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5 10 Miles I I 0 5 10 Nautical WOLF CREEK 1* Miles AlA INFORIIATION SOURCE: UPDATED SAFETY ANALYSIS REPORT lldlU££N, A,ll,, 1979, CHIEF, I<AHSAS CITY AlA ADUTE TRAFFIC CONTROL CENltA, FtOERAL AVIATION ADMINISTRATION, OI.AllfE, KAHSAS, Figure 2.2-3 liAITTEN COftiUNICATION (SEPT, 19, 1979). NATIONAL OCEANIC AHO AT!10SPHEAIC AOIIINISTRATION, 1979, HOit~£AST, ENROUTE HICH ALTITUOE*U.S. KAP, High Altitude Jet Routes within Jill£ l~th EDITION, WASHINGTON, D.C ** 20 Miles liAS£ HAP A[FtAENCE: NATIONAL OCEANIC AND AT!10SPHERIC -INISTRATION, 1978, KAHSAS CITY SECTIONAL .1£ROHAUTICAL CHART, SCALf 1:500,000, 21st EDITION (OECEIIIIEA 28) Rev. 0 liASHIH~TON, D.C **
UPDATED REPORT Figure 2.2-4 BASE MAP
REFERENCE:
- KANSAS AERONAUTICAL CHART Military Air Routes within 20 JUNE 1, 1984 Miles Rev. 0
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'\ _ \ f I * ,.---- ***-**-**-**-,.; \
\ 613 ~1140'*-**,...~v---L~"' \\
!:0 Cl (!)
. . . . . /J"-....\ f~:t 1263\
0 \ ~ (.,,2 ' l>' t-3 0 '\{ ,.1 ~ ....... t'ii 0
\' -... ~j ~
OJ GJ hj 1-'*
~2:
hi!O c 1..0 t'iit-1 Ul c t-3hi2 rt ti I< ..r.n (!) n MILES
. l>'~
tv Ztl.:l 250 250 500 750 f--1
\.0 w l>'t'ii t-1~ Psi; 0
I I I U1 I I< l)"l 0"'\ .rn I~ I f--1 1...0 NOTES 0'1
-...]
I~ Upper f gure is number of ~:nd gusts 5 knots a~d greater; I~i RE~;~~~~E~. E., 1969: SEVERE LOCAL STORM OCCURRENCES 1955= i9£7. ESSA. TECK .. ~,£t<) lo\"'Jer f gure, to~ :31 days on WBTM FCST 12, OFFICE OF Of'£RHION<; SILVER SPRII>G, M:l.
~ETECRQLOGICAL which w nd gusts ~ccurred, 1955-1967.
1-0 z 0
~
0 0 It) 0 Vl en Ql 0 w 0*
!'()
...J
- E 0*
0 o. x:~=t a:wu ox:- 1- <-'
" ' :r:_J *0
_JUO
*1 w oc
- Ut-00 0 wx:
-'~!: .
WV>X:U a:...., z w l..-
~,._.:o~
V"...O'-UV"t 0'\U
~--;:~
~'""Lt...>
(J'\V\(..") _,
- 2:' .. ;;;
*lit- "' ..
ww *\..J t-z
**X: z V>o
\&.1 wu-u .. ,.....L.... ....
ZNC.:: <( WI-::>J:U: C:::lLH-\.U wc:s:uc:oa...
~B-o~o Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-7 Wind Storms by One-Degree Squares, 1955-1967
LESS i lHAN
\
\
\
fJV E
\
m=JS ~ 1-'* c ::J c::l OJ OJ '"t2 ti 0 (l) Ul rt (/) ... t-i 0 l:lj ti 0 i-18
~Cil tn U1 Ulcr' t"1:J 1-'*
>'~
1"130 1'< lQ l:ljt:"' j--1 c t-in:J
~t-:3 ti ~
0'1~
~-.l 0 (1) n
~~
I N Zt:~j EXPLANATION
. I t) :J:I'I:Ij MILES (1) w NOTE: HAP ZONATION SHOWS TOTAL t:"'~ NUMBER OF WIND STORMS WITH l.Q I ~ 250 0 250 500 750 00 50 KNOT GUSTS OR GREATER .200+
ti tn FROM 1955 TO 1967. DATA FOR (l) ~ 2-DEGREE LATITUDE AND LONGITUDE 100-200
~
(1) tn I SQUARES.
~
l:lj
- 0 0 so -100
(!)
REFERENCE:
'"t2 <! PAIIT7 M s:- !Qt.Q. ~rvr11r
- nrA* STOFI.!'! ~ "'*- r"'
jO occuRREN-cEs'19ss:i967:--issi-:rrcH. ~ "~- ~u I I MEK>
.~ WBT~ FCST 12. QI'I'!CE OF ~(TEOIIOLCG!CAl OPERATIONS, SILVER SPRING, KO,
~ 5- 25 II-i 0 I
0
~ ~ <: c (D tJ:II H
t:z3 lQ OJ c ([) tn
~ tJ:II~
8 1-'* t'zlO lQ H t:z3t"1 OJ c 1-il'll 0 H ~ 7: (J) (') u1 :Jill~ N Zt:z3 t1 tJ:I't:zj ~ w t"1~ I I
~
(J 1..0 m ~ IH"" 1: () 1--' 0 :::0
REFERENCE:
~ I~ <D ro ~ <:
Ul 0 KL E IN, W. H. , 19 57 : P RINCI PAL TRACKS
~ AND MEAN FREQUENCIES OF CYCLONES AND 1-i 0 ANTICYCLONES IN THE NORTHERN HEMISPHERE.
U.S. WEATHER BUREAU RES. PAPER, NO. 40.
~--------*----------------------------------- (!) z ...J n: ....J a.. (/) ~ a: w 1-z
;t Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPO~
Figure 2.3-10 NOTE: CONTOURS REPRESENT PERCENT FREQUENCY OF INVERSIONS AND ISOTHERMAL CONDITIONS. Seassonal Inversions and Isothermal Maps
REFERENCE:
HOSLER, C.R., 1961: LOW LEVEL INVERSION FREQUENCY IN THE CONTIGUOUS UNITED STATES. MON. WEA. REV., 89, 379-339.
(.!) z
...J a:: ...J a.. <l:
(/) lL.. a:: w 1-z Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS F~EPORT NOT~~OPLEH LINES DESIGNATE DEPTHS Figure 2.3-11 IN HliNDOEDS OF METERS. Isopleths of Seasonal Mean Afternoon Mixing Depths RE~~~i~~~~~-<. G. C *. 1972* MIXING HEIGHTS WIND c:PEE:OS ANO POTENTIAL FOR URBAN AIR PCILLUTION THROUGHOUT THE CONTIGUOUS UNITED STATES. U.S. ENVIRONMENTAL PRO* TECTION AGENCY NO. AP-101, p. 32-35.
ANNUAL MORNING MIXING HEIGHTS 24 20
,, 14 12 ANNUAL AFTERNOON MIXING HEIGHTS Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT NOTE: ISOPLETH LINES DESIGNATE DEPTHS IN HUNDREDS OF METERS.
Figure 2.3-12
REFERENCE:
Isopleths of Annual Mean Mixing HOLZWORTH, G.C., 1972: NIXING HEIGHTS, WIND SPEEDS, ~i*D POTENT! Al FOR URBAN AIR POLL UTI ON THROUGHOUT THE Cc *:r1 GUO US Depths UNITED STATES. U.S. ENVIRONMENTAL PROTECTION AGENCY, NO. AP-101, p. 26 AND 31.
Cl
;:s: "0 1-'* 0 X ~
1-'* 1-3
- l t'il LQ 0 0 l"!j en I'D 1-'* ~:il
'"0 LQ t'iJO EXPLANATION NOTES: rt c t'ilt"1 l-3t"lil ISOPLETH LINES DESIGNATE TOTAL NUMBER OF EPISODE DAYS IN 5 YEARS WITH MIXING DEPTHS
- r H t-<1 1500 METERS OR LESS AND WIND SPEEDS ~ 6.0 I'D (1 EPISODF.\ /EPISODE-DAYS MPS, ISOPLETIIS FOR DATA AT SAN DIEGO AND
~~ 62
- 294 SANTA MONICA, CALl FORNI A WERE LEFT INCOM-
'"0 N 1-'* Zt'il
~t'il
/w PLETE FOR CLARITY.
Ul w t"1i"ii / 0 ! SEASON 0.. t-<1 I-' en I'D w H W-MINTER
REFERENCE:
1: A-AUTUMN 0 HOLZWORTri, u.1...., i972: MiXiNG HEiGHTS, WiND SPEEDS, ANU OJ '< &ij I ::0 I'D SU*SUMMER POTENTIAL FOR URBAN AIR POLLUTION THROUGHOUT THE CONTI GUO US UNiTI:D STATES. U.S. ENViRONi1EHTAL PROTECTiON AGENCY. Ul <: NO. AP-101, p 84.
"0 0
~
1-3 0
50
-- I 1\Jh:l 10~~
0 0 1-'H I-' (I) 0 c; () "'0 ri'"Ql 0 f-'*(/l tJ:ol Oil" t-3 J::lj ~ 0 0 i 1\JOJ f/.1
*.. -y 01-<:
hj ri'"Ul tJ:oi:S (I) \.0 l'z.lO ~ 0 c; J::l:ll:"' t-31'z.l rt"Hl H (I) I< n OJ ::r:: I-' ..... tJ:oll'tl N
\.0 Z:t:l:l
- r' w tJ:olt:'il t"'l:llll I
;:1:" 1-' I<
;...:. .;:. f/.1 1-1 NOTE: ISOPLETH LINES DESIGNATE TOTAL NUMBER OF H
f/.1 FORECAST DAYS OF HIGH AIR POLLUTION POTENTIAL. DATA iS BASED DN FORECASTS ISSUED FROM l'tl :;tJ
REFERENCE:
AUGUST I, 1960 AND OCTOBER I, 19G3 FOR EASTERN tzj (I) HOLZWORTH, G.C., 1972: MIXING HEIGHTS, WIND SPEEDS, AND AND ~ESTERN PARTS OF THE UNITED STATES,
"'0 <: POTENTIAL FOR URBAN AIR POLLUTION THROUGHOUT THE CONTIGUOUS RESPECTIVELY, THROUGH APRIL 3, 1970.
0 UNITED ST.A.TES. U.S. ENV!RONMENTfl.L PP.OTECT!ON AGENCY. l'tl NO. AP-101 p. 96, t-3 0
N NNW NNE NW NE WNW ENE E WSW ESE sw SE ssw SSE s Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-15 Wind Frequency Distribution in LEGEND: Percent - 3 Years Combined 0-1.5 1.5-5.0 >5 Meters Per Second
r-----------------------------------------------------------------,---- N NNW NNE NW NE WNW ENE E WSW ESE sw SE: ssw SSE s Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-16 Wind Frequency Distribution in lEGEND: Percent - 6/1/73 - 5/31/74 M 0-1.5 1.5*5.0 >5 MetersPerSecond
N NNW NNE NW NE WNW ENE E WSW ESE sw SE ssw SSE s Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REP()R'l' Figure 2.3-17 LEGEND' Wind Frequency Distribution in Percent - 6/1/74 - 5/31/75 0-1.5 1.!)*5.0 >5 Meters Per Socond
N NNW NNE NW NE WNW ENE E WSW ESE sw SE ssw SSE s Re*v. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-18 LEGEND: Wind Frequency Distribution in ... b. Percent - 3/5/79 - 3/4/80 0-1.5 1.5-5.0 >5 Meters Per Second
0 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-19 Fogging and Icing Analysis Grid
NORTH ELEVATI ON 29 7 ESW VERTI CAL LOO P CHASE 29 7 REV.29
N Turbine Building t nerator Building
- 1. Emergency Control Room Intake
- 2. Technical Support Center Intake
- 3. Reactor Building Equipment Hatch
- 4. Unit Vent Stack
- 5. MSSV/ARV Vents
- 6. RWSTVent
- 7. TDAFW Exhaust Vent
- 8. Normal Control Room HVAC Intake
- 9. Rad-Waste Building (Nearest Point to Receptor)
- 10. Reactor Building Wall (Nearest Point to Receptor)
Rad-Waste REV. 34 Building WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-20a DIAGRAM OF SOURCE AND RECEPTOR LOCATIONS
I
--~
I REF"ERENCE: FlnY-FOOT TOPOGRAPMC CONTOURS FROH U,S, GEOLOGICAL SURVEY QUADRANGlES FOR NEll STRAWN (1971), DnUHIJA (1970), IIAV£RLY SE (1971), AliCEVIllE (1971), AND JOHN REDHOND DAti ( 1966) ; 7.5 HINtiTE SERIES. MILES 0 CONTOUR INTERVAL 50 FEET i) *V. DATUM IS MEAN SEA LEVEL o
' ""'.-~L----"-- (t' Rev.
'-.-' ' 1 WOLF CREEK
~-t- *- * +- *- - -~- - -*~-~~-.4~c:~d --L-------/'~- UPDATED SAFETY ANALYSIS REPORT
; ; __;/ct
* .. Figure 2.3-21
..,. ""v
,--,J~"l ..r;-~
'",...~.. '-..
. Topographic Features within 5
.,I Miles of the Plant Site i
I
~ /_.:*Jr~.
1150 ----- -- l..-- ~
,r---~- --..... r--
(f) ~ 1-w 1100 ~ ~/
~ .........,..
