIE at/Ll. T1ME /lfH t.U fr PLOTTED ,l DEPTH llOClt DE'St:lllPTION " £ACH 1].j F'T: * ( uc.J ,,,, (fl.) ROON 0 2j '° 100 .,._ I -"' __... I -(41*> - II"" I I . I !!!!AS -Medi.* hard, dull 9ray, . ,_ : ' l,.....t£L_ 40 --<<, I *-i . lMillatH "' I I I , .... . (.u'4.> I -. ! -' : ,.... . I . : . " : . . I ' l . ao1 .. 151 -M*U.* !lard to hard, -s-I U£L. . tray, l*inned I . ... "" I . . ... , : I -I I cMU ' I I I -' . . I 40-... -Doloiaite and Anhxdrit* -Inter--I L..dL ,. . . l:ledded, *edl.* ll*rd to hard, ' 1\.1 I -I -Dlue 9ray to Drown, l*l.nned ' -to ...s1... b9cld*d ----!-sr-,, . ... , . ,,. .. . --------I -**--ir., -..... .....flll.... --<If -------u-, .. -,_ -r.. l...uL -'"' --, ..... -----,, /llOFrS: ---------**-**-****

    • -** -.. -. --__ ,,_, llJILl'ATIO/ltl lttTllMNt:lll ro l#TllllMf'IOllllL f/lllM' ,,,,,,$ OATf.111 {If/LOI MARGIN/\l QU.:\Urt r;:_:J.L ...

D£s1G11 8011111(1 LCfl-80111"6 NO. 8£AIHN8 N+',::w OllJINTATICN 20* WAW 68-192 *. *':I ' .. I BEST COPY µ ._,. -*" *: \ !.------,:---**-* "' *--*----FIGURE 2C. 5-5 REVlSION 0 JULY 1982 DMS-BESSE NUCLEAll /llOWER STAT'l()N UNIT NO. I .-11Uft N4.I_ 11-Jllr at/LL TIME l'C.'I 0.1 Fr. PL(JTTED I MX:lr DISt:mPrtON il'R'Olf -EACH O.S '1. -tSEC.J 1CO (ft/ ,,,, lfOOf"J 0 ,0 nJ J. '2!I -""' . ""' Dela.it* and -Inter-'°"" µzr_ ,..,., bedded. INlliia hard IO ltal'd, -. blua 9ray ao brawn, 1*1nac:a4 co llh.t.n becl4H . .,._ ... . .. . IOO'll . u-..r_ -1M'&) I I -. . ---" I . I I . ! I ' . . --If .. -100, . (/'1,0 ,.._ ' ; . . -. "" I -I -µ.u:_ . . . " . . .. ..,_ -"* . -. .. --(4U> --µa_ ---' -I ---I -------I --,,._ R4 -* -, .. , -111111) ----:....-..... -I - ' -* __ ...,... __ _ NO'lf:S* (IJILllArfOMI 11Ul6'Nt:IO 1'0 _,,,, LlllUS OATV/11 fllC.01 DESlflN 60,.l"fl LOG-80111/W; NC. 4.2..;:,J.J..{.c-'r) Mlll#lllS N' 9'£ << O/llOtTATIOM 1.,? * \ MARGINf\l QU::.L;"T: t BESi CC'Y

-WMA/ 68-192 ___ _..,.._FIGLiRE'-2C".

s:s* REVISION 0 JULY 1982 DAIS-BESS£ P()Mt£11 $.,.A170N UNIT NO. I C:.EltI RUN "°ii lf*AI£ aNLL "'"' / i*11 a1 Fr. 1-'l vr rco IJCPrH HOCK DESCHll'TION !Mrov " EAC:H d.$ ,, I 5Et:) {/fl flt/ llOO f7U 0 2$ 50 15 tG'O -____ , __ -. Dolomi.t*

  • Ill! IUl!rJdrit*
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oJ ) FIGURE ZC.5-7 REVISION 0 JULY 1982 DAlllS*8£SS£ NUCLEAll Pf)WEll STArTON I/NIT NO. I OAlt HMl/IOll, OHIO 1'1/N ,yo;l ll*AIE t
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-..... , .... , .. + OAK HAR/JOH* OHIO --. . . -. - --"' FIGURE 2C. 5-21 REVISION 0 JULY 1982 .... '* ( l-ff0U*C ,,_,., UMMll .toltlTI '16* ,,_..,,.,. .,..,. , ... , .,.. ... ., ,///JIMfS uu ,....,,,. ",,.,,, ...... ...,. ,.,,. ..... .,, ,, ..-. * .,,,. ... ic.,. , ......... ...-...: WMAI 68-192 -flf" .. ,.. ,,.. ....., Au* * "°" ... ,,.,,, a..r.ecr. /IA.Ne flt/ti ...-wu.. i

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  1. G6C,_, a' -ti ... 1*11 ..... , .. (!) IAIJlillU..N*.&4,..'-"llWtdOtflllll#OOIO

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  • IUA rrltCllC 01'$ AH/IOI 1* flW. #. '""' LOCAllON 0, llC'llllllll!l "1NITS. Sir c<<AT1INI $/fC 0# ,,,,, TlllU4'-* INSTMN:I IN'CC" *lA$UtfUA$

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  • 4.1. '"°" llElllllllCr H111/T A & llt/&MIM'll$1111UICLCS llCFC# 1D llOUlllCT MSllNATl01' ,
  • <<* 1/#ITS 6 .@.0* .. o(!).o<< ,,,,, -*-* ""'"""""S 1'.r'1lr UllllTS t:llltSIST O" AlllO 111$COllT/llflOfJ$

$MILi U/JS AWUT #"$1:111911> AS 'dc.tO-S llCOlflll lfAll&I tO llA/ltl, flll"'1$lt 10/11111 l#CUlllOlt$* '"Sllll LMlllllAC Oii AM'Ttl&TS 1nw:.ALLr i.rss FPIAlllOOlllt Tl<<lt. I.JO uo llO llO ,. llO ,,. JMJ :no NO -410 ---IOO GEOLOGIC SECTIONS CONTAINMENT ANO AUXILIARY BUILDING EXCAVATION WALLS OAVIS-BESSE !VI/CLEAR "'0WER STATION OAK HARBOR, OHIO ,,,. , 0

  • FIGURE 2C.5-23 REVISION O JULY 1982

( ---11#0 -l'IO llCT(RLlllC( POlllT I ---------uo ,,. DISTANCE IN F'££T ae!I *---ll/IM ..