L/~
~
t~ L~ w
"- v ~
z 0 f= 1050 *-- --- -
<l w
11 _J w NORrH-1\J RTH AST sECT<rR 1 ----- 1000 0 I 2 3 4 DISTANCE IN MILES (FROM STATION) 1200~~- --------- - I I
*--~--
NORTHU>.ST SECTOR _J (f) 1150 - ---- - - =...... ..,........,
,..,-- 7
~
- ~
1-w ~ w 1100 -~ v r -....-./ \ v---.... ../' -..'\ - --- - - - -- [1:v z J 0 f= <l
-~-
~ 1050 f - - - - * - - - - w 1000'--- 0 ---~--"--* I 2 3 DISTANCE IN Ml LES (FROM STATION) 1200.--1 ------,----- ---,---.--- I I I v V-" EAST- NORTHEAST SECTOR
- J I r-~-
(f) 1150 *- I - - 1---
/ 1\
- E 1-w w I I /~
~ 1100 *- - ---1-- - J r --r-- z 0 f= <l "J 1050 1'-' r----- ,____
\
I . w 1000 0 I 2 3 4 DISTANCE IN MILES (FROM STATION) 115011-I
--~-----
- J (f) EAST SECTOR
/~ L--- I-"
v ~
\
t;; 1100 1---- - - I--"" w ~ *-- 1---- I\-~ ~ ~~ i'v I\ z
-,)
bf z ~ 1050 - \ ---- 1---- <l w _J 1'--- w 1000-0 I 2
- 3 4 5
DISTANCE IN MILES (FROM STATION) R: ev .. 0 WOJC.F CREEK UPDATED SAFJgTY ANALYSIS REPORT Figure 2.3-22 (Sheet 1 0 f 4) Topographic Cross-Sections *within 5 Mile Radius of the Site NOTES: CROSS SECTIONS CORRESPOIW TO RADIALS SHOWN IN FIGUHE 2.3-21. VERT I CAL EXAGGERATION EQUALS '*D.
1150 -- -- --- ----- I I I I I
---~
- EAST- SOUTHEAST SECTOR (f)
./ r-.. . . -- ;: 1100 w
w r-- 1--
~ /
~ t=~ / 1\If ~-, b._, t\
""z v--v 01050 ------
- !w ~
1\..--- v _J w 1000 0 I 2
- L....
3 4
- 5 DISTANCE IN MILES (FROM STATION) 1150 -- ----,------- *--.----- ---
I I I I
- SOUTHEAST SECTOR I
(f) ~ v I 1-v f- 1100 1------ t-- ---1------- f--v ~~ ~~ w ----* w ~ [/'-" ~/ f\ hr1\ z 1'--
~rl_
rv z
'f-=' 1050 -- 1------
I w _J w I 1000 0 I 2
- 3 4 5 DISTANICE IN MILES (FROM STATION) 1150 I I I SOUTH-SOUTHEAST SECTOR I I
--I
- v (f) I
- I' 1\Jr--v \
- 1100 - - ---- I
- -+
1\~ w w "- "-- "\ I ~""'
~
z z
¥ ~~
'f-=' ----i -- \_1'_ 1050 i v ------- f---- ""w> _J w I 1000 0 I 2 3 4
- -I..
DISTANICE IN MILES (FROM STATION) (f)
- 1100 1150 I
SOUTH SECTOR II
-- ----* 1------ - -
--1
___ _)_
-i w
w "- '\.._ z t--
~
z
'f-=' 1050 I
-- ----*+------- --- - - - ---- 1----- ---1----
'\ ~_j 1--
~---
w 1'-- 1--
" r- ~-
_J w
\
1000 0 I 2 3 4 5 DISTANCE IN MILES (FROM STATION) Rev. ( WOLF CREEK 1--* UPDATED SAFETY ANALYSIS REPOJRT Figure 2.3-22 {Sheet 2 of 4)
'l'opographic Cross --Sect ions vdth in
["
.) Mile Radius of the Site NOTES: CROSS SECTIONS CORRESPOND TO RADIALS SHOWN IN FIGURE 2.3-2\. VERT I CAL EXAGGEHATION EQUALS i10.
1- ---- ---
=>
U) I
;::: 1100 -- - - >-----
w w
~
z -~ 0
>=
1050 --- ~ ""'\ --- 4 w _j w I\_ IOO~L----~--~----~--~-----L----L----J~--~2-- 3 *-- DISTANCE IN MILES (FROM STATION) 1150 _j SOUTHWEST SECTOR U)
;::: 1100 w
w
~
z
'2 1050f---+-
w _j w IQOOL----L---~----~--~----.L----L----J----~- 0 2 3 DISTANCE IN MILES (FROM STATION) 1150
,--1 I I I I
--~T----~-
=>
Ul WEST-SOUTHWEST SECTOR
- ~\ >- 1100 I - - ---- ---- I - -
w lr- ~ w
~
z
~ 1050 h -- -f--- -- --
w w _j
"' '-- .rv\__ /,_...
-I--
1000 I I f\- IJ --L-0 2 3 DISTANCE liN MILES (FROM STAT I ON) 1150,----,- -,--- --,--- *- 3 U)
;::: 1100 ----* f--
w w
~
z c::> I050ir--+- ~ r r---.. r- I-'\ -- Lu
\~
'\\
_j w 2 3 DISTANCIC IN MILES (FROM STATION) RE~V. 0 WOLF CREEK UPDATED SAF'ETY ANALYSIS REPORT Figure 2.3-22 (Sheet 3 of 4) Topographic Cross-Sections within NOTES: CROSS SECTIONS CORRESPOND TO RADIALS SHOWN 5 Mile Radius of the Site IN FIGURE 2.3-21. VERTICAL EXAGGCRATION EQUALS 40. ~----------*-----------------------------*-----------------------------------*
1150 I I I I I c--1 ---~- r-* --
- WEST- NORTHWEST SECTOR (f)
- 1:
- 1100
~~-
1-------- - - - - --- ~-- I-w IJ ~ v ~ 1\r1\ v f---, 1- ~ ~ z 01050 r- - ----- tv f\ ( <X w _J w 10000 *--L-*-'--* I 2 3 4 DISTANCE IN MILES (FROM STATION) 1200 ,--------- ----- I I I I
--~--,---
NORTHWEST SECTOR r*
- 1150 1------- ----- / +----
(f) 1/ ~
/
k:::v 1-w r--t-- r--- w ~ 1100 / -- 1----+---- z 0 ~ ~- \,-
~.,/"
~
<X i:'; _J 1050 f----- --*-- -- 1-----+------ w 10000 I 2 3 4 DISTANCE IN MILES (FROM STATION) 1200 -----,---
- 1150 I I I NORTH- NORTHWEST SECTOR I I T-=I- !-- --- ' - - - -
tr* L/ (f) e_-L/ ~
~,-...... \\....
I l--LC 1-w v w r--l / ----- 1\v
- u. /
1100 1---- ----
~I
~ /
-+-
z 0
- l
~~t
<X
~1050 -- I w !
I I 10000 I 2 3 4 5 DISH1NCE IN MILES (FROM STATION) 1200 I I I
~--,------------ --~--,------
l/-~ "-l/t--*\ NORTH SECTOR
~-----,
b.,/
~
1
- 1150 --- --------j-- --1------ - - - - f----- _I\ 1----- +--' --
\~
i f.--tJ~,- (f) ~ 1-w w
/ ]'\ I
~ 1100
- r----
/ I
/
-- ~-- 1------
z 0 I
<X r----
~ 1050 - +----- *-*--**- ------ ------ ~---
!- - +---- I---
w I 10000 I 2 I DISTIINCE IN MILES (FROM STATION) 3 4
---'---'--- L Rev. (
WOLF CREEK UPDATED SAFETY ANALYSIS REPC~RT Figure 2.3-22 (Sheet: 4 of 4 Topographic Cross-Sections wit bin NOTES: CROSS SECTIONS CORRESPOND TO RADIALS SHQ',/N 5 Mile Radius of the Site IN FIGURE 2.3-11. VERTICAL EXAGGeRATION EQUALS 40.
I
**~*
I 10 10 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-23 .fEFEREHCE: BASED OH U.S.G.S. TOPOGRAPHIC QUADRANGLES; HUTCHINSON, KIINSfiS - 1955 Topographic Features within 50 JOPLIN, HI SSOUR I; KANSAS - 1954 LAWRENCE, KANSAS; HISSOURI - 1956 Miles of the Plant Site WICHITA, KANSAS - 1955
1250lt----_____.., 1000 \__/\/ \__;- ~ I
- I
~ 750~
z Q
~
UJ UJ 500 0 0 10 15 20 25 30 35 40 45 50 DISTANCE FROM S!TE (MILES) 12~0 l NORTH NORTHEAST (22.5°) I I 000 J Cf) 1-UJ UJ ~ 750 500 ~ WOLF CREEK Rev. 0 UPDATED SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet l of 8) I ----.1 0 Topographic Cross-Sections within 0 10 i5 20 25 30 40 45 50 Ia 50 Mile Radius of the Site 35 U!STANCE FROM ............ UVHL.t.~: I I
I 2 50 NORTHEAST (45°) 1000 (/)
...wI
/
w
~
750 500 0 0 10 15 20 25 30 35 40 45 DISTANCE FROM SITE (MILES) 1250-, rAr-r
!:.H.:> I NORTHEAST (67.5°)
I 1000 _J (/) w I w 750 z ~ I-- 500~ w _J w Rev .. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet 2 of 8) 0 I 0 10 I5 20 25 30 35 40 45 50 Topographic Cross-Sections within 50 Mile Radius of the Site I" DISTANCE >'ROM I;3!T~ (M!LES)
12 50 EAST (90°) 1000 750 z 2 f-
<{
w
...J w
500 0 0 10 I5 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES) I 2 '50-. EAST SOUTHEAST (112 5°) I 1000 ...J (/) ...w w 750 z ...~ Rev. 0 500~ <{ ~ w WOLF CREEK UPDATED SAFETY ANALYSIS REPORT I I Figure 2.3-24 (Sheet 3 of 8) 0 I Topographic Cross-Sections within 50 Mile Rad.ius of the Site I 0 10 15 20 25 30 35 40 45 50 DISTANCE ~'ROM SITE (MILES) a
12 50 SOUTHEAST (135°) 1000 If) 2. f-w
~
750 z e f-
<1:
w
...1 w
500 0 0 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES)
'ml SOUTH SOUTHEAST (157 5°)
1000 (/) I f-w t:: 750 Rev. 0 500 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-24 (Sheet 4 of 8) 0 Cross-Sections within 0 10 15 20 25 40 45 50 Radius of the Site DiSTANCE FROM SiTE \MILES) J
1250 SOUTH (180°) I 000 ...J I \ (/) ~
'-J \
\__
I f-w w ~ 750 z ~ f- <l: w ...J w 500 i5 20 25 40 45 50 DISTANCE FROM SITE (MILES} 1250-, SOUTH SOUTH\NEST {t"Jf'"\') ~0,
\'-VC.. . ..J J 1000
- J
(/)
~
I f-w w lJ.. 750 z
~
f-Rev. 0 500~
~
w
~
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT l j Figure 2.3-24 (Sheet 5 of 8) 0 !Topographic Cross-Sections within 0 10 15 20 25 30 35 40 45 50 Ia 50 Mile Radius of the site DISTANCE FROM SITE (MILES)
1250 SOUTHWEST (225°)
- J(/)
~
1-I 1000
\IL-1 ~
7!50 z 0 i= ct
....1
!500 O-OL_______ ~L_------~10--------~15---------2~0---------2L5_________3L0--------~3~5--------4~0~-------4~5~------~50 DISTANCE FROM SITE (MILES) 1750l WEST SOUTHWEST (247.5°)
1500
- J
(/) I 1-12 50
~--------------------------------------..;~ Rev. 0 0 10 15 Ia I
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-24 (Sheet 6 of 8) Topographic Cross-Sections within 50 Mile Radius of the Site I M I ~ J
17501 1500 ..J ~ I t-Ll.l LlJ 12 50 z 0 I=
- !LlJ
..J 1000 LlJ DISTANCE FROM SITE (MILES) WEST NORTHWEST ( 292. 5°) 1000~ ________,/ WOLF CREEK Rev. 0 I UPDATED SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet 7 of 8)
!Topographic Cross-Sections within DISTANCE FROM SITE (MILES)
Ia 50 Mile Radius of the Site I'-------------------------------------
NORTHWEST (315°) 17501 1500 _J
~ I I
f-w w
~
1250 1000 0 0 10 15 20 25 30 35 40 45 50 DISTANCE FROM SITE (MILES)
- 7 50 NORTH NORTHWEST (337.5°)
1 1500 _J (j) r f-w ~ 1250
/ \ 1\
'----' """-~
/ Rev. 0 1000 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-24 (Sheet 8 of 0\
u I 0
!Topographic Cross-Sections within 0 *v 15 20 25 30 35 40 45 50 Ia 50 Mile Radius of the Site D!STANCE FRCM s:;.: ~M::...ES)
I
~
-~-
TOWER ACCESS ROAD GAUGE COMMUNICATION 50 wr* 0 FEET 50 I 100 I ISO I WOLP CREEK UPDATED SArETY ANALYSIS REPORT ~\Ci'£: Figure 2.3-25, REV. 13 FIGURE 2.1*6 JHOWS THE P.ELATICNSHIP OF THE METECROLOCICAL TOWER TO PLAIIT STRUCTURES AND FEATURES, Meteorological Tower Plot Plan
FIGURE 2.3-26 HAS BEEN DELETED REV. 34 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-26 VARIATION OF INTAKE KC WITH WIND DIRECTION
e .~ (ID Rev. 0 Figure 2.4-1 General Arrangement
- - - - - -,.*-H~w.~,unn,ll11ne"hl Jdllt \-1*., '*~~':""'~,~-=-:r*-::-~~;;,-rr-r.D"'-:_pilf.fS;~~"1tt'rr.r: ;r.~~)~~~"'m\l~~ ~\ l!lfd'J~j~ ar .-.1 ... .1. 1
- .~* . . *'- ~.. _<l~~\~\u* ... ,, .. ~~ ~
0 WOLF CREEit UPDATED SAFETY ANALYSIS REPORT Figure 2.4-2 Main Dam and Appurtenant Structures
* ~ ~*
LAKE LEVEL N X X X X X X X X X X X TEMP GRAVEL PARKING LOT X X X X X X X X X X X X X X X X X X ROADW AYS X X X X SUB BASI N RAI LROADS X X X X BOUNDARY 3 X X X X X X X X X SUB BASI N BOUNDARY 2 W EST REACH EDW ARD P. McCABE SUPPORT FACI LITY W ALTER P.CHRYSLER SUPPORT COMPLEX TURBI NE BLDG. TECHNI CAL SUPPORT CENTER OLI VE ANN BEECH OPERATI ONS MAI N X X X X REACH ADMI NISTRATI ON XX AUXI LIARY BOI LER X X X X X X X X BLDG. ESW X VERTI CAL LOO P COMM UNI CATI ON CLYDE CESSNA X CHASE CORRI DOR ADMI NISTRATI VE X FACI LITY AUXI LARY BLDG.& CONTROL HOT MACHI NE BLDG. SHOP X SECURI TY X X REACTOR DG BLDG. X BLDG. X DI ESEL X X X GENERATOR CHARLES BLDG. EVANS W HI TTAKER LAKE LEVEL SECURI TY FUEL BLDG. BLDG. SUB BASI N SUB BASI N BOUNDARY 1 SECURI TY PRE-SCREENI NG BOUNDARY 2 BUI LDI NG RADW ASTE BLDG. RADW ASTE STORAGE ADDI TION Sub Basi n Boundary X X X X X Di recti on of Fl ow X X Reach Boundary X X X X X MAI N REACH Safety Related Buil di ngs in the Power Block REV.34 W OLF CREEK LAKE AREA UPDATED SAFETY ANALYSIS REPORT FI GURE 2.4-3 SHEET 1 OF 7 SUBDI VISI ON OF PLANT SITE AREA FOR LIP SUB BASI NS NOTE: AND REACH BOUNDARY THI S FI GURE I S BASED ON DESI GN DRAW I NG 8025-C-KG1202