    • ,,,._,_M

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  • INltAl!tlCI IN ffl'T llCAIUlllCO Ill tl!W'-4£ OtSr*llCC 111.0IW /IWCPl.IT
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  • f , . I *' .t: WMAI 68-192 FIGURE 2C.5-24 REVISION 0 JULY 1982 .. **

0 10 10 ( 0 IO !JO WMAI 68-192 40 1rtrc11C1t1CI I *o IHSTANCE *o INFECT IC"CSW mrr 'n9'1W' J'<rsr 10 '° 10 o, ,E

  • l e-,. .... 1&41alllll

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  • OCS011*T10ft' O' llOC<< "" G lS Tl'l$1111tt CO#.JtSr:s 01 SMALi 1'C l/llSCOllt1111q:JvS SMALi NDJ MC IS llllt:ll,.,.

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  • If""* MOTTLED, INSMMlllllATE&

,111tE llltC.dtOllS. Otll CONT.ten *rlJttAUr LI JS 1111oCAo OOIJ h 1ttlCI 7 t'Tl,,ICAL Jt;11ttJ, TMCAU,. IM*;.Ult TD O;tCJtJ It, *WSUll LtCO lhAtil>NA4 ,/()111111, r IM!llLll//tl &AS'&M,tr ..rl.* Olt 'C$S rlllAW GEOLOGIC SECTIONS INTAKE ANO CIRCULATING WATER DUCT EXCAVATION WALLS ()AVIS-BESSE NUCLEAR P'.JWER STATION OIJK HARBOR, OHIO "' 0 10 *-. FIGURE 2C.5-25 REVISION 0 ,IUL '{ l 982 **'* WMAI 68-1.92 NOTES: I. RP-27 REFERS TO PRECONSTRUCTION ROCK PROBE NUMBER 27. {N/0375, £10224) 2 APPROX/MAT£ LIMITS OF AREA INCLUOEO IN TH£ PHOTOGRAPH INDICATED AS CROSS HATCHED AREA IN THE PHOTOGRAPH REFERENCE SKETCH. 3. SIMILAR PHOTOGRAPHS TAKEN OF*(A)BEOROCK SURFACE AT EL 560*, (BJEXCAVATED BEDROCK SURFACES !NTH£ MAT PORTION OF THE AUXILIARY BUILDING AND THE INTAKE AREAS ANO (C) VERTICAL EXCAVATION WALLS IN ALL EXCAVATIONS MORE THAN 5f1 DEEP(PIER EXCAVATIONS NOT PHOTOGRAPHED). APPROX LIMITS OF TOE OF SLOPE IN '----+---STATION AREA PHOTOGRAPH REFERENCE SKETCH TYPICAL ROCK SURFACE PHOTOGRAPH-TAKEN AT RP-27 IN THE NORTH AUXILIARY BU/LO/NG AREA-El *.** . ., FIGURE 2C.5-26 REVISION 0 JULY 1982 ...... ROCK DESCRIPTION BORING 87-27 DOLOMITE, MEDllJM HARD, GRAY ro 81/FF, LAMINA7ED DOLOMITE, HARD, GRAY, MASSIVE /:' MEOllJM HARD DOLOMITE: MEDIUM HARD ro HARO, GRAY ROCK DESCRIPTION SORING 87*49 00LOM17E, MEDIUM HARD, BROWN TO 81/FF, LAMINATED DOLOMITE, HARD, LIGHT GRAY, MASSIVE SHAl HARD OOLOMI TE MEDIUM HARD, l n 11 ru HARO DOLOMITf, HARD TO \MEDIUM HARO. LAMINATED. NQTfS.-ELEV ,, (J S60 SS$ El.EV ,, () 560 sso 545 DRILL TIME PER O.S If IN SECONDS 10 20 .JO 40 SO 60 70 .---I .,,; ) ( -AIR ............. )/ ..... ' ,--\ '-.. -,/ ..... ........ I NX CORIA G-:;::i> ' ---> -< {" / ) I ' .. DRILL TIME PER O.S fl IN SECONDS 10 20 .J0/60 80 100 120 140 160 ...,;_ \ -:.---"" 5 -AIR TRACI. NX COR1/i. G--y ...... ) r--... <... l ( ' \... \.... J ---\ .-i.--I K..... ( --) ( .--<.. 1 ROCK PROSE AT PIER MARK *2 WAS MADE 911 FROM 87*27. 2 ROCK PROBE AT PIER MARK A 0 *10 WAS MADe 1'-S II FROM 87*49 . .J. NO SIGNIFICANT SOl.117/0N ACTIVtrY WAS ENCOtJN TE RED IN £1 THEii SORING. lMARGINAL QUALITY DOCUMENT-lli I BEST COPY AVAILABLE COMPARISON OF AIR TRACK AND NX-COHEDHILZ nMl'"S-.. FIGURE 2C. 5-27 WMAI 68-192 REVISION 0 JULY 1982 BEDROCK S£/SMIC VELOCITY ff/SIC SCAL£:NON£ LOCATION SKETCH WMAI 68-192 fl.,. °' P/2 JO t* -8 6 ,___ ___ ,__ -----Jso -got contour 1,-n, (Conlour 1n11r11a/:0035 T11lli9als: 35pgols) SP-I LINE FOR I \J -STIVITY AfEASUREMENTS \ I* . ...-,.. . .,. ... TYPICAL RAYPAT -SEISMIC ">( 0R0Aos10£ s70T j ----------L+--- ---t-----+-- l a 1 1 Q a a °' °' °' I °' °' °' <: <: < <: <:: I LOCATION PL AN ANO RESULTS qF GRAVITY SURVEY MEASUREMENTS LEGE NO EXPLORATION BEDROCK VERIFICATION Q APPARENT RESISTIVITY MEASUREMENT LOCATION. GEOPHONE LOCATIONANONUMBER. SP* lo SEISMIC SHOT POINT LOCATION ANO NUMBER. GRAVITY MEASUREMENT LOCATION EP-le EXPLORATION PROBE LOCATIOll ANO NUMBER. £-XPLORATION COMPLETED DURING PRECONSTRl/CT/ON SUBSURFACE INVEST/GA TION I I I 21---+---+------rl--i---.i.--.+-- .... -****------------,-----*- -_ ___.,____ _ _, __ 2 82-80 BORING LOCATiON ANO NUMBER. OP-I(!) OR/LL PROBE LOCATION ANO I I I I NUMBER. _ __ __,._ ___ /.5{) _ _.__ __ ST AT/ON ALONG R£SJS Tl 7 Y TRAVERSE LINE, fl *----................ --';**-*.- RESULTS OF RESISTIVITY MEASUREMENTS

  • ,. RESULTS OF GEOPHYSICAL CALIBRATION MEASUREMENTS MADE IN TH£ SURFACE DEPRESSION AREA FIGURE 2C.5-28 REVISION 0 JULY 1982 ,,**

WM41 68-192 § N/0500 lij . ....... 10.00() N/0300 RS*2 _......_.._ ...... _._*--* NORTH AIJX AR A I fFt9 *1555 tJ . fMol el 28 al cenler of con/ nm*nl artJa) ----i..--------* S(){JTH Al/X AREA (Mal *I RS-I (.) c;) NI0500 NOTE: l -o LINE AT 9,000 fl/sec 4TES CRITERIA FOR SEL TION OF ANOMALOUS SEIS 'IC VELOCITY VALVES. LEGE NO RECORDING STA. SHOT POINT N10400 e RS*5 RS*4 RS"t SEISMIC VELOCITY VECTOR ME ASllH£0 AT STATION I I ,,;11 I' -LIMITS OF ROCK EXCAVArJON i

.;;_.
::.* . -*-81.JILOING LINE ,.5000-....REPRESENTS VELOCITY OF SEISMIC VELOCITIES MEASURED AT ELEVATION 490 FIGURE 2C. 5-29 REVISION 0 JULY 1982 ' ' ..

'414168-192 N/0500 9,000 ,_ -'-lb.?foo NI0/00 RS*2 . fMal *I of eonl NORTH NJX AR A (Ftg *15551) SOUTH AUX AR£A (Mal *I HO!} --*--*--* RS*/ 15,000 iU N/0500 t -N J t!Qll:: DASHED INE AT 9,000 ff/s.c /NO/CAT. -s CRITERIA FOR TION OF NOMALOUS SEISMIC VELOCI VALUES. LEGEND e RECORDING STA. e SHOT POINT N/0400 e RS*$ SEISMIC VELOCffY VECTOR MEASVREO AT RECOR/NG STATION I LIMITS OF ROCK EXCAVATION BUILDING LINE' :,: \> . ,.\: ,,5000, REPR£S£NTS VELOCITY OF 5000 fl/s*t .. ', SEISMIC VELOCITIES MEASURED AT ELEVATION 520 . FIGURE 2C.5-30 REVISION 0 JULY 1982 .. .. ... "'.. ; .. WMAI 68-192 N/0500 &:; RS*2 I NORTH A/J.'I( (F11 *' 5551) RS*J *1* I I .!XJl/TH AUX AREA (Mal *I 640!) RS*/ ---*......--*-. L.

  • SP*4 ANO OFFICE AREA N N/0500 N/0400 e NOTES: RS*5 I. SHOT FROM SP-I 0 SJ>-6 WAS MADE AT
  • t------. £1.:EVArtON 541. 2. OASHEO LINE AT 000 fl/sec /NO/CATES CRITERIA FOR s ECrtON or ANOMALOUS SEISMIC VELOCIT' VALUES. LEGEND e RECORDING STA. INTAKE RS*-1 AREA (Fig *1543!) AllOJOO
  • SP*5 N/0200 :,_

VECTOR MCA SUR£0 STATION I LIMITS OF ROCK EXCAVATION -*-BUILDING LINE ... $000, REPRESENTS VELOCITY OF 5000 fl/s*c SEISMIC VELOCITIES MEASURED AT ELEVATION 535 FIGURE 2C.5-31 REVISION 0 JULY 1982 .. ' .. I "MAI 68-192 N/0500 Gi N/0400 N/0200

  • SP*/ CONrA 'MENT ___ (Mal t1I 28 of c11nf11r of cont nm.nt art10) srJl/TH AUX ARCA (Mot *I $40!/ --*--*-* I TURBIM RS*/ SEISMIC VELOCITIES MEASURED AT ELEVATION e A N A NOT£: OASHEO l NE AT 9,000 ft/sec INOIC4TE.

CRITERIA F"ll SELECTIO OF ANOMALOUS SEISMIC ELOCI TY VALUES. ..... \&J LE6£ND RECORDING STA. e SHOT POINT N/0500 N10400 e RS*$ RS-j SEISMIC VELOCffY VECTOR MEASURED AT RECOROIN6 STATION 2 --LIMITS OF ROCK EXCAVAr/ON -* -8UILOIN6 LINE ... sooo, REPRESENTS VELOCITY OF 5000 ff/s.c 550 FIGURE 2C.5-32 REVISION 0 JULY 1982 I 0) Cb I § li "" 0'50---..------.----....-. CALCVLATEO THEORETICAL RELATlllE 8011611£11 fJRAVITY (GI ..--:to. "b =-; hl l i::i:lol'o f I 8 I

  • I I U G f} MAX PROBABJI £/IROR JN 1tEt.tr1v£

/IOlltJUER GRAVITY tl::S _ _ _ REAOIN6(1QOIOMILLl6ALS) ...... i::: o.soo* , , , , , . . . . I I J 1

  • 1 l I j I NIO,<IU NI0,"611 NI0,486 ED.. £10,tl . £.,.1.JS MEASURED RELATIVE 80U6UER GRAVITY (eJ SGO 4W !M N IW 0 1£ 2£ .1£ 'f£.. l.!I NOii TO I VERT SLOl'E ro EL U01 :::! . . . . ... =s ...........