THIS PAGE INTENTIONALLY LEFT BLANK
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WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-4 GRADING AND DRAINAGE SECTIONS (SHEET 1 OF 3)
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i WOLF CREEK UPDATED SAFETY ANALYSIS REPORT II I I FIGURE 2.4-4 I I I GRADING AND DRAINAGE SECTIONS (SHEET 2 OF 3)
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-4 (Sheet 3 of 3) Grading and Drainage Sections
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2000
- 1500 1000 500 SEA LEVEL
-5oo -1000 -1500 -2000 -2500 -3000
- Area
- t!::~kish Test holes f.rom which fresh water Is~~
-11 SYSTEMS
[:;:-:;:::-:-:;:::=:~ [...*.. *...... ] Cretaceous Permian Map indicates location of cross section A-A~ F#-*n Pennsylvanian [-:-::.:.:.::_.*..::.::.:.-:-:*] Mississippian test holes, and oreos ( shown by crosshatch-ing ) from which fresh I j fk-- -d to brackish water Is Mississippian Cambrian or Devonian and Ordovician obtained. E~:::::::;:;~~~ Precambrian WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-7 Generalized Geologic Cross-Section, Neosho River Basin in Kansas REPRODUCED FROM KANSAS WATER RESOURCES BOARD, 1961, P. 58. Rev. 0
R 13 R 14 Rl5 R 16 R 17 T 19 400 ENLARGEMENT OF COFFEY COUNTY, KANSAS A HU~ICIPALITI£5 AND RIIIAL WATER DISTRICTS UTILIZING THE H[OSIIO RIVER DCIIH*STREAII OF THE SITE. REFER TO TABLE 2.'+-S FOil USAGE IHFORHATIOH, 5 0 10 e ~~~y0 ~o~:w~A~R ~~~~; 0 ~Y~~R~~~~~ATES Rev. 0 REFER TO TABLE 2,4-'t. FOR WILli, SOURCE AND MILE~~--------~~~~~~----------~ USAGE *INFORHATION, WOLF CREEK OPDATED SAFETY ANALYSIS REPORT Figure 2.4-8 Water Users in Coffey County and
REFERENCE:
Municipal Users Downstream of KANSAS BQI\RD OF AGRICULTURE, 1979: OPEN FILE MATERIAL: Site DIVISION OF WATER RESOIJICES, TOPEKA, kANSAS (KARCH) FLICI\[NGER, G., 1979, ASSOCIATE ENGiti:ER, WATER RESOURCES BOARD, TOPEKA, kANSAS WRITTEN COHHUNICATION (KARCH 9)
UGIND A A :a".u.':"::aUN*IIICID NJCIDI . . .liD .. CDUJCa IMM. ......
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- - - IMY 1111 fLOOD llflUMCEo llPAOOUCED FADM U.S. ARMY CORPS OF ENGIMUAS, 1965- PLATE A*l6.
4000 0 "4000 FEET Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-9 Flood Areas and Profiles, Neosho River Mile 332 to Mile 341*
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---- IMtltt'flOOD 4000 0 4000 H e....cJ I fEET Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-10 Flood Areas and Profiles, Neosho AE:Hfi[NCE 1 AE:PII:OOUC£0 FfiOH U, S. lfiHY CORP5 River Mile 326 to Mile 332 Of IN"NHRS, 1965, PlATI A*IS*
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300,000 200,000 100,000 j I
- 8 80,000 l
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10,000 5,000 1.25 2 5 10 20 50 100. RECURRENCE INTERVAL (YEARS) NOTE: THE CURVE INCLUDES THE REGULATING EFFECTS OF.COUNCIL GROVE, MARION, CEDAR POINT AND JOHN REDMOND RESERVOIRS. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
REFERENCE:
REPRODUCED FROM U.S. ARMY CORPS OF ENGINEERS, 1965, PLATE A-47. Figure 2.4-12 Discharge Frequency Curve for John Redmond Dam **
- 10.0 9.70 9.0 8.0 7.0
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DATA RELATING TO UNIT HYDR0.3RAPHS: UNIT UNIT AREA N_T,E_D__~ DURA-r-__R_E_P_R_E_S_E__ GRAPH TION REMARKS NO. (HOURS) IDENTIFICATION SO.MI. 3000 *-- *---*-*----+--- 0 I SUB-AREA G) 8.0 UPPER DRAINAGE AREA I I l0= 0 I I
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45 40
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.36 40 44 48 52 WOLF CREE 1.(
Rev. UPDATED SAFETY ANA LYSIS REPORT Figure 2. 4-17 0 TIME (Hours) 100-Year and PMF Hydrograph Under Natural Conditions
82,089 CFS 80 - ...... ----T----..---*-* ..... ---* ----* ...... *---*---- *-*----~-.-*- - - ----*- 70 * - - - - * - i - - - - - - - - - .. f--..----* . .v 60 .. - - - - t - - - - t - - -
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50 ----t--\'---1----1------ ~:g~* lOTJ tiFLOW H DROGRAPH RESULTING ROM \. DRAI~AGE *AREA AND LAKE AREA D.A =27.4 SQ. MI.-I-.......__ L "' 40 I --- r ----il----t-*---t----11---+-----t--------- -----1----\\--1---- ~ a 20 1 - - - - - - + - - - - + - - - - - - t - - - - - - - - t - -
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TIME IN HOURS Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-18 PMF Hydrographs (Modified Conditions)
- 45 I I 1\ PEAK FLOW = 40883 CFS
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WOLF CREE K 1.// ~--~ UPDATED SAFETY MIA LYSIS REPORT 0 0 4 8 12 . 16 20 24
- 28 32
*-36 40 Figure 2.4-19 TIME IN HOURS 100-Year and Standard Flood Hydrographs (Modified Conditions)
0 4 s 10 1100 ELEVATION A~ c:,.o.,.~C:I-rV IN IN IN FI:ST AC.R.IS S ..-eRE- Fei!<T 1080 -- ! 1020.0 31 118 1030,0 245 1205 lOBO - - - - - - - ----- 1040,0 507 47!:1>7 1------f--------------- .. 1070 _ I 0~~~0 8~_!._ --~ 1720 _ IOCDO.O 14<>2"a 25181 f - - - - - - - f - - - - - - - --- *---- 1-ll 11 lowcl
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'eEC"'riON '7,...,"'"'*1"'*' UPDATED SAFETY ANALYSIS REPORT 0 10 FIGURE 2. 4-21 (Sheet 2 of 3)
SCALE IN FEET 0 10 SCALE IN FEET SERVICE SPILLWAY PLANS
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. ~;... .* WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-21 (Sheet 3 of 3) 5ECT\ON 10 SERVICE SPILLWAY PLANS SCALE IN FEET SCALE IN FEET
1098 1096
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1095 .----------y-----,------ -- - - - ----- ----- ----- ----f ~ *u'""" ~' """ ,.. ---_____,r------- 1094 -------~---4--------
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20 40 60 80 100 120 140 160
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180 200 220 Rev. 0 TIME IN HOURS WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-23 Lake Water Level Variation with Time from Flood Routing Analysis
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<D JOHN. REDI()ND RESERVOIR UPDATED SAFETY ANALYSIS REPORT CD COUNC ll GROVE RESERVOIR MAR ION RESERVOIR Figure 2.4-26
@ PROPOSED CEDAR POINT RESERVD IR Reservoir Capacity Curves in Upper Neosho River Basin
REFERENCES:
U.S. ARHY CORPS OF ENGINEERS, 1958; 1959; 1961; 1973.
1010 1076 1072 ION I v
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1~00 0 10 20 so 40 >O 60 70 eo go DISCHARGE (THOU SA NOS OF CFS) Rev. 0 1 JOHN REDHlND RESERVOIR WOLF CREEK 2 COUNCIL GROVE RESERVOIR, WITH 500 1 UNCONTROLLED SPILLWAY UPDATED SAFETY ANALYSIS REPORT 3 COUNCIL GROVE RESERVOIR, 1*17' CONOU IT AND 500' UNCONTROLLED SPILLWAY Figure 2.4-27 4 MAR ION 1\ESERVO IR 5 PROPOSED CEDAR POINT RESERVOIR Spillway Rating Curves in Upper Neosho River Basin
REFERENCES:
U.S. ARMY CORPS OF ENGINEERS, 1962; 1967; 1968; 1973.
1010 1010 1010 10~ I D-0
~
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~
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~
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.... I
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........ I
.. 1280
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"" 100 .. llO 140 160 tOO 200 Z20 240 260 280 OfSCHAIIGL (THOUSANDS 0' CP'S J ReV. 0 NOTE:
1 JOHN REDKlND RESERVOIR WOLF CREEK 2 COUNCIL GROVE RESER YO IR UPDATED SAFETY ANALYSIS REPORT 3 HAR ION RESERVOIR 4 PROPOSED CEDAR POINT RESER YO IR Figure 2.4-28 Tailwater Rating Curves in Upper Neosho River Basin REFERENCES, U,S. ARHY CORPS OF ENGINEERS, 1962: 1967: 1973.
240 rr\<D CD IJOHN REOMOND I I RESERVOIR I I 200
/ \
PEAK DISCHARGE - 238,000 CFS I I I I I COUNCIL GROVE RESERVOIR I I
/ \
PEAK DISCHARGE - 130f000 IFS I I I MARION RESERVOIR I PEAK DISCHARGE - 173,000 CFS
... 160
/ 1\
I I I I I I PROPOSED CEDAR POINT RESERVOIR
<J
...0 I \ I \ PEAK DISCHARGE - 104,000 CFS
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- J 120 0
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j"--... Rev. 0 0 0 I 2 3 4 5 6 1 8 OAYS FROM BEGINNING OF RAIN WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-29 Standard Project Flood Hydrographs R[F(IU"C£5* U.S. ARMY CORPS. OF [NGINEERS, 1858; 1858; 1911i 1811.
6r----.----.----.----~--~-----.----.-,---.----.----.----~----.----r-.---.
~ SINGLE DAM 'FAILURE PEAK DISCHARGE (CFS) 5 CD..!..._--+-----+-----1-----l----1----+- I JOHN REDI-DNO -f- 5. 669. 000 ~ '~ 2 COUNCIL GROVE 3 MARION ---f--
2,202,000 2,179,000 ---+--~
; 4: ' , "" 4 CEDAR POINT 3,945,000 3 3r-~~--~~-"'~v---1----l---~--+--+---4--~--~--+--+--~
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0.4 r----...-----,-----,------.------ 0.3
~
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'a 'a ~
0.2 0.1
- o--------~------~------~--------~------3 0 0.2 0.4 0.6 0.8 1.0
~~~~
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-31
REFERENCE:
REPRODUCED F'ROH STOKER, 1957, P. 339, FIG. 10.8-lt. Discharge Rate at the Damsite
r I
~
--~-
1 _ __J BOURIO" K A N s A FORT scone WILSON
~ RES£RVOIR COMPLETE FCR FLOOD CCM'ROL
~ RES£R\IOIR AUTHORIZED SCALI 01 IIILU 0
- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-32 A(f(R(NCE:
REPROOUC[O FPOH U.S. ARMY CORPS Control Stations along the Neosho OF ENGINEERS, 1965, PLAf£ I. and Cottonwood Rivers
6000 r--------,---------r--------.---------r--------r--------~-------, 5000
~
~{.t*\---. 2 f---t----t---t------1~----J STAIIDNID I'ROJECT FlOOD AIID ON< FAilUH£ AT JOHN REOI'DND
... ~\ f I . JOHN REDI'DND DAIISITE 1\10 HilES D~NSTREIV< fliOH DAHS ITE u 4000 ~~~~~---------r--------+---------r--------t--------~--------1 3. TIIREE HIUS DOIINSlliEJV< fliOH DAHSITE
'").\~'*t'~
...0 4 SIX HilES DOIIIISTREJV< fliOH DAHSITE
- 1 .
"'cz .. I I 'I
/ *.\'
\\'\\.
NOTE : PlANT SITE GRAD£ FAR ABOVE HAX I HIRI nooD STAGES ON NEOSHO RIV£R * "'~ 30QO
\~\
- 1:
1-a: _._:=.!/ I I
'\
**.\ '
\ \. '
~ 2000 11 * *.' '
"'0 Rev. 0 WOLP CREEK 00L--------~------~2~-------L3--------~4~------~5~------~6--------~7 UPDATED SAPETY ANALYSIS REPORT TIME (HOURS) Figure 2.4-33 John Redmond Dam Failure Flood Translation
2500 lli!!.1!!!! 449.9 I COUNC ll GROVE OAH SITE 2000 4)0. 5 2 DUNLAP 41).0 3 AH[R ICUS 398. I 4 (Hf'OR lA 382.8 5 JUNCTION OF" N(OSIIO RIV(A AND COlTONWOOO RIVI.R DAHBRUK lltl( COUNC ll GROVE DAH: 6,25 PH. FIRST OAY ~ u 1500 f0 r 15 "'z 0 <l "'0::> X 0::
<l X
u 1000
\
Q
. (\ ~ ~
\__ --/ ----
500 0 JL 6 PM 8
---FIRST DAY or.::::::::::'
10 12AM I I
>(
2
~<. ..
4
*~
c--- --- -~
- --- --=- -
************ 6*************8*********
SECOND 10 DAY 12 PM 2 4 68
~
- r=-=--=-r=--- -~-
10 li AM Rev. 0 TIME (HOURS) WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-34 Council Grove Dam Failure Flood Translation
2500 r - - - - , - - - - ------ - - - - - - - *--*------ *--****--- ----*-- --**---r-----.---- --*-----~ 2000~--j~-~~-~~---~--~---r----t-----t-----~---t----t----j-----l 1500
...u 0
"'..z D
"':::>0
- r
!:. 1000 a:
- z:
u
"'a
~ --FIRST DAY----+-.-.---SECOND OAY - - - - - - - - - - - - - - Rev. 0 126. 7 MAR ION RESERVD IR r-----------~W~O~L~F~C~R~E~E~K------------,1 TIME (HOURS) 108.2 F"LOA[NCE UPDATED SAFETY ANALYSIS REPORT
- 98. I CEDAR POINT 70.9 ELMDAL[ Figure 2.4-35 ss.o STRONG C ll'r' JUHCT lOti OF" ti[OSHO RIVER Marion Dam Failure Flood AND COT IO~IWDOO RIVER Translation
~1(111'1[ WIRION OAH: 0:11 AH, f1R')T DAY
~-----------------------------*-------------------------------------------------------------------------------, 5000 - ---- -----,---- --~------ -------- - - - - - ------- --*-- , - - - - - - - - - - - - * - - - - - - - - - - - , * - - - - - . - - - - - - , * - --- -- --- 4000 - - - - ------- ------ -------- --- - - ------*- ----- ----- - - - - -----+-----1----+-------t-----t in
~ 30ooll---t----t-----~---+----~----+----+----4------l-----+----+----4----+----4 0
"'0z
"'g
~
!a 2oooi-!-
Ul lS I000~-1~-t-----~------~---~----f-------,-----~-----,_ ___,____-r----r----t----r----i
...-(!)
.L ~ l,--
----=---:. ~---=:.;==::!- -- ~: : -- -:....;.1-------~-*--- **~1--- ~
-=-, ..
~ ____:'~=--==~-=~~-~*=**=**=**=**=**~-~-~--~--:--~--~~--~~----~~----~~--~----~--~~==~-~~====::~~~::==~~~~-=*~-;:::~
\ \.. *****- f- / -
- pL 12 PM 2 4 6 8 10 12 AM 1
2 4 6 8 10 12A*I I* 16 Rev. 0
-.--~---------------FIRST OAY----~~~~~---SECOND DAY----------------~::::::::*::::::~~=-~~~~-----------. ~ WOLF CREEK 102.3 I CEDAR POINT DAHSilE TIME (HOURS) UPDATED SAFETY ANALYSIS REPORT
- 98. I z CEDAR POINT 10-9 l £U1DALE Figure 2.4-36
~~-0 ~ STRONG CITY 0 5 JlltiCT ION Of NEOSHO Cedar Point Dam Failure Flood AND COTlONWOOO A IV OS Translation DMBREAI< Tll1f CEDAR POINT DNI: 12:00 PH, FIRST DAY i
- 4000.------,---------.-----,-----~------ r------ - - - - ------
300 0 - ,.. -------t-----11----+------1-----t------1 I\ I \
~
u I \ 0 I l I l 0 z I I 0
- z:
2000 r----+----~----+---~~~'~r----t-----r----+-----~--~----~
!:: I I I \
""'a:
- z:
.,u : \\
0 I 1\~ 1000 : ~ \
- \~, \ _ -<Y
_,~--~\-~ t----
~- ---f.---- v,.. I I ' ~- t.::: -- -,r---::::::::=1=:-:::=d--
..... _____ 1-- - - - - - - - --=
0 a~~,;-~--~9.-------~~o~------~~~------~~2~------~~3~------~~4~------!15----------~:~:-*::::::~17;=~~~~~a~~~-~~9 TIME (HOURS) FIRST DAY Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FLOOD AT JUNCTION OF CEDAR CREEK AND COTTONWOOD RIVER CEDAR POINT DAH FAILURE fLOOD Figure 2.4-37 t\AR ION OAH FA I LURE FLOO::J DAHSAEAK TIHE Flood at Junction of Cedar Creek MARION RESERVOIR CEDAR POINT RESERWIA: 8:17 AH 12:0iJ PH and Cottonwood River
4000 -. 3000
...u 0
...... HD Ill 0
z 4 Ill I 0
- r 2000 4
X 0
"'ili \
1\ 1000
~--** ~*
*********If.
1---....___ l/ .... .. i ....--- -@-- ::.:::....... ...... 0 8 9 10
.......... **************............ ********=
II 12 13
~'""~*.::.****
14 15 16 17 18 19 20 I-21 22
~
~
23 24 DAY TIME (HOURS) FIRST Rev. 0 WOLF CREEK !!.ill!_!!.!!! UPDATED SAFETY ANALYSIS REPORT
,8. I I CEDlA POINT 70.9 2 ElHOAlE Figure 2.4-38 11.0 ) STRONG CITY Combination of Marion and Cedar 0 4 JUNCTION OF N£05t10 RIVER AND COTTON'r<<JOO R IVEA OA~~BR£AK T IHE Point Dams Failures Flood HAR ION OAH CEDAR POINT DAH:
8: 17 AH 12:00 PH Translation
600 ----- -*--- -----T------.--*-----r---------,---------..-----,--------. 50ol---1----I------1Vh~~--~-----t----+------lr----t-------1 FLOOD FROH COUNCIL GROVE OAH fAILURE I flOOD FROH HARION AND CEDAR POINT DAH rAILUAE fLOOD AT JUNCTION OF NEOSHO RIVER AND C0110NWOOO RIVER 0At48AEAK TIH[ MAR ION OAH: 8:17 ,_1'4. FIRST DAY CEDAR POINT OAH: 12:00 PH, FIRST JAY COUNCIL GROVE OAH: 6: 2S PH, f lAST DAY 400~----~------~----.f---+-------~--------+~--------;-----------t---------~r-----------t
~~ ...u0 en a
z ct Jool-----+---t---1---V- + -..*********_***********~* en
*****-----+---t------3o~~--+-------t
./ :.// '* * *- .,'*<
0 X
~"'
a: ct
- z:
u 0"' 200~----~-----------r--~------+---------~----------~--------~~~----------+---------~~---------;
~,.-...------.... lfj'l
/ .... . ..... !>-!-'. *********************
/ '-...c--....
/
/ ........ ....
--- :::-.:::::*::.....-...:.:*~ _, /
IOOL______JOL------------L------------IL2_P_M_________!______~--~2l4----------_j~----------~12~P~M~------~----------~24 ------ Rev. 0 FIRST DAY---~~-------------SECOND DAY------------------4~~~----------------- THIRD DAY ----------_.,-1 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT TIME (HOURS) Figure 2.4-39 Flood at Junction of Neosho and Cottonwood Rivers
DJIIt FAILURES AT JOliN REDHOND, COUNCIL C.P.QVE, HARION AND CEDAR POINf DJIIt STANDARD PROJECT FLOODS WERE INCLUDED AT COUNCIL &ROVE, HARION AND CEDAR POIIIT. I JOliN REDHOIID DAH 2 1110 HILES DOWIISTREAH FROM DAHSITE 3 THREE HILES DOWN STREAH fROM DANS I TE
~o~h\-7)D~I--~----~------+------r------r------r----~------~ It NOTE:
SIX HILES DOWNSTREAH FROH DAHSITE PLANT SITE &RADE FAR ABOVE KI\XIHltl FLOOD STAGES ON NEOSIIO RIVER, ~ r SY ~ 4000~~~--~~~~~~~--~~------~--------~--------~--------~---------t---------; ! ! / . .\~,, ~ ~ ~-~~~
*~ 1_.4/____~1--\\~~~~~~~~'-'~,~~------+------+------+-----~------~
1 I 0 2000 ...
'I I "' **.' "
I "'\ *****~,,
/1 il /
~~~~ ~~~..~~ WOLF CREEK Rev. 0
- , I ~.- ...-.."""':===-=
. ...--.-::-.....................':':'.:; =.:-: UPDATED SAFETY ANALYSIS REPORT
~I oo!----------l---------~------~~--------4~--------~5--------~s--------~7~------~e Figure 2.4-40 TIME, HOURS Multiple Dam Failures Flood Translation
8000r---------~--------r-------~---------r----~--.---------r--------.--------. STANDAAD PROJECT FIDOO AND D/111 FAILURE AT JOliN REDHOND DAM, COUNCIL GROVE, IIARION, AND CEDM POINT DIIHS. 1 JOHN REDHONC DIIHSITE 2 1\10 HILES DOIIIISTRE/111 FROH DAIISITE 3 THREE HILES DOIINSTRE/111 rROH DIII1SITE r\/f) 4 SIX HILES DOIINSTREJ\11 FRDH DIII1SITE ~0~~~--~-------+---------l--------+--------+--------~------t-------~ NOTE: rLANT SITE GRAD[ FAA 1\BOVE HAXIHltl HOOD STAGES ON HEOSIIO RIVER.
.. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT ofi-------L-------L-------L-----~~----~~----~~----~------~
0 2 3 4 5 6 7 8 Figure 2.4-41 TIME,HOURS Multiple Dam Failures with Standard Project Flood Translation
!-----:::-CONFLUENCE OF WOLF CREEK 1020 .. ,_,.,,,,- ,-,_*,,*.; ~ .*.*;*>' ~:@*-t----1----t----1--f--t--r-AND NEOSHO RIVER VALLEYS
~
0 2 3 4 5 6 7 8 DISTANCE FROM JOHN REDMOND DAMSITE (MILES) Rev. 0 RESULTED FROM DAH FAILURE OF JOHN REDMOND DAH RESERVOIR WOLF CREEK COINCIDENT WITH THE SPF. UPDATED SAFETY ANALYSIS REPORT 2 RESULTED FROM DAH FAILURES OF JOHN REDMOND, COUNCIL GROVE, MARION AND CEDAR POINT RESERVOIRS COINCIDENT WITH THE SPF. Figure 2.4-42 3 WOLF CREEK DAH SPILLWAY CREST
- 1088 FEET 4 NEOSHO RIVER DAH Maximum Flood Stages of Neosho River near the Wolf Creek Dam 5 ELEVATIONS AND LOCATIONS FOR WOLF CREEK COOLING LAKE DAMS; ALSO SEE FIGURE 2.4-1.
- I
-I
£U!\Ut.l1Dt.JS ~ ~! ~t,,..,.,.
f!t..eVA"flOt.K,, 'IU&TfPKf ")no AU T~ OeTAIIJ O.*.lt. to. t-44l el.EV'ATiotJI:. Rev. 0 WOLF CREEK SAFETY ANALYSIS REPORT Figure 2.4-43 Auxiliary Spillways
I 'c:0"'
. ~
N 0 lol ..... Ul
=
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. ~~,.....:
DETAIL-E Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-44 (Sheet 2 of 2) Auxiliary Spillway Plans
8 T I j I I 0 CD I I I f!i
~
I ~ 0 u.. I () (/) 0 I I ~ ~ z I i 5
~
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§ 0 *1-s*w '3A08~ .l.'33.:J N I NOll VA31'3 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-45 Tailwater Rating Curve, Wolf Creek Darn
.. ' 1"-....
**~ ** 1'.
!/) II.. u *, I YEAR
&* 2 YEARS 5 YEARS
~ e' ~ YEARS
* ' li YEARS 3 YEARS 3:
0 ....I II.. 3: """ ' 2 YEARS 0 ....I
~I YEAR Rev. 0 1.0 1.1 1.2 1.31.4 1.5 2 ~ 4 5 6789 IO 20 30 40 50 100 WOLF CREEK RECURRENCE INTERVAL, IN YEARS UPDATED SAFETY ANALYSIS REPORT Figure 2.4-46 Low Flow Frequency Duration Curves for Neosho River at John Redmond Damsite
1090 t-w w IL ~ z 1080 0 t- <( w ..J w w ~ <( 1070 ..J Cl z ..J 0 0 0 1060 JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958 1959 1960 1961 1962 1963 1964 Rev. 0 NOTE: ONE UNIT AT 100% AVERAGE ANNUAL LOAD FACTOR. WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-47 Simulated Cooling Lake Drawdown Analysis - 1951-1959
U JD"
~.1080' IU-.1070'
£1..10(>0' Lor-~ G ITUOit-JAt. *S~GT 10~
~AI..i: IIOP.I'Z.O~Tb.l.. 1"*100'-0" 111!-P.TIGA\.. 11
- IO'*O*
EL.~' EJI.I~T.t:iAAD&\_
~*
--------- s iL.IOIIO' Rev. o 1!1...1070' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-48 Ultimate Heat Sink, Intake Channel Sections TI2.ANSVE:J45f. Se.Gj(OtJ
'i>C:.A.\..E ; 1-lOiti'ZOIJTII.I.. I"
- IOO'*o*
V~P.T I U.L 1° *10'*0'
SfA* LOCP..llON lloN 1-JO(qH eAST I ~4.~'6 2,80,.~~ 2 5&4,,fol 2.~."2
~ !J&4.40!io z.~.*n' 4 614,44& 2,&I0,2U.