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1 --

l tie/JEllAL Ll"OVT t>>TAINCD ,_ IFCHTE"L -M2 C*9, IMTC& *n* 10 I. awrar.or.s OF SINL SLD#'a APl'RtM £1. "° DETCllllftCOFllOll llCPf1Ct ONIW1Nfi "'2C**0tl!"DH:Jo,>ll rt:l"OGRAl'HIC Cf1NTQBS OF Cxr;AMTCll l/CDllDCIC Sl/tlFM:t"S DETC--0 IT ()PTICAI. SU/lllCY llCASURCllEl/TS llADE 'fJll (;llAlllT'T SUIWrT llEASURllOrTS J. llCFCllCNCCO l'P llf1£RNATIO/r.IL QICAT /.AKCS OAnMI llGl.Dt STATKJN ARfA TQOOGRAPHIC MAP PREPARED TO MAKE TOPOGRAPHIC CORRECTlONS FOR GRAVITY SURVEY DAVTS-8E$S£ NUCLEAR POWER STATION HAR80R, OHIO _,,, ** e *IOS:* Et! E"1 1 t.-; .. ':' .. * * , . ..-. *. . : . . } "*'""!----**- --.. -. FIGURE 2C. 5-35 REVISION O JULY 1982 ( WMAI 68-192 I .. ... I 1--------+- -! I I ' '*

    • 0 ' , ..

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  • OHIO .. ...... ,. . .._.......

_____ ........-:3 .... c.* FIGURE 2C.5-36 REVISION 0 JULY 1982 ..... .... _ I f .. ..... ,"'fl * ' }.---------t--: . ' * ' 'o , . I , / @-----;,/ ,/ .. . , I ©-Ii n-, ,;o I IJ I ,jo I A'!CA'9"'* 11 1 I.Jilt ' I ll*O --llllFaflJC* A*Cf I " .. , ... r. 14.JO ,. II I 0 ,, 41 ... Ill II .J l*10 71 * **-u El I , .. ,_ !!: :: ... ,,. . iDCI ...,.r ' ... l'I I IHI# ,,.....,._ WMAI 68-192

  • LEGEND I * .. -N-I I,. .. -f Oi'SP*.,&
  • '°"" ...,., * ._ ,..,,. l**'t ...

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  • UllMAt ,.. ,.,,.,

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  • 411. 1£19,_. tlPI* ro r#fl

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  • .r-"

,,, .CS".:.111 .. ,.. ,.,, + ,_,,r.., ., ,.. lflllll.., "'"" .. ,,,... EOUl-RESISTIVITY CONTOUR MAP OBTAINEO WITH A 20fl ELECTROOE SPAC//t,f; /J4V/S-BESS£ NUCl.EAR l'OtfER srArlON .......,....,., ......... ,,.,.,.., llD.tE'"°* °' tllllfrJ .DMC" ,.. ... ' l<<Antl*" .,.,,.,,, CMllCSll///9,.,,. ,,,,,,,., .... ., ftlllliOjl** """' .... * ,_,, ... .. ,,,....,.....,,,,,,.,. Q4K HARBOll, OHIO . . -. . . --- --.... FIGURE 2C.5-37 REVISION 0 JULY 1982 5 .. I ., .. pocr**rct I ***O M/JCJI. ... <<I 11

  • l*jtl II I 15*1 14# a<<* -'illll *I II .ll"lill *Z-Pt#Jl'-

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    • '1411'EW*f'#

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  • _.

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  • .,..,, ... ,.. ., ,..nc. .._ '""* ... ....... oMr.llfMI,,,.,.,., """"""'*'M..U

.... l'M . ... .... ,,,,,,,, ... ,.,., @ .-.... .... --* ., U..'1">*4' ,... ... __ -,,,. + .. ., _,,. .tQnaS Id:,...,_._ -.,...,_, (l/#111.M"""r*.-. ' dCl"IM'., HMP,_* ...... I""",.,_ .,,,., _.,.. .. I*# ... * "*-"' ,,...,,.,. EOUIRESISTIVITY CONTOllR MAP OBTA/'EO WlTH A 40fl £L£Cffl()[)£ $PAC/AG DIMS-8£SSE Nf.ICLFAR f'OttCR STATION Q4K HARB<Xt, OHIO --. . . . . . . FIGURE 2C. 5-38 REVISION 0 JULY 1982


110 -110 -" f I# .: HO --WMAI 68-192 ,,.,,111#"1""'11

  • lltf*t fl£$1$*

11<*""'1&J'*"'IJCIC .. .,,,.,,,,, ""&' __ ,,,,,.,. Msr<*AIQAlfl*rc. .. 111 rtfE#Cll <ICAlfAllOlll .... **--** -*--*-... $01& \ .. *1---__, j =*I------J;#'l---H-1: 1:.,_ ___ _ ,,,._ ___ _ **'SIN ltMll """*' 1us11- ..

    • ,,,,,,,. ll'JTI* -*-* -------

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  • ,.1111 .,Sii .. 11t"l'!P /lt/ID*lt'S 14.'4.UllllC(l>

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  • oe;1

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  • 11t1C1111*

rlWOI ,,..!$ °' t.f/llTA/llNIClt'P A/1111 Al/#11..IM,, aw,.,,,, E.l<MM'-UIAI- -'"' -IJJIUtl 0 ltl'fd11t>.1t ""'-Uf' Qlrllllltlil

  • 11#
  • 10 ,, llfltST1,,.,lt Mllicl

.,,,,,

  • PK""' 'L uo HO "" " t .. .... ! ....,1: -" :S*cr10111 LINC LOCAr19111 SKErt:N t ** *,, _:\i. RES!ST/V/TY PROFILES ALOl'\it'.1 TWO SECTION LINES IN TH£ STATION AREA OAVIS-8£SS£ NI/CLEAR POWER STATION 04K HARBOR, OHIO c!!pfl1llEA1ll Wlt11CM,,lt l/0#1IMTA4, 0 lt bt-dLLA MH1"""'r HAIU MlllllO/ll/TAI,,,

FIGURE 2C. 5-39 REVISION 0 JULY 1982 WMAI 68-192 4000 _4 , I .. * ---100:, 0 ,

  • I .. ll * * .j AVE'RAG -... ----,_ ' . ** R .ON* Sire '
  • Ill * -4 VALUE $ IO 1$ Ma AUG ill ... * -* '31JULY 1970 970} rHRIJ 20NOVI $ IO 1$ 202$ S ID 1$202$ $ 101$202$ SEPr OCT NOV DATE (JS1'01 LEGEND
  • ON-SITE LADORArOHY CONOUCrtvlTY DETERMINATION A OFF'-SITE LABORATORY CONOUCnVITY DETERMINATION GROUNDWATER CONDUCTIVITY VERSUS TIME 1970 TO 20 NOV 1970) FIGURE 2C.5-40 REVISION 0 JULY 1982 I\) Q t:j ...... ...... (/) ...... ""1 (Q "" C) c::> c::> h. " ...... ...... -(Q '-..,, G"> ""1 ...... :;o c: c,.,, ::0 r<ITI -<-N Vl n _, ...... l.O 0 U1 OJ :Z I N .&>!