~ 584,41S 2.&10,680
~ 5&4,,00 'Z.&ID,&~
7 584,060 'Z.&ID,45o 8 5&,,<JSO 2,&IO,fo9& 9 se~,G.1o 2,&10,2~ 10 ~~'*"'"0 2,610,"0 II !iU,I~O 2,610,04~ 12 5&5,0~ 2,81D,320 2,8o<J,8!i0 13 582,'-&S 14 !S&'l, ~"& 2,610,120 58~,55() 2,&10,530 S62,US 2,610,520 S&2,(,5o 2,&11,017 I& 562,,20 2,6ll 1 01S 5&2,7"aO 2,611 510 2D 5&2,420 2,&11,$00 I 0 GRAPHIC 8CALB Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-49 Location of Sounding Stations in Ultimate Heat Sink
~= Rev. 0 1/00e TOPOGRAPHIC* CONTOURS (SO FOOT INTERVALS) IOOD- WATER TABLE ELEVATION CONTOURS (10 FOOT INTERVAL WOLF CREEK FROM DATA GATHERED DURING WELL INVENTORY. (SEE UPDATED SAFETY ANALYSIS REPORT TABLE 2.4-29). Figure 2.4-50 ARROWS SHOW DIRECTION OF GROUND..WATER FLOW.
REFERENCE:
Water Table Contour Map within 5 FIFTY-FOOT TOPOGRAPHIC CONTOURS FROM U.S. GEOLOGICAL Miles of the Site SURVEY QUADRANGLES FOR NEW STRAWN ( 1971); 0Tltll1WA (1970), WAVERLY SE (1971), ALICEVILLE (1971}, BURLINGTON (1971} AND JOHN REDMOND DAH (1966}; 7.5 MINUTE SERIES.
A IL~r:~;*;.~~~I BOUNDARY A' E22N- EI4S- ' E37N- E43S- EAST-B-7 B-10 B-4 1100
/0~
102~ 102~ 100(} Plw, Plww,IPiwa 9T~
~
9~0 ~
~
Plwl 92~ § 900 8T~ 8~0 8Z~ 800 TT~ FEET
&00 0 000 1000 lv!; j VUHU.l liAC.GEU.TIOIIt
='
201 SIJAllf>RAPHIC COlU... , Rev. 0 !!9.!ll: !.!!'e!!!l!.!!!!= raWRE :t.lo-Sio StOWS lOCAliON Or CkOSS*UCTIOM A*A' 0 AVU.AG[ WATfA UVU llEVUIOIII IN fl[J (AlL *vU.AC.£5 fOR JUNE, 1971t, lltlPl ill!!!!. SffllollCIIAJ>tUC ...:HBUI
~~~ ~Lt!!!!.! WOLF CREEK ClAY U((K liHlSlONE MUte(*
- 2. riWAE :t.S-Id SHOWS OliAil£0 SITE SJI\AIIGUPHIC 1-7 AVUAG£0 fOJt OCTOIU, 1913. 1*7 NOt I"')NITOA£0 ArTU OCTOIU,, 191J.)
Pkc IPiww WII.LIAMS.BUilG COAL lEO UPDATED SAFETY ANALYSIS REPORT tOLUHM. Fkip JlUSON PUa; SHAl ( NHBU Plwa AtuUUIIA lllilSIONl KEHiflt WATER TAIL( J. TABL[ 2 .... )2 ti!.IS PIUOHlHfl WAT(It UVEl RUOIICG'i.
* - - - - -
- PLAHSKJUIH POl[NJIOtiTliC SlltU.U Pobu HEI..It'IADUI SIIAU HUIStA Plwl IRilAHD SAHDSfOME Hlttl.ER Figure 2.4-51 lo. HIVATIONS RH[It TO USGS DUutt. Pop PLAITSP'OUTH lltii.SIDN[ HlHilA IPiwr ROBBINS SHAI ( HI HB£11;
- * - * - * - * *TORONIO POTENTIOttllliC SUlrAC[
S fH( (fi0'>S*HUI0N ANO WAUR lhllS SfiOWN Rfi'RIS(tll OUR (VAlU .. IION or Till HHT PII.08UL( CONOIIIO!i'i 11"'>10 - - - - IIIli AND POl(NliOMllfiiC S\MrAC( IPou UMOIHUENll.ltfO HUBNUl Stull lUYfNWOSITII llf11'STONI lHD Plwh HASillll liHlSHJNE HUtiEII Generalized East-West Cross-UPON INHAPRlUTION or PJI(!l.(HfiY AVAilAIU OAU AND SNYO(AVILU SttAU HfJ10fRS p., VIMlANO Stl< Hlt\IUI Section through Plant Site IIVIEW or INfOIIIH.lliON 'USIItllO IN r!C.Uflt'5 2.lo-S7. - - - TONGANOII( POTlNTIOHtfliC SUlfACl J.t.-S8 l.lo-S'1. 'l.S*IIoa. 'l.S*I.. b. J.S*U. lNO 2.S*lJ.
"HINIV(II '50Hf VJfiiAIION or IJiUI'OURfACI (OfltOITIONS Pol tOIIONlO lltV.SlUN( tV.,_.U Pow WlS"tiALIA l1Hl510NE f'll'ti[R Showing Potentiometric Water lllWUN.IIOR(HOUS tt.J'il II( liPlCHD . PI* UNNA/'0 lA~lNCl Slloll ( Nt1flfR IPs I IONGAtllll( SAJCO\ION( Hf.M8111 Levels
-~-
10 IZ
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I
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~-
A ""' 205 RANG[ 1 5[ -' PIIOHIIn LOCATION I ""' 205 RANGE 16[ 0 VACANT 011 AIAIIDONED LOCATIIOU~"t---+----+-E -+---+---+---1 C N' 215 RANGE 15£ s;;a NC111MAL I 0 NP 215 RANGE 16£
~ FLOOD
~
CONTitOL POOL
!!!I 111
£ T'WP 11~ AA~G£ 16£ a.:la.:
*a.n 0 I
~:
SITE BOUNDARY COOLING LAKE AT NORMAL OPERATING LEVEL (1087 FEET) Rev. 0 AREA OUTSIDE SITE BOUNDARY OWNED BY APPLICANTS WOLP CREEK UPDATED SAPETY ANALYSIS REPORT Figure 2.4-52
REFERENCE:
GENERAL KANSAS; HIGHWAY FIGURES HIGHWAY MAP OF COFFEY COUNTY, PREPARED BY THE KANSAS STATE DEPARTMENT. 2.1-3, 2.4-52, 2.5-2 (FSAR). Well Inventory within 5 Miles Relative to Coolin~ Lake and Property Boundary
.. COFFEY *-*~ , ..__ ... C.ouNTY
.* l * . . . I"*'
. I .'
r*.
'*'\..; .... :**
.*. -r*
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- COUNT.Y I
I 1*.
, MILES
' f 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-53 Municipal Ground-Water Supplies ~
REFERENCE:
within 20 Miles of the Site USED ON U.S.G.S. TOPOGRAPHIC QUADIIAIIGLES1 HUTrHtNSON, IIANSAS
- 19SS JOPLIN, MISSOU-1; IIANSAS
- 1951t LAWRENCE, IIANSAS; MISSOURI
- 1956 Rev. 0 loiiCHITA, IIANSAS
- 1955
Ul
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1 WQ.tf:'l~ I. INh:l!.ftl OCf'M JOt l$11 .. , PO-*, ..,. ' SIIIU
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- t. Untl!fiW.~~nNCt~s.t*tm vtun cttPtJ ns:m ., ff<<.o ~~*
~;::,.-::_~~~IO'~f~~U~1~S.
- 3. FIGURE 2.5-98 SHT. 2 SHOlfot.i THE LOCATION OF B-100-SERIES BORING DRILLED FOR THE REPLACEMENT ESVv'S PIPING.
- 0 ... ...
Rev. 28 / WOLP CREEK UPDATED SAPETY ANALYSIS REPORT Figure 2.4-55 Location of Piezometers, ESW-, HS-, and P-Series Borings
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Sheet 1 of 18) Variations of Water Levels in
- THIS PORTION OF HYDROGRAPH NOT SHOWN. Piezometers SEE TABLES 2.4-32.AND 2.4-33.
Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Shee~ 2 of 18) Variations of Water Levels in Piezometers Rev. 0
WOLF CREEit UPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Sheet 3 of 18) Variations of Water Levels in Piezometers Rev. 0
I -1, ,_, OVIRIU"DIN-
/090 TOOONTO 1080 - - - .. - - .
-** -- ----- ri I
. . I ~---.
. ----------{-- . ,
I L I
**- ---*- *-- ~
I !
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I
~
1060 HEE&Nllll-
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. . ; '1! ! ~ h- ~; .. ~~ ';
-.-:1_;
_______..I _____________
.u ~ .~.Jc__,_~l_x~:~ -- ~-\:*]_~;i__Li_~Il=~.l~ ~C~-&-*;*-§*-~ ~ ~-T~ ~
/040 **-*-*-
- 1... ~---~- ;I !. ---~- _'; l_ :~--~ ~i -~ i ~ l; Rev. 0
;:o r s. .. ;*J 74 7D *~ . .ll WOLF CREEK..
DPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Sheet 4 of 18) Variations of Water Levels in Piezometers
WOLP CRBBit
.UPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Sheet 5 of 18)
Variations of Water Levels in Piezometers Rev. 0
Ill$
**** P-1 I ' : : . i INYDIRVILL~-: ! : , :
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-* * . *--*;: . -. WOLF CREEK
.... UPDATED SAFETY ... ANALYSIS REPORT Figure 2. 4*~6 2 Snowload Distributions and Coefficients
\
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REFERENCE:
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WOLF CR K UPDATED SAFETY ANALYSIS REPORT Figure 2.5-7 (Sheet 1 of 3) Structure Contour and Lithologic ap of Precambrian Surface in Kansas
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WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-7 (Sheet 2 of 3) Structure Contour and Lithologic Map of Precambrian Surface in Kansas Rev. 0
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~----- 1 I1110RIHE~SHRII KM$AS AIID BOUGIU GAAVIIY Mr Cf SOOIIIfoi.SifR!IONSAS.
~~~lf.tllP GRAVITY ri(LO ~ I!IF lARIII 111 llllllf.AIS (OIIIOIIaiNifRYALIIUIIIr.Al Rev. 0 OPDATED IS REPORT Figure 2.5-Ba IW'RlHRliiCES:
YARG£1, H., IE., 1., IIDBEITSOII, 1.. OOIItmS, I,, 1980, ICU'HI Bouguer Gravity Map of Eastern GRAVITY IW' (J' IIJIIIl!lASl(RII KAII5AS: I:AIISAS G£D1.CWiiCAl SUIIYI.Y, OPU FlU oV'IIIll. 1980, StAlE: 1:500,00). Kansas YAR6£R,II.,I.N!,( .. SOO!IY,R.,MRTII,A,Rfllll,li .. AIItl Sl£[1\ES, D.. 19!11, BClnlll GRAVITY IW (f SWTI£ASTERII KANSAS: WSAS (i[Cl.IJGICAI.. SURV(Y, (1'[11 flU S(PTUIIIJ, 1981. SO.U: 1:500,:01.
~
-~-
1 IL..._"'ilo
!~*~:.-::~..: ~:*::?:s?~:l.,
UPDATED IS REPORT Figure 2.5-9 Regional Aeromagnetic Anomaly Map Rev. o
; () '*'
(! J I ( [;. Ill 0 2!1 !10 7! UI'LANATIOII IIlLI: I 1::::: :I a.ASTIC ROCKS u:wuNAWu 1::::: ..... I ~*:~~lcR':t':~K UNDERLAIN { I
- IMAriC IIOCII u.J:A.II (!L_ ___,!IIAIDRIIT ROCKS Rev.
REFERENCES:
Figure 2.5-10 KING, E.R., AND ZIETZ, I, 1971, AEROMAGNETIC STUDY OF TliE MIDCONTINENT GRAVITY HIGH OF THE CENTRAL UNITED STATESc Extent of Midcontinent Gravity GEOLOGIC SOCIETY OF AMERICA BULLETIN, VOL. 82, PP. 2187-2208. High
~
QUATERNARY
~ TERTIARY ~
(.) CRETACEOUS 0 N 0 NW U') JURASSIC I.IJ
- E TRIASSIC PERMIAN PENN SYLVAN IAN MISSISSIPPIAN
(.) 0 DEVONIAN N 0 SILURIAN I.IJ
..J <t a.. ORDOVICIAN CAMBRIAN SE SE i SE s i ~ ~ SE i ~
sw Cil
- E
<t
(.) I.IJ a: a.. t
?
!PLAN 11 N NOT!S: t UPWUD IO~UIENT
--1. LOCATIONS OF TilE VARIOUS S'TRUC'T\JRES ARE SHOWN ON Fl GURE 2.5-4. l DOWN\IARD IOVEHENT t-., 1 l~liNC Willi OI~ECTIONA~ ~"OTATION
- 2. TABLES 2.5-1 TIIROUGH 2.5-6 DETAIL TilE CHAR- "\.1 UNCONFORHI 1 I ES ACTERISTICS OF TIIESE STRUC"TlJRES.
- FOR & SHORT PERIOD OF TIM£ DURI~C TH£ MISSISSIPPIAN*
3, FIGURES 2.5-15, 2.5-16 AND 2.5-17 SHOW TilE VARIOUS P[NNSYlVf,NIAN, TH£ POURBON AP.CH lOVED UNARO RElATIVE HINOR FOLDS AND FAULTS ASSOCIAT!O WITII TIIESE TO THE FOREST C1 TY ANO CHEROKEE BAS IN~ (SECTION 2.5 1.1.5.1.11), STRUC"TlJRES. Rev. 0
REFERENCES:
WOLF CREEK HODIFIED FROH: UPDATED SAFETY -ANALYSIS REPORT I. ARBENZ, J.K., 1956, TECTONIC HAP OF OKLAHOHA SHOWING SURFACE STRUCTURAL FEATURES: OKLAHOI1A Figure 2.5-11 GEOLOGICAL SURVEY, HAP.
- 2. Hc:CRAKEN, H,H*., 1971, STRUCTURAL FEATURES OF HISSOURI: HISSOURI GEOL. SURVEY AND WATER RESOURCES, R.I. NO. 49, PP, 8*67, PL. I,
- 3. HERRIAH, D.F., 1963, TilE GEOLOGIC HISTORY OF KANSAS: KANSAS GEOL. SURVEY, BULL. 162, PP.
179-253, FIG. 124, Structural Evolution of Regional Tectonic Features
z u 0 10 IIIJ'IOI "-- - - - - ...... .
,:,, 1**-**-*-*-.. - ....
I -::::::... .-..,, i 1------l F'MCAMIIRIAN Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT 1, cou, '*'** 1t7t, ti'IIIM*nn or "" '"or ....:c-*t* IIIClJ ltlNIW: IINISAS*CIOLOCit.tllldi.-:I,MIIto7,SCM..I I f'UIIIOCU"' ,..,l.l.lll lUll Oil lUI 110111 UUUil IJQ10Wf.II(.I,OffMISI11UIMiotlllll .... l Figure 2.5-12 1:500,000. lltiQUOO/IIIOIII(IIIUU'II .... Dt!OIIf "'"Ill.
- 1. _ _ ,1t7J,N"llfC:Oit'UIIIUfiDt, II f\IO(fllt MffiUAU!M.tUJ, llllltlllnL JIIU.(.I J, =:!!ic!i"w.~~*.~t"i:..~~~.:..~~~UIIJAI:
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Generalized Site Stratigraphic '* :!:"cr:l~'ic~!~~-~:_~~*~,~:*~*:_,":?.s' I. IIICUIIISI\Oflllfrr""AIIOIIIOCMIIPOUCIIIIII llU""IfO-fiOIIalt U'OIIIOIIIOOlUtiUt Column tHtlllL', ... \DIIIUIIII(IIIUUIU.tUfiMtll. '* =~:~.!Jlo,":c c::~,~,;!*;,~l.;::::,::,,..,,., II UIII,_.J: UlfU$ ClDUXIC"l ldiYfl, 11-'.L, I,J, W, '-1,
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60
- X X** **"*
- BOUGUER GRAVITY X X (U.S.G.S. 1964) X
.-x :.xe COMPUTED *
.x
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~
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10 20 KM VELOCITY KM/SEC (OENSITYJ 0 27 l GM/CC MIL.ES 3.5 (2.42) 4.7(2.60) 5.3(2.72) 5.6(2.82) 6 4(2.94) 6 9(3.08) Rev. 0
REFERENCE:
WOLF CREEK OCOL.A, L.C., AND MEYER, R.P., 1973, UPDATED SAFETY ANALYSIS REPORT CENTRAL NORTH ~ERICAN RIFT SYSiEM, STRUCTURE AT TH~ AXIAL ZONE F?.0/1 Figure 2.5-13 SEISMIC AND GRAVIMETRIC DATA: JCUR. OF GEOPHYSICAL RESEARCH, VOL. 78, ~0. 23, PP. 5173-5194, FIG. 10. Model of Iowa-Nebraska Segment of Midcontinent Gravity High llQl!: LOCATION OF PROFILE IS SHOWN ON FIGURE 2.5-10, ~------------------------~~-----------------------*-4
B s'
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- 1. DRAWING MODIFIED FROM LYONS, P.L., UPDATED SAFETY ANALYSIS REPORT 1959, THE GREENLEAF ANOMALY, A SIG*
NIF ICANT GRAVITY FEATURE, !!! Figure 2.5-14 HAMBLETON, W.W., (ED.), SYMPOSIUM ON GEOPHYSICS IN KANSAS: KANSAS GEOL. SUR., BULL. 137, PP. 105-120, Model of Kansas Segment of FIG. 5. DIRECTION OF RELATIVE Midcontinent Gravity High MOVEMENT ALONG FAULT IS AS *INTER-PRETED BY LYONS.
- 2. LOCATION OF PROFILE IS SHOWN ON FIGURE 2.5-10.
~*
~
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~ LOtAIION Of IORIHCS IHIO tlRtULM C(Ol'IIYSltAL A-"lllS
.**I.AfiDSAf LfHlii(NJS tO~RliAJIHG 111m
.** JRINDS OR SIRuttURlS.ON THf PRlCNt-
- IRIAN SUftfAU MAP.
I.NIOSAT Lfll(N1lNJS tORRUAIIHG 111m fUNDS ON rnr AlROtOACHlllt HAP,
/
MP ltfHRlNU~ YAICtlt. H. l.
- ll08£11SON, R.I., AND
\llNUA .. D, ll. l.. IN rAfSS. A[ROHAtN(JI[
Mt OF lASrfltN ttAHSI\S: r.ANSAS CfOLDGIC SURV!Y, HAP H*U, S<Aif I :SoO,OOO, ll<tlUUY, J,R., DlllWIG, l.l, AND DAVISON, f. t,, 1918, IIIHOSAf LIHlAII(HIS Of !ASIUH kANSAS: f.AHSAS tlOIOOlt SURVlY, HAP H*ll, StAll 1:500,000. F[(f 10 0 10 20 50 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2. 5-14a Composite Hap - Aeromagnetic Intensity and LANDSAT Lineaments ,. 98°
. I '..:: ~:- UX'-*n
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/
I
.,_, fttFEfttMCt:
YARGER, H. l., MIEftTSOM, R,ft., AND WlNTLAND, ft. l., IN PRESS, AtftOHAGNETIC HAP Of EASTtftH KANSAS: KANSAS GEOLOGIC S~vtY, HAP H-12, SCALE 1:500,000, llc:CAUlEY, J.ft., DtllWIG, l.f. AND DAVISON, E. C., 1978 LANDSAT LIHEAI!ENTS Of EASTtAN KANSAS: KANSAS GEOLOGIC SUftvtY, HAP H-11, SCALE 1:500,000. FEET 10 0 10 20 r---------~NOL~ ~K~~~ UPDATED SAFETY ANALYSIS REPORT
)
Figure 2- 5-14c.
' Composite Map - ~eromagnetic Intensity and L~NDS~T Lineaments Rev. 0
' ~
-~-
1
~ LOCATION Of BORINGS INTO CIRCULAR GEOPHYSICAL ANOMALIES
.* LANDSAT LINU\ENTS CORRELATING Wlnt
.** TRENDS OR STRUCTURES" ON THE PRECAH-
- 8RIAN SURFACE KAP.
LANDSAT LINEAMENTS CORRELATING WITH TRENDS ON THE AEROMAGNETIC HAP.
/
HAP REfERENCE: COLE, V. B., 1976, CONFIGURATION ON THE TOP Of PRECAMBRIAN ROCKS IN KANSAS: KANSAS GEOLOGIC SURVEY, HAP H-1. SCALE 1:500,000, llc:CAUL£Y, J.R., DELLWIG, L. F., AND DAVISON, E. C., 1978, LANDSAT LINEAMENTS Of EASTERN KANSAS: KANSAS GEOLOGICAL SURVEY, HAP H-11, SCALE: 1:500,000, FEET 10 0 10 20 30 WOLP.CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-14d Composite Map - Precambrian Surface and LANDSAT Lineaments
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)
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- 1. UASE ~AP COMPfl£0 fROM UIHHO Sf A![~ C.fOI OGICAI. SIIHVf.Y, YNI_ff.IJ
.SITE ~TAT[~, WASIITNGTOrl, o.r.: 1961.
'* ..... Z. NUMOERiflG SYSTEM RHERS TO TABlES 2.5-A TIIROUGII 2.5-12 . \
- 3. r*ui.TS ARE NUHBERfO Wllllfll EACH SlAT£. Til[ NlffiP.fRS ON Til[
FIGURE CORP.JSPOND 10 TilL fllJHUERS IU 11![ TARL[ Of fi\Ul TS fOR THE PARTICIILAR STATE. f
~ 4. DETAILS /\NO REFERENCES fllR 111[ JrmtVI!llll\l f/\llllS TAINfO IN TABlES 2.5-8 TffORUC.II 2.>-IZ.
An.[ CON-
! I ...
.. S. FAUlTS WITIIIN OKLAHOMA ME DETAILED 0" fiCUtU 2.5-17 *
' ~
II I
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~~ .. ..
MILES 25 0
~,;;;1 __
WOLF CREER UPDATED SAFETY ANALYSIS REPORT Figure 2.5-16 Regional Fault Map Rev. 0
I
--~
KANSAS t, vI
'r
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... to"'
I {"" \
'\
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FAULT, HADIURES ON llrPRENTLY
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NOTES:
' I. BASED HAP HODITIED TROH UNITED STATES GEOLOGICAL SURVEY, UNITED STATES, .
'.- VASIIINGTDH D.C.; 1961.
' I. liiE NI1118ERS ON lilt FIGURE CORRESPOND TD liiE NUIIBERS IN TNILE 1.5-1).
I l I ,,
). DETAIL AND REFERENCES TOR 111E IN° lVIDUIIL FAULTS ARE CONTAINED IN TABLE 1.!* 1).
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i .*., Oklahoma Pault Map Rev. 0
/
I
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v I EXPLANATION: CONTROL PO I NT MAPPED FAULT PROBABLE FAULT . STATE BOUNDARY COUNTY BOUNDARY
. NOTES:
- 1. MODIFIED FROM McCRACKEN AND ~1cCRACKEN, 1965
- 2. MAP IS CONTOURED ON BASE OF ROUBIDOUX FORMATION.
sc .. l (
~-~-..:.-~_;_.;;"_:3 CONTOUR INTERVAL IS ~0 FEET WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-18 Location of Control Points for Chesapeake Fault Zone for Missouri Rev. 0
r I I OSAGE (-~~-\')0 I I I II FRANKLIN II I I I COUNTY\! 0 LYON f LINES - .l.J f.--- I 1 --- ~----------- I I 1 I PLANT SIT£1 I COFFEY *,I Avon Field Q I ANDERSON WOODSON ' GREENWOOD I
~
~~~
OJ 0 I IIIIL.ES O* 10 EXPLANATION D OIL AND GAS LOCATIONS Figure 2.5-19 Oil and Gas Fields
- (CL
- CIC.:.L Sr.;lvt:Y
- Locat1on
°f Rev. 0 t:SCIO,:co.
I
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1 UPLAHATIDN: S DRY HOU
- PRDDUC INC IIHl Q MAHDONED lOCATION lllTtS:
I. INF"OR/IATION COI1PLETE TIIROUCH AAY II. 1991 J. II\II!ERING SYSTE" RHtRS Til TAelE 2.5-16. MILES 0 I Rev. 0 OPDATED Figure 2.5-20 Location of Oil Wells !AS[ AAP HODIFI£0 FRO" GENERAL HIGHIIAY "AP, COFfE.Y COUNTY, RAHSAS. STArt HICHVAY COHPtiSION 0, KANSAS, 1969.
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, 1 :.._t:. .
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OPDATED SAFETY ANALYSIS REPORT l'op Figure 2.5-23 Bedrock Geologic Hap - Category llflll[!!!_* DA-104. Area lalliiiG lOUIIOII rtlJI. UHS fOlie OUtlllfl:
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EXPLANATION I BORING LOCATION AND NUMBER TEST PIT LOCATION AND NUMBER t~~kf'r6N Rg~~E~U~~k BORING 060 30 FEET 300 600 -7000 BEDROCK CONTOUR INTERVAL IS 5 FEET Rev
- 0
~ WOLF CREEK ORT UPDATED SAFE TY ANALYSIS REP FIGURE 2.5-25 I
REFERENCE:
BEDROCK TOPOGRAPHY CATEGORY i AREA
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~~~~o~~~~~o~._~*oo WO!.F CREEK UPDATEn SAFETY ANALYSIS REPORT Figure 2. 5-30 Plot Plan - Categocy I Area Rev. 28
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EXPLANATION OF SYMBOLS FOR SAMPLES EXPLANATION OF TEST DATA SYMBOLS ll LIQUID LIMIT INDICATES TilE NUMBER Of BLOWS REQUIRED TO DRIVE A STIINOARO PL PI 0 Om W PLASTIC LIMIT PLASTICITY INDEX DRY DENSITY (POUNDS PER CUBIC FOOT) MAX HIUH DRY DEUS ITY (POUNDS PER CUBIC FOOT) MOISTURE CONTENT (PERCENT) I 13 II PENETRIIT ION TEST SAMPLER I FOOT WITH A 140 POUND HAM11ER FALLING 30 INCHES INDICATES OEPHI OF STANDARD PENETRATION TEST (2" 0.0. SPLIT SPOON SAMPLER) Wo OPTINUM MOISTURE CONTENT (PERCENT) S SHEIIR STRENGTH (POUNDS PER SQUARE FOOT) INIJICATES THE NIIHBER or BLOWS REOIIIREO TO DRIVE A DANES & Sp Sy P Q E PEAK SHEAR STRENGTH (POUNDS PER SQUARE FOOT) YIELD SHEAR STRENGTH (POUIIDS PER SQUARE FOOT) CONF IN lNG PRESSURE (POUNDS PER SQUARE INCH) UNCOUF I NED COI~PRESS IVE STRENGTH (POUNDS PER SQUARE FOOT) I~ODULUS OF ELASTICITY (POUNDS PER SQUARE INCH) I MOORE TYPE U SAMPLER I rooT WIH1*A. )110 POUUO 11/IMI*I[R fAlliNG 24 INCHES
- 13. INDICATES OEPTil OF SIIMPLE OATIIINEO HITH 01\11ES & IIOORE TYPE U SAI\PlER (3.25" 0.0. 2.'*2" 1.0. SPLIT SPOON SI\11PLER) ld SLAKE DURABILITY IUOEX (lVIO CYCLE TEST)
Kr RECOHPACTEO PERMEABILITY (CEIIT I METERS PER SECOND) P INDICATES SAMPLER PUSHED TO OBTAIN SAMPLE Ku PERI*IEIIB I LITY OBTAI NED FROM UNO I STURBEO SAMPLE (CENTIMETERS PER SECOND) 0 INDICATES DEPTH or SAMPLING ATTEMPT WITH NO RECOVERY I* RESULTS or PARTICLE SIZE ANALYSES ARE .SHOWN 1!1 INDICATES DISTURBED SIII1PLE; OU TEST PIT LOGS INDICATES ON FIGURE 2.5-90 ZONE or GRAB SAHPLE 2* CONSOLIDATION CURVES ARE SHOWN ON FIGURES INDICATES SAMPLE OBTIIINEO BY CORIIIG WITil II 2-3/8 INCH 2.5-88a THROUGH 2.5-88j. INS I DE 0 IAHETER DEIHl! SON SAHPLER 3* CLAY MINERALOGY IS SHOWN IN TABLE 2.5-43 INDICATES SAMPLE OBTAINED BY PUSHING A 3 INCH INSIDE DIAMETER SHELBY TUBE 4* SWELLING POTENTIALS ARE AVAILABLE IN TABLE 2.5-44 5* RESULTS OF RESONANT COLUMN TESTS ARE PRESENTED IN TABLES 2.5-40. 6* RESULTS OF DYNAMIC TRIAXIAL TESTS ARE PRESENTED IN TABLE 2.5*42 AllrJ ON FIGURE 2.5-92.