2000 1900 1800 ,... ' "' i 1700 (:l 1600 i::: "'{ 1500 ll {..) 1400 1'00 ti) 1200 1100 *1 , .. -: :* "t 'r * ... *-* * .. ' . l . *; ... ; . -t .... I.

  • It-I* -* ,... . ** * *t * (J) . le * ... -* ---.... -* .. AVERAGE le *
  • 0 BEFORE
  • IA --,_ ---. I() ---* 4 * * * '* * * , * * * * .. ,_ ..__ -e '---**--------* (/) --* --(I)* *-,_ *---------'--'--*--' -**1
  • I ! _fl) * * .. -+ * *----1--* ,_ '--0 I I S 10 15 2025 5 10 15 2025 5 10 15 2025 $ 10 JIJL'f Al/6 SEPT OCT DATE (1970) LEGEND e -ON-SJrE LABORATORY SULFATE DETERMINATION*OIJRING CONSTRUCTION.

£ -OFF-SITE LABORATORY SULFATE OETERMINATION-DllRJNG CONSTRUCTION.

  • -OFF-SITE LABORATORY SULFATE DETERMINAT/ON-8£FOR£ CONSTRUCTION ( )'-NUMBER IN PARENTHESES INDICATES THE NUMBER OF TESTS WITH SAME SULFATE CONCENTRATION.

I 5 IO 15 Z025 NOV . 1970 'RU 1970) ......... --------------------. -* - ( 800 .... " 600 800 " 600 l..J' i...: 400 200 C5 0 WMAI 68-192 JANUARY F£8RUARY 5 10 15 i?O 25 5 10 IS ?;:J 25 I I I ' \ '\ '\. --MARCH APRIL MAY .JUN£ JULY 5 10 15 ?0 ?5 5 10 /<; 20 25 -5 10 15 ?::> ?5 -; 10 15 ?O ZS 5 10 15 20Z5 I

  • i I ! I I . I I \ , ... AUGUST 5 10 15 20 ?5 l I : SEPTEMBER 5 10 15 20 25 I : ! I I I ' OCTOBER s 10 15 25 -l I i I I I ! I I i I I i ' I I I _, \ .... 1 ,\ J'lv ,"\... ...... ,

""""v .. y . -J l\o.-' .. nr y ............. . " ' v --_/ YEAR-1970 I I I I i I I i i ! l : ! . ! I I t I j i I ; I I I I I l ! I l I i I ! ----! ' i I f I -v " ! ./ .--i "r-.... -! : ! ...,...... I I / / ! I : i I I / I I l I I I ! I I YEAR-1971 v \ .... _... ......... " ----..... ----* YEAR-1972 MEASURED DEWATER/NG SYSTEM DISCHARGE RATE VERSUS TIME (6 JUNE 1970 TO I AUGUST 1972) I ! ! ' I ; . I I I I I ; I I I i I I . * -NOVEMBER 5 10 15 ?025 I I I I I ' I

  • I i I i ! I I ' I l . ' ! DECEMBER 5 10 15 20 25 I I I I I l ! I I ' I ! l l ' -. ' ' I ' 1 I ; \ l I ' i I I I I l I i :.-,.......-, I i j i ! I FIGURE 2C. 5-42 REVISION 0 JULY 1982 I
  • I i I ! i . ..

I ..... ; co I\) ..,, ...... G"J c:: c.... :xi :xi c:,.., l'T1 r-< -<-N VI n __, ....... t.J:>O l.1l OlZ I N +a 0 C,.J b! R. FENCE* " I --++-----------. e t: ..... " R r-.. "l ,,_,. ***:** 'lllliii;; . ' .:_; ,. 1:ri. ... G l SWITCH YARD *-**---*** 0 500 ,_._._._._, SCALE, fl -'i N9.500 ! II I LEGEND l]l APPROX LIMITS OF INTAKE CLASS I DIKE AS CONSTRUCTED ON NOV, 1970. e LOCATION OF VANE SHEAR TESr !ifJI.*'GENERAL LAYOUT OBTAINED FROM BECHTEL CO OWG NO. C*38, REV 4 1 DATED 22 SEPT 1910, * ( 30 0 30 a 15 10 5 :.;::: 0 I 30 TILL 0£PO $IT (24) GLAC 'IOLAl VSTR NED. ;:POS1 T (26l Water 1 on tent "'ange 1 k]r som 'rJ/es ob "oined in ol/ ,S i/e /Jor. ow are Water. on tent ange '4 r somJ. 'e4obf( ined '\ '\ inollsi /Jorr1 'W area s7 ""' 0 0 I f/ Water onten; his to-gram f. Dr som, Pies f,obloim din f/J, 1o canal v area r-, Waler his tog. am for sampli s obtain, canal 'rlorrow "rJrea v n ./ ri._, r l, I 0 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 WATER CONTENT, PERCENT WATER CONTENT, PERCENT BORROW AREA WATER CONTENT RESULTS 30 TILL OEP1 r;JS/T (97} GLAi "/OLA tUSTI L (I* 'r4) ..... -.... Water, on ten/ lo gr I'm for SOI o 'OlaineG in I/le COJ a/dike fil/;7 Waler ,con/en histos tram for samples o 'tJtaineo in lI ._ the ca. fill-r---..... r v v -1,:tj lI"" v i' n 0 f1-, ., 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 WATER CONTENT, PERCENT WATER CONTENT, PERCENT INS/TU CLASS I DIKE Fill WATER CONTENT RESULTS WATER CONTENT TEST RESULT HISTOGRAM-INTAKE CANAL CLASS l DIKES (26 AUGUST 1970 Tf/ROUGH 6 OCTOBER 1970) WMAI 68-192 NUMBER IN ( ) INDICATES THE NUMBER OF WATER CONTENT SAMPLES TAKEN IN THE INTAKE BORROW AREA OR FROM THE CLASS I 011<£ Fill FOR EACH DIKE FIGURE 2C.5-44 REVISION 0 JULY 1982 I ; iO I\) p a .... '"'( ,... b; ..... .... Ci) c... :;11:1 c:: :;o C:: ITI r-< ...... -< .... Vl N ........... n t.00 . 00 :z O'I N I 0 .** ,._.:ii,*..-.. .. **:;,-... * .. J ; '1 : i ! : .... , ....... i .. t ,_ FENCE-() (:)I ") SWITCH YAR{J 0 j