~
~ ..
5~ PERMEABILITY OBTAI NED FROM BOREHOLE PRESSURE TESTS.
~~
~ HORIZONTAL SOLID LINES SEPARATE TESTED INTERVAL.
f--- ZERO (0) VALUES INDICATE NO WATER WAS LOST DURING PRESSURE TEST lNG. Rev. 0 WOLF CREEK 90% PERCENT RECOVERED INDICIITES TOTAL AMOUNT OF CORE RECOVERED UPDATED SAFETY ANALYSIS REPORT FOR EACH RUN, EXPRESSED AS A PERCENTAGE OF THE TOTAL LENGTH OF THE CORE RUN, RQO ROCK QUALITY DESIGNATION Figure 2.5-32 (Sheet 1 of 2) A MOOir!EO CORE RECOVERY PERCUITAGE IN ~IHICII All THE PIECES or SOUND CORE OVER 4 INCHES LONG ARE COUNTED AS RECOVERY. THE MODIFIED SUM OF CORE RECOVERED IS Explanation and General Notes for THEN EXPRESSED AS A PERCENTAGE OF THE TOTAL LENGTH OF THE CORE RUN. Boring and Test Pit Logs
!!Qill.
ELEVATIONS REFER TO U.S.G~S. DATUM. VUGS INDICATES THE ESTIMATED RATIO OF VUGGED CORE SURFACE AREA TO TOTAL CORE SURFACE AREA. SANDSTONE 70% INDICATES THE VISUALLY ESTIMATED PERCENTAGE OF SANDSTONE BY VOLUME TO THE TOTAL VOLUME OF !HE CORE OVER THE INTERVAL INDICATED. 60° REPRESENTS 60 DEGREES MEASURED FROM A PLANE PERPENDICULAR TO THE LONGITUDINAL AXIS OF THE CORE. OCCASIONAL REPRESENTS 0 TO 10 PERCENT BY VOLUME NUMEROUS REPRESENTS 10 TO 50 PERCENT BY VOLUME CLAYEY REFERS TO SHALES WHICH HAVE BEEN ALTERED BY WEATHERING OR .GROUNDWATER ACTION, USUALLY ALONG THIN, HORIZONTAL BEDDING PLANES. THE ALTERATION HAS DEGRADED THE SHALE INTO CLAY PARTICLES, THEREBY SIGNIFICANTLY REDUCING __ THE STRENGTH IN THE CLAYEY AREAS. BEDDING TERMINOLOGY THINLY LAMINATED - LESS THAN 0.001 FOOT LAMINATED - 0.001 FOOT TO 0.01 FOOT THIN BEDDED
- 0.01 FOOT TO 0.1 FOOT MEDIUM BEDcrEO - 0.1 FOOT TO 1.0 FOOT THICK BEDDED - GREATER THAN 1.0 FOOT WEATHERING TERMINOLOGY SLIGHTLY WEATHERED ROCK IS SLIGHTL~ DISCOLORED WITH A SLIGHTLY LOWER STRENGTH THAN UNWEATHERED ROCK.
MODERATELY WEATHERED ROCK IS CONSIDERABLY DIS* COLORED WITH A SIGNIFICANTLY LOWER STRENGTH. THAN UNWEA-THERED ROCK *. HIGHLY WEATHERED ROCK IS DISCOLORED AND WEAKENED SO INTENSELY THAT 2*1NCH DIAMETER ROCK CORES CAN BE BROKEN READILY BY HAND. \vET STRENGTH IS USUALLY MUCH LOWER THAN DRY STRENGTH. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-32 (Sheet 2.of 2) Explanation and General Notes for Boring and Test Pit Logs
- MAJOR
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SOIL CLASSIFICA 'l'ION CHART Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-33
- Unified Soil Classification System
BORING 8*1 ....
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- - - 98$ O.I'SOFT CLATET SHALE LAYER AT ll.6' SANDSTONE lOS AND SILTS'TONE 25X nlOM 33.8' TO 42.9'
.2 100 14 60 1.7al0"1 100 20
-980 SANDSTONE 401. AND SILTSTONE lOS nlOM 42.9' TO 47.6' SANOS'TONE 10% AND SHALET SILTS'TONE 40'f. nlOM lo7.6' TO 61.8' rn c
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~
NUHEPOUS SOFT CLATET SHALE LAYERS FROH 65.8' TO 68.0'
- ~. 950 0 - ~
IOftOING CONT INU£01 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34a (Sheet 1 of 4) Log of Boring B-1
- ....::; UOI 0 BORING B-1 CONT. -a:
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. NUMEROUS SO'i CLAYEY SHALE LAMINAE rRO". 76.1.' TO 7S 0' 98 5~
80 - r-- 940 ROBBINS HEHHR NUMEROUS SO'i CLAYEY SHALE LAMINAE rROM 80. 5' TO BJ 9'
~: HEOIUH DARK GRAY: THINLY LAMINAl£0.
85 - 0 9~ 57 r-- 935 90 - r- 930 OCCASIONAL SOrT CLAYEY SHALE LAMINAE FROM 93. I' TO 96.9' 100 49
- 0 r- 925 100 - r-- 920 DC CAS IONAL 0. 0~' TO 0. I~* PALE YELLOWISH* BROWN DOLOMITIC 96 90 CONCRET l~'lS GRADE IN AT I 03. 9' 105 - 0 r- 915 BROKEN ZONE rRO"* 106.7' TO 107.1' LIMESTONE: OLIVE GRAY: VERY SHALEY: rOSSillrEROUS: THIN TO
-.mrTUM BEDDED.
SHALE: DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY LAMINATED: 110 r- 910 --OCCASIONAL 0.05' TO C. 15' PALE YELLOWISH-BROWN DOLOMITIC CONCRETIONS. . It) 100 76 <
..J 115 t.9xlo** r- 905 HASKELL MEMBER LIMESTONE: MEDIUM LIGI!T GRAY: riNE*GRAINED: roSSILIFEROUS: §
---m"rn TO THICK BEDDED: SHALEY IN BASAL 0.3'. c VI NLANO MEMBER SHALE: DARK GREEN ISH*GRAY: CLAYEY: VERY CALCAREOUS: LAMINATED 120 - f- 900 6gc!~:~N:fo~gg: s~~Ei~~~~g~gu~R~~T~mR F~o~' i 19 7' TO 121. 7' 100 59 125 - 1.1x1o** f- 895 WESTPHALIA MEMBER LIMES1uNE: coGHT OLIVE GRAY: 70l: FUSULINID 'FOSSILS: 101
----,;1!'E'[NISH*GRAY SHALE PARTINGS: THIN TO THICK BEDDED.
130 - f- 890 TDNGANOX IE MEMBER SANDSTONE: LIGHT GRAY: FINE-GRAINED: CROSS-BEDDED: LOCALLY
~AREOUS: LAMINATED TO MEDIUM BEDDED: INTERBEDDED WITH 100 40 SHALE: GREENISH-GRAY: LOCALLY CLAYEY: THINLY LAMINATED;
'lll!r>ILTSTONE: MEDIUM GRAY: MICACEOUS: LAMINATED TO 135 3.9xlo-* f- 885 MEDI~.
SHALE 30~ AND SILTSTONE "0 FROM 130. 7' TO 136.3'; OCCASIONAL SOFT CLAYEY SHALE LAYERS FROM 132.8' TO 135. 7' SHALE 10~ AND SILTSTONE 10~! FROM 136.3' TO 151.9' 140 - r- 880 100 30 145 - I.Oxlo-a f- 875 150 - ._ 870 (BORING CONTINUED) Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34a (Sheet 2 of 4)
- Log of Boring B-1
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~~~~~
155- 19slo** ~865 SANDSTONE Ill% I'ROM 151. 9' TO 155.8' SANOSTON£ 8011: I'ROM 155.8' TO 156.8' SANDSTONE 2 ~ I'ROM 156.8' TO 160. 2' 160- 1-860 II! SILTSON£ lOCI% I'ROM 160.2 1 TO 16lt.l' I 100 4e DIS'TOUED SANDSTONE 50% I'RDM 161t. 3' TO 165.2' SANOS'TONE 10% I'ROM 165. 2' TO 167.9' 165- a.3slo** ~8$$ SANDS'TONE 75': I'ROM 167.9' TO 169.~' SANDSTONE 15': I'ROM 169.~' TO 178.8' 170-17$- 100 11)
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~~~~ 0 I STOAT ED SANDSTONE 50S I'ROM 178.8' TO SANDSTONE 15'1: 'ROM 179.~' TO 183. 5' 179.~'
180-100 . -HO
~~~~~ CLAYEY BROKEN ZONE I'ROM 181. 0' TO 181 3.
CL,lYEY BROKEN ZONE niOM 183. D' TO 183. 5' SANDSTONE 60'1: *ROM 183. 5' TO 18~. I' SANDSTON£ 1~ 'ROM 184.1 1 TO 188.8' z s:z
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600 'RACTURES AT ZOO. 4° AND 200.8' 100 7'Z 205- -815 DISTORTED SANDSTONE 60~ I'ROM 205. 2' TO 205. 9' SILTSTONE 100~ *ROM 205 .9' TO 240. 2' 210- ~8/0 I 100 *100 215- ~805 220-100 100
~ (/()()
§~~~
0 ~~~~~ 225- ~7'95 (!OR lNG CONTINUED) Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPOR'l' Figure 2.5-34a (Sheet 3 of 4) Log of Boring B-1
- ~~
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225 L.ABORATORY TEST DATA iii
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DESCRIPTIONS
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230- ~7'90 700 FRACTURE AT 230.9' 100 9~ I I 235- ~7'85 100 66 240- ,.-78() SANDSTONE 2 5',; FROM 2~0. 2' TO '" 1. O' SILTSTONE lOOt FROM 2~1.0' TO 2~8.3' 300 FRACTURE AT 2~3. 0' 245- '-775. 89 84 SILTSTONE AND SANDSTONE BECOME INTERBEDDED WITH~
'IEOIUM OARK GRAY: THINLY LAMINATED.
SANDSTONE 10% AND SHALE 10% FROM 2~8.3' TO 270.0' 250- -770 0.06' CLAYEY BROKEN LAYERS AT 251.0' AND 251.9' f.OO SLICKENSIDED FRACTURE AT 252 .. ~' 300 SLICKENSIDED FRACTURE AT 252.9' 255- -765 6C0 FRACTURE AT %55'. 2' NUMEROUS 20° TO ~ S0 .SLI CKENS I OED FRACTURES FROM 2 56. 0' TO 98 48 260. 2' 260- -760 30° FRACTURE AT 261. ~' 600 FRACTURES AT 261.6' AND 262.0' NUMEROUS son C(AYEY SMALE LAYERS FROM 263.3' TO 272.3' 265- -755 88 II 270-275
-7'50 745 I SHALEY SILTSTONE 50:1: AND SHALE 50% FROM 270.0' TO 272.3' BORING COMPLETED AT 272.3 FEET ON 7-4-73.