  • j W4'E DIKE t I t j 500 SCALE, fl CLASS I CANAL DIKE *10UTH PORTION WAVE 1ROT£CT/ON DIKE N9.500 LEGEND f:I APPROX LIMITS OF CLASS I DIKE e LOCATION OF VANE SHEAR TEST NJ!II:GENCRAL LAYOUT OBTAINED FROll8£CHTEL CO DWGNO.C*.J*

REV4, DATED 22 SEPT 19TO AND DWG NO. REV 0, DATED 26 JULY 1972 1-1...L..1 640 630 620 :z 8 610 <( > ::: 600 w NOTE: 0-DIKE SEISMIC CONDITION BOWSER-MORNER REPORT SOIL TEST DATA SL OPE 2. SH : I V CNOMINALl EL.576' 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 FEET SOIL STABILITY ANALYSIS OF THE CLASS I INTAKE FOREBAY CANAL DIKES FOR THE EXTENDED DURATION <AS-BUILT OR CURRENT! CONDITION FOR MAXIMUM POSSIBLE EARTHQUAKE IS PERFORMED IN REFERENCE

59. DAVIS-BESSE NUCLEAR POWER STATION TYPICAL PROFILE OF CLASS 1 INTAKE FORBAY CANAL DIKES FIGURE 2C.6-2 REVISION 30 OCTOBER 2014 DB 02-18-14 DFN: G/USAR/UFIG2C62.DGN 1110 JOO IOllAT£ ... u,, sro11A*c TA/I/II 1110, 000 !l!ZaL * ._J c.-J CD/l/TAllllllC/l/T

/IUILO/ltli l llCNCltAL LATOllT OITAl/l/CIJ FltO* llCCHTE1 COJllPANr DRAWi/i/ii ¥0. C-llS, ... llO. I, 110 DATE I. CLC'V .. T/DNS SHOW/1 .. 1/CltCFCllCllCCD ro INTE.ltllATIO/l/AL liRCilT LillCS OilTU*(lll,DI. S. .J_,, ""' RCFCRC/l/CCO TO ""0./CCT CDOltO*'fATC srsrc* 4. r.o.c.11.- Toi'"' cr1sr1111,; ROCK SllRFACC W/tj4/ 68-192 t NOllTH I " j 0 /1/10 000 CL ASS I GllANULA/f STlfUCTUllAL FILL NOlll*CLASS Z (l/IANULAR STlfUt:TUllAL FILL /llON *CLASSI GRAltUL.All GEltEllAL '11..L EXTENT OF CLASS I GRANULAR BACKFILL IN STATION AREA SCCTION a*B S{CTION DjJ E'.:1 :NSJTU SOIL DCl'OSIT 11s1Tu SCORDt:KDCl'OSIT FIGURE 2C. 6-3 REVISION 0 JULY 1982

  • * .. * * * * * * *
  • St * :P. .. .. * * * * * ' TOLEDOjf GAGE/ I I DAVIS-BESSE SITE * * * * * * * * *
  • MARBLEHEAD GAGE .. * * *
  • n .. " " .. St .. .. " n * " .. .. .. JI .. n " " .. n " " * * .. " * * * * * * .. .. * .. * .. * * * * * * " * " .. * ,. * .. * * * .. .. .. .. .. .. UI UI .. * .. .. .. * .. U* .. .. * ... UI .. .. * * .. * * .. UI * * * * * .. "
  • II " " * * * 'UT*l
  • 10,000t i '--.--

s 0 s I) " ' ; j )/';fJ )it[PIUUNTATIV[ 0£,.THS SHCJWt,1 llt f(EJ -* -- i .. .. .. I II C'l COMPUTER PLOT OF LAKE ERIE GEOMETRY & REPRESENTATIVE FIELD DEPTHS I 0 0 I ...

REFERENCE:

9 ----------------------* -FIGURE 20.\-1 REVISION 0 J ULV 198 2 ..,.. Cl '-::;o c c,,, ::;o .-< ,,, -< -en N __ o \D 0. ooz -N I oN I I I * ' I I I I 50 40 -30 ti> -10 0 HOURS DATE ----0 26 -SPEED ---DIRECTION


I I ' b 6 12 18 27 -300 --* WINDS APRIL 26-28 1966 ---ASHTABULA, OHIO 250 COAST GUARD STATION -:i: ---0 z 200 8 (/} w ---....... t! 150 --* ---A ----z 0 H i------8 --u 100 t! -H A ---I I I T I 18 6 12 18 f g 0 TIME

.,, C> c... ::0 c c ,,, ::0 r-<,,, -<-"'N __ c \Do* N I 0W I I I * " I I a -Cl) ... 0 z lll: so *-50 of L&J L&J a.. .

  • en 2: 1: 0 I HOURS 0 OATE26 WINDS APRIL 26-28, 1966 TOLEDO, OHIO COAST GUARD STATION -----11--------* 11--* 11---I I I
  • 12 18 ----I 0 27 --. * -----------* ----. I 12 Ii TIME -SPEED ---DIRECTION

---* . 0 28 -* -----* --io--"""'""":-I . 6 IZ --------io-o-I II ----I 0 29 300 250 .:.._ x a: 0 z l&J ::> 200 a: t-(I) l&J l&J a: C> l&J 150 a z 0 u l&J 100 a 0 10 WINDS ---*i--* NOV. 13-15 1972 --*--60 ASHTABULA I OHIO 300 COAST GUARD STATION ---DIRECT ION -:i: 50 -SPEED ; : 0 z --" .::-*1 --40 200 E-4 Vl (/) -"1 <' :' ' I -{!) .. ,. ,'.I 0 Q w 50 -'*i . w ,...__ i *1. >.'* ( Cle z ;* :; ,. *'ti> 0 .. H ; . '. , . -(--. ---u -i--* -"Tl -100 H C> Q c... '° c: ------c: m ::u -r<m --i--* -<---VlN *-----0 *--*-\D 0. 10 ---ooz--N I *--...... -r '9-----I I 0 . ' . I I ' ' . ' I I I . 0 " ----. HOURS 12 18 0 6 12 18 0 6 12 18 0 6 12

  • DATE 14 15 16 Cl I TIME I I * .

-. -----------* -- r l l. j Cl <-:;:o c: c: rTI :;:o r < m -<-(/) N --o \.0 0. ooz -N I oVl I I I *

  • I I I * (. 70 60 50 a :so w 0.. en 20 10 .----0 HOURS OATEl6 ... ---. 6 WINDS MARCH 16-18 1973 ASHTABULA, OHIO COAST GUARD STATION ----,___ -,_ __ -I I 12 16 I""-* ---DIRECTION -SPEED -'"'-* ,..._ --I 0 17 -----' 6 "'"_ ... -* ---. I 12 18 TIME .. --"9-* --* I 0 18 "9---. 6 ,_ __ ,._ .. -----I 12 -I 18 --* I 0 19 350 300 -250 ::r: E-4 p:: 0 z 300 p:: E-4 (/) M td p:: C> w 150 Q z 0 H 8 u 100 w p:: H Q 50 0

' I I *

  • I I I I CJ) f4 0 60 50 40 30 -20 10 0 ' HOURS 0 DATE 7 -* -l : i *'

J fl'"-' l' I ' , ...... ,, -*-* *-*---* i---i-----' I I 6 12 18 WINDS APRIL 7-10 1973 ASHTABULA, OHIO COAST GUARD STATION ---DIRECTION -SPEED -------... -*----* -----------* -----* ------I I I I I 0 6 12 18 0 B 9 TIME ,_ __


*-* -----I I I I I 6 12 18 0 6 10 ,__. ----I I 12 18 *-1 --* . --I 0 II 300 250 150 z 0 H 100 8 50 0 u f&l ii:: H 0 FIGURE 20.1-6 REVIStON 0 JµLY 1982

  • '.i C. .. ' ' ... ' I I .I I
  • I I -vt .,_JO 0 z :!IC: -0 w zo vt 10 -*o HOURS 0 DATE 7 *-* --* --* .... -' ' I IZ WINDS APRIL 7-10 1973 GIBRALTAR, MICH. DETROIT RIVER LIGHT STATION -l:'S"= ' 18 -*--' 0 8 ---DIRECTION

-SPEED -----------,. __ --,__ ,__ ,._. *--' ' . ' ' 6 IZ 18 0 I 9 TIME -----* -*-* -*-* ..... *--' ' 12 18 *---' 0 IO ..... ___ .. ---I 6 . *-* ' IZ *-* -.... *-.... --I I

  • 0 II -I 2:SO -:i: I-a: 0 z 200 w ::> er I-vt w 150 w a: CJ w 0 -z 0 100 .... u w a: 0 !SO 0 FIGURE 20.1-7 REVISION 0 JULY 1982 576--------------------------------

I I I l , '

  • .........._

.*** ;. .**** MEASURED AT MARBLEHEAD ! \ ---MEASURED AT TOLEDO t------+-----+----+--++---_...


CORRECTED FOR CROSS-LAKE SETUP j \ (AT TOLEDO)

I -*-*CALCULATED FOR TOLEDO I 3. 6 57 4 -i \ I ........ Lt\ Lt\ O'\ -I 57 3 0 ...J "' ; I \ I )f572-7\ I I I :\ \ ' -I I I /_/ I\ : I \/ :-\ \ \ 572...._-+.- ___ I-./ I .,571

  • Bi I ...... \ . ,* ***. .** \ **.. \ , I : *. ** ' ._ I * * ., * * ; : , .. / , ,*"':' _\ 0 I l
  • I \'tl.. = 571 ': !\ * * ' r-* , * '*' *
    • l\ _ -I "
  • ...J *'-' _. ', ** /** : \ ... , *. t ** : ' ,* *** *.... ., \ "'

I ' I \I ! 56: J I I I I I I I I HOURS 24 4 8 12 16 20 24 4 8 12 16 20 24 4 8 12 16 20*24 DATE 26 27 28 TIME SETUP APRIL 26*28 1966 TOLEDO,OHIO FIGURE 20.1-8 REVISION 0 JULY 1982 .............. -U'\ U'\ 0\ 578 577 -576 I c -J I-575 z .... <( > UJ _J LM 573 572 571 l I r-577.8 577. 3-: - WIND CAT.7 .. r*r .... . . . . . .. *c .. 1-. ;' . : ;t I :/ ,. I

  • i,... I I/ I 1) I \ 575. 1......, I f I ! j I J.r-MAX. WIND CAT .6 .!
  • I I .. \ y* . -.. I I . . \ * * *
  • I . . : ... ' . . \ // * *************

MEASU . \\ . . . -----MEASU

  • I; .

l \ RED AT MARBLEHEAD RED AT TOLEDO ATEO FOR TOLEDO -*-*-CALCUL 1** / n ' \ n , ,_/ j ,: 14 --It .* \:. :y "' .. , I .. ,,** r**.f 1\ .. :, ., \ I # '* r /j.*** .,.._. .. ** .... :J , ..... *J .* J 0 1 I ,.. \! I I I I I I I I I HOURS 24 4 8 12 16 20 24 4 8 12 16 20 24 4 8 12 16 20 24 DATE 13 14 15 TIME SETUP NOVEMBER 13* 15 1972 TOLEDO, OHIO F I GU RE .2 D

  • 1 -9 REVISION 0 JULY 1982 ---***--**

-"" LI'\ °' 575 574 573 -572 I Q ..J (.!) .... 571 .... w w u.. -z .... <t > w ..J w 579 568 .:f.1 I ., I J 575 5 . r ' * \ . I * \ 'l11--s74.6 I i]\! 1 ************* MEASUR . \ I :I :. // .... k' n ----MEASUR -*-*-CALCUL . . . /y* .... * \\ . . .. _: ,/ .:1 ' }*** ........ , . \* .. .**. I \ **. . .

  • J .. ' -* . .* I --.. . ' *Ill* ' . . . . ., . . . * . . I \ \ I . . . ! . ,, . . I I * . . I . I . k .. . . : .. 1: -.. . l ,,\ I I l '/.. I I I * " , I I . I la ' I Ill I I I I I ' \ * ' ' \ I I * * \ . ' I \ I T I T I -. I I ED AT MARBLEHEAD ED AT TOLEDO ATED FOR TOLEDO 567 HOURS DATE 16 24 4 I l 12 16 20 24 4 8 12 16 20 24 4 8 12 16 20 2 4 17 ...... -; F:..

18 TIME SETUP MARCH 16*18 1973 TOLEDO, OHIO FIGURE 20.1-10 REVISION 0 JULY 1982 ............. 577 576 -575 I.I'\ I.I'\ °' -c 574 <l a: 3 573 -z 0 -<l > 572 571 . . . I

  • 576. 7 I I I ' I '

I I 1__....-575.5 -.. \ I l"* I I * ! \ / f'\:'-l574.j r!J .. ,' I I . * -,',,/-u _;.. 5 7 4. 3 ..,,,.,.,/": i\ H x.: \. .. i 'k" 1! I 1 \I " ' a ,i.* I / I _: , *// 1v 'V> ii! ' ;\ '\ t . . I . ' . I : A. *** * ******

  • 4 .,,,.i .. ' I:\\ . ., I :1 -I : I * , \! . if 1\ i ' . l-..... .. : . *J \ l /1. 1* 1 I /I \ t. . .. I . , ** I : \i*.f..1 \ r-r** I ! ' I I -.i I \ 'I I I I **********

MEASURED AT MARBLEHEAD I y ---MEASURED AT TOLEDO I CORRECTED FOR CROSS-LAKE SETUP I (AT TOLEDO) I-*-*-CALCULATED FOR TOLEDO I I I I I l I I I I I I I I 570 HOURS 24 4 8 12 16 20 24 4 8 12162024 4 12 16 20 24 4 8 1216202 4 DATE ] 8 9 TIME *SETUP APRIL 7-10 1973 TOLEDO, OHIO 10 "".:,

  • -** ;-:: . .., " ¥ ., ' *. :_ :_ *:J.

FIGURE 20.1-11 REVISION 0 JULY 1982 ._ .... a .. OO** 51 -V1 .,., en I 0 5 ..J C> -._ 0: ._ LLI 57 LLI I&. -578 511 iii ff) en I t-2 z 516 o: ........ ----TOLEOO,OHIO CLEVELAND,OHIO BUFFALO, NEW YORK . *******. .* ..... ** **. . . t-: ., *** ** ** z ::}.:* ....... ***************** .. ,.' * *. 0 .... ,

  • n5 -'-> 575 . ,...._...,_/'" '"\ "' \ I --/ \ \_r' 5 574 I ' I' 'v \ . I \ :\ ' ' . ... ' . . . ***** : ' ... . . . ' . . *. I ,... ,, ... *.*** ........ ** .l . . . '\-I ' I \ I ' I \ / ... ,,,, ,.. .. I : .: * * . : . . .. ", I \.. 1' I -I I I I .*. : . : . :. : * .... : **
  • I

__ 11HouRso 6 i; *i; .. : 12 I DATE 7 :

  • I I I II 0 8 6 12 18 0 6 12 Tl ME 9 LAKE ERIE WATER LEVELS APRIL 7-10 1973 18 0 10 6 12 18 FIGURE 20.1-12 REVISION 6 JULY 1982 o_ laJ t-laJ <( w
> 0 u_ ..Jx <( 0 u .. 0 Cl. 0 ::> laJ t-..J laJ 0 en t-t-<( <( laJ 0 Cl. laJ z 0: laJ ::> w en <( t-laJ w2 mo.. ::> laJ t-uw zen laJ a: <( laJ laJ l&. Cl. 0 ..,, 'r*::.\

2.0-.-------


LO 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0 1.....---:

I I I I I I I I I 0.0 70 I 10 20 40 MAXIMUM WINO SPEED (KNOTS) AT SHORELINE, ASHTABULA, OHIO 60 -1.0 ;;;-1.0 -2.0 D c , '-:;u :;u I cmm I r< * -< -N

  • VIC --. I \Do-I ooz I N -I ow I CALIBRATION OF PLATZMAN'S WIND SETUP MODEL STORM e APRIL 1966 0 NOV. 1972
  • MARCHl973
  • APRIL 1973 Q. ::> t-0: w o en I&.. I-<( w laJ w Cl. I&.. a I z a: ::> ::> 0 0 0: :c <( z z 0 LtJ t-0 <( z a: w ::::> a: 0 w a: ::> -0 0 :c tO 100--a .*., !' J' WINDS P.M.M.E. LAKE ERIE* ---DIRECTION

---SPEED -ti: 8 0 z E-4 (/) w w 100 w Cll p: CJ w Q -____ ,__ _____ ,__ __________ --...... _._, _____ z TIME (HOURS) 0 H E-4 u w P: H Q 0 FIGURE 20. J-Jlt REVISION 0 JULY 1982 N 0 .. c... :;u c:"" r-< -<-en \DO ()C) z N 0 I *

  • 0 I
  • I -

I SETUP P.M.M.E. TOLEDO, OHIO ---RECALCULATED llYDROGRAPH -PRESENT CATEGORY 9 WIND SPEED EXTRAPOLATION ....... ---lrlBRID HYDROGRAPH -ORIGINAL CATEGORY 9 WIND SPEED EXTRAPOLATION

  • -*-*-* ORIGINAL DAMES & MOORE HYDROGRAPH 10 20 30 40 TIME HOURS . \ 60 10 0 TOLEDO GAGE I N DAVIS*

SITE---. 1 *MARBLEHEAD GAGE EIGENVALUE NUMBER 1 PERIOD -14,370 HOURS CONTOUR LINES IN INCREMENTS Of 5, NORMALIZED TO ot::==::t:===t::==2=4=:Jo,ooo FEET MAXIMUM SURFACE ELEVATION Of 100' 1 -. I '*-..,***

  • ,, * *-1 MODE SHAPE
  • FIRST EIGENVALUE FIGURE 20.1-16 REVISiON 0 1982 I I}}