CAS lNG USED TO A DEPTH OF 22.3 FEET. GROUNDWATER LEVEL RECORDED AT 7,0 FEET ON 7*5*73. THIRD PIEZOMETER INSTALLED AT AN INTERVAL F.ROM 2~.0 FEET TO ~.0 FEET ON 7*18*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL FROM 118,0 FEET TO 125.0 FEET ON 7*18-73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 130.0 FEET TO 272.0 FEET ON 7*18-73. PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.~*29. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34a (Sheet 4 of 4) Log of Boring B-1
uw
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-z TEST DATA i!
wu
...... "' ~~ ~~
COORD I NATES 1 N 573886.5 E 2805178.~ c2
... "' ~ ..... Iii~ SYMBOLS DESCRIPTIONS
"'o t;z 1065 BROWN S'IL TY 19 I 5-- 261 1119'1
/060 LIMESTONE; LIGHT GRAY ANO LOCALLY WEATHERED TO YELLOWISH*
BRowN; FINE-GRAINED: FOSSILIFEROUS; SLIGHTLY WEATHERED: 24 0 THIN TO MEDIUM BEDDED. 10 HEEBNER MEMBER SHALE: GRAY I SH*BLACK; CARBONACEOUS: CLAYEY: HODERATE TO 1055 --.rrGHLY WEATHERED; THINLY LAMINATED* LEAVENWORTH MEMBER LIMESTONE; MEDIUM GRAY: FINE-GRAINED: FOSSILIFEROUS; THIN 10 MEDIUM BEDDED* 15i - SNYDERVILLE MEMBER 83 23
/050 SHALE: MEDIUM GRAY AND LIGHT OLIVE GRAY: CLAYEY: VE~Y
----rln.CAREOUS: LOCALLY FOSSILIFEROUS: THIN To ,..EDI!.'f' ~EOnED*
z a.. 0 :I 20
,_ 70~ FRACTURE AT 16.3' 45 FRACTURE AT 16.8'
.I' LIMESTONE LENSE AT 20.2'
~
-::E a:
0 a: (!) TORONTO MEMBER 0 1045 LIMESTONE; LIGHT GRAY TO VERY LIGHT GRAY; LOCALLY WEATHERED "- 16 GkAY ISH-ORANGE ALONG SHALE PARTINGS: FINE-GRAINED: FOSSILIFEROUS WITH FOSSIL FRAGMENT BEDS: THIN TO THICK BEDDED. 25,_ f'fJDERATELY WEATHERED TO DARK YELLOW I SH*BROWN WITH 15% PINPOINT VUGS FROM 24.3' TO 25.7' liS 100 /040 30
,_ SHALEY FROM 28.9' TO 31.5'
.07' GREENISH-GRAY CLAY LAYER AT 30.6'
.*1' SOFT CLAYEY SHALE LAYER AT 31.4'
/035 SLIGHTLY WEATHERED FROM 31.5' TO 32.8' 35 97 55 1030 SHALE: GREENISH-GRAY TO MEOIUM OARK GRAY: LOCALLY VERY CLAYEY:
---rlfiNLY LAMINATED.
SOFT CLAYEY SHALE LAYERS FROM 36.5' TO 37.4' AND FROM 38.2' 40,_ TO 38.4' SHALE: MEDIUM GRAY; CLAYEY; THINLY LAMINATED; INTERBEDDED WITH
---n-NDSTONE: LIGHT GRAY; FINE-GRAINED; SILTY: LOCALLY 1025 eAleAR£o0S: LAMINATED TO THIN BEDOED, SANDSTONE 10% FROM 39. I' TO 42.0' SANDSTONE 40% FROM 42.r' TO 48.5' 45*-
BROKEN ZONE FROM 46.6' TO 46.9' 100 0 1020 SANDSTONE IC% FROM 48.5' TO 54.1' 50,_ SOFT CLAYEY SHALE ZONE FROM 53.0' TO 54. I' 1015 SANDSTONE GRACES OliT AT 54. I' z s CARBONACEOUS SHALE .FROM 54. I' TO 55.0' 0 92 0 WILL lAMS BURG COAL BEO _ 55*- COAL; BLACK: S~AL EY: THIN BEDDED.
~E: GREENISH-GRAY: CLAYEY: VERY CALCAREOUS: LAMINATED TO ::E a..
- I 1010 a: 0 70° I ~~~c~5~~E~ T 55. 6' 0 a:
(!) 60
,_ Ill 0 ~
AMA20 N I A MEMBER LIMESTONE: L:GHT GREE~ISH*GRAY: SHALEY: FINE-GRAINED: z ...1 100 44 /005 FOSS Ill FERO'.'S; INTERBEDDED WITH LAYERS OF SHALE; GREEN 1SH* Ill a: (!)
- I GRAY: CALCAREOUS: CLAYEY: THINLY LAM1NATED-.-- :J: 0 c
SHALE LAYER fROM 61.7' TO 63.6' Q
...1 65
/000 I RELANO MEMBER SHALE: MEDIUM GRAY TO MEDIUM DARK GRAY: CLAYEY: THiflLY
-urflffiATEO; INTERBEDDED WITH SANDSTONE; LIGHT GRAY: VERY FINE-r.RAINED: LOCALLY CALCAR'£ll'IJST'TitRI~ATED TO TH!~: BEODEO.
70 - VERY CLAYEY WITH 10% SANDSTONE FRr.M 67,0' Tr. r.!' 100_ 2S SANDSTONE lOX FROM 7C.I' TO 76.0' 995 NUMEROUS SOFT CLA"EY SHALE LAYERS FROM 71.2' TO 72.5' 75 - (BuRIN<; CO~TINUED) WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-34b (Sheet 1 of 5) LOG OF BORING B-2
- Rev. 0
~
BORING 8-2 CONT'D uw
-a:
- z:::>
- za
- Q. ..
cc I.ABORATORY iii a: u>
...I TEST OATA c a:o 0 cou
...."' wu a: -z a: Q.W a: C::t a: a SYI/60LS OESCRII"riONS ~z SANDSTONE 30% FROM 76.0 1 TO 79.2 1 990 SANDSTONE 10% FROM 79.2 1 TO 80.3 1 80 COAL; BLACK; SHALEY; LAM I HATED TO THIN BEDDED.
100 34 r- 985 'Silltt."E; MEDIUM GRAY TO MEDIUM DARK GRAY; THINLY LAMINATED;
---rnTERBEOOEO WITH SANDSTONE; LIGHT GRAY; F INE*GRA I NED; LAMINATED TO MEDimrurD'Im!; AND SILTSTONE; MEDIUM GRAY; B~
MICACEOUS; LAMINATED TO MEniUM 1 SHALE 100% FROM 81.0 1 TO 82.~ 85 SANDSTONE .85% AND SILTSTONE 10% FROM 82.~ 1 TO 89.2 1 980 SANDSTONE 30% AND SILTSTONE 65% FROM 89.2 1 TO 91.3 1 90 -
- 975 SANDSTONE 10% AND SilTSTONE 40% FROM 91.3 TO 98.7' 1
97 NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 89.2' TO 9~.6'
~
95 - NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 96.8' TO 98.3' SANDSTONE 20% AND SILTSTONE 75% FROM 98. 7 1 TO 99.2 1 100 - SANDSTONE 90% AND SILTSTONE 5% FROM 99.2 1 TO 99.6 1 SANDSTONE 10% AND SILTY SHALE 85% FROM q9,6 1 TO 99.9 1 SANDSTONE 10% AND SILTSTONE 85% FROM 99.9' TO 112.7 1 99 17 1- 965 NUMEROUS SOFT SILTY CLAYEY SHALE LAYERS FROM 102.5 1 TO 10~.3 1 70° FRACTURE AT 10~.2' 1
/05 - f~BK~~A~~~~EF:~M 1 6~~jf TO 105.7 960. NUMEROUS SOn SILTY CLAYEY SHALE LAYERS FROM 106.5 1 TO 107.0' z 0
CLAYEY ZONE FROM 108. 5' TO 109~ 7 1
~
1/0 - 2: a: A.
- )
0 100 27 r- 955 SANDSTONE 60% AND SILTSTONE 35% FROM 112.7 1 TO 112.9 1 0 a: SANDSTONE 10% AND SILTSTONE 85% FROM 112.9' TO 113.1' II. 0 SANDSTONE 95% FROM 113.1' TO 113.8 1 50° SLICKENS IDEO FRACTURE AT 113.5 1
~~YD~m~E~~fo~~D C~!~ T~1~~~08 ~A~;~~E 'ln; 5:~ 1l1. 7*
115 71 Ill Ill u c z ..J 95o 1. 2 1 CALCAREOUS SANDSTONE LAYER WITH INTERBEDDED, D ISTORTEO NON-CALCAREOUS, CARBONACEOUS, SHALEY SILTSTONE AT 117.7' Ill a: 0
- )
0 SANDSTONE 10% AND SilTSTONE 85% FROM 1 18.9' TO 128.0 1 NUMEROUS SOFT CLAYEY LAYERS FROM '118. 9' TO 120. 1 1
~ c
..J 120 -
- 945 0.~ 1 CROSSBEDDED SANDSTONE LAYER WITH INTERBEDDED CARBONACEOUS 100 22 SILTSTONE PARTINGS AT 121.7 1 BROKEN ZONE WITH IRREGULAR VERT I CAL FRACTURE FROM 121.9 1 TO 122.2 1 125 - NUMEROUS 'SOFT CLAYEY LAYERS FROM 12~. 2 1 TO 124. 5 1 O. 5' son CLAYEY LAYER AT 126.0 1 940 SANDSTONE 3~% AND SILTSTONE 65% FROM 128.0 1 TO 133.4 1 130 -
99 34 r- 935 SANDSTONE 60% AND SILTSTONE 35% FROM 133.4 1 TO 1~8.2 1
/35 -
930 OCCASIONAL SOFT CLAYEY LAYERS FROM 139.0 1 TO 1~0.0 1 140 - 0.35 1 CALCAREOUS SANDSTONE LAYER AT I~ 1. 7' 100 5 r- 925 NUMEROUS SOFT CLAYEY LAYERS FROM 1~2. 1 1 TO 148.3 1 145 - 920 SANDSTONE 50% AND' SILTY SHALE 50% FROM 1~8.2 1 TO 149.7' SANDSTONE 20% AND SILTY SHALE 75% FROM 1~9.7 1 TO 156.5'
/50 - ( BDR I NG CDNT I NUED)
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-34b (Sheet 2 of 5) LOG OF BORING B-2
- Rev. 0
,.... .,-a::...
LABORATORY ;!: ID* Zll:
...0 0
0 BORING *e-2 CONT'D
%1:>
co<> TEST DATA
~!
~
11:0
-z C::a
"'o
"' SYMBOLS DESCRIPTIONS :i;z 100 4
-9/5
/55 - BB INS MEMBER 910 SHALE; MEDIUM DARK GRAY; MICACEOUS; THINLY LAMINATED; SLIGHTLY
~CAREOUS AND SLIGHTLY CARBONACEOUS BELOW 179.4
- 1 160 -
96 74 - 905
/65 -
900 170 - 100 tOO 1&1 u z
~ 895 1&1 a::
~
175 - ..J 100 '5T
~ 890 LIMESTONE; LIGHT OLIVE GRAY; VERY SHALEY; ~OSSILI~EROUS:
180 - FI:EO I OM BEDDED. SHALE; MEDIUM GRAY: CARBONACEOUS; PLANT ~OSSILIFEROUS:
. -mGHTLY CALCAREOUS; THINLY LAMINATED; OCCASIONAL .
~ 885 0.6~Ai~ok~~L~~~1Hw~~~W~R~~~tUl 1 ~~~*TICAL ~RACTURE AT 181. 5' 185 -
HASKELL MEMBER 100 B4
~ 880 LIMESTONE; LIGHT GRAY; ~INE*GRAINED: ~OSSILIFEROUS; MEDIUM BEDDED. rn c(
V INLAND MEMBER
..J 190 -
SHALE; HED IUH DARK GRAY; VERY CALCAREOUS: MICACEOUS: PLANT <:)
--,"!)'SSILIFEROUS: THINLY LAMINATED: INTERBEDDED WITH :::1 SANDSTONE:.LIGHT GRAY: FINE TO VERY FINE GRAINED: 0
..... 875 LOCALLY SLIGHTLY CALCAREOUS: MICACEOUS; SLIGHTLY 0 CARBONACEOUS; LAMINATED TO THINLY LAMINATED, 0.2' SOFT, CLAYEY BROKEN ZONE AT 189.5 1 195 -
SANDSTONE 10% AND 61LTY SHALE 90% fROM 190.0 1 TO 191. 1' SHALE 100% FROM 191. I' TO 192.4 1 99 57
- 870 0.1' PALE YELLOWISH-BROKEN CONCRETION AT 193.1 1 SANDSTONE 10% AND SHALE 90% FROM 192.4' TO 195.8' SANDSTONE; LIGHT GRAY; ~INE-GRAINED; SLIGHTLY CALCAREOUS; kltAtEOUS; SLIGHTLY CARBONACEOUS; LAMINATED; INTERBEDDED 200 -
WITH SHALE; MEDIUM DARK GRAY: SLIGHTLY CALCAREOUS: MICAC~ SLIGHTLY CARBONACEOUS: THINLY LAMINATED. SANDSTONE 75% AND SHALE 25% FROM 195.8 1 TO 201.7'
-,865 LIME STONE; MEDIUM LIGHT GRAY; 60% FUSUL IN I 0 FOSSILS; SHALEY: z I R IN bEDDED. 0 TONGANOXIE MEMBER 205 -
SANDSTONE: LIGHT GRAY TO LIGHT OLIVE GRAY: FINE-GRAINED: MI tAC£0US; LOCALLY SLIGHTLY CALCAREOUS: CROSS-BEDDED;
~
- E LAMINATED:' INTERBEDDED WITH SHALE: MEDIUM DARK GRAY: a::
100 33
~ 860 CARBONACEOUS; THINLY LAMINAT!lJ;""ltND SILTSTONE; MEDIUM DARK GRAY; MICACEOUS; CARBONACEOUS; MEDIUM 6£00£0 TO THINLY 0
IL LAMINATED. 210 - 0.3' SOFT GREENISH-GRAY CLAYEY ZONE AT 202.1 1 SANDSTONE 5% AND SHALE 95% FROM 202.4 1 TO 204.9 1 a:: 1&1 NUMEROUS SOFT CLAYEY LAMINAE FROM 202.4' TO 204. 7 1 <:)
~ 855 0.15 1 GRAY ISH-ORANGE CALCAREOUS ZONE AT 203.0 1 z c(
SANDSTONE 30% AND SILTSTONE 20% ~ROM 204.9 1 TO 208.9' SANDSTONE 85% AND SILTSTONE 10% FROM 208.9' TO 210,4 1 a:: 215 - SANDSTONE 45% AND SILTSTONE 45% FROM 210.4 1 TO 214.8 1 t; SANDSTONE 80% AND SILTY SHALE 20% FROM 214.8' TO 216.8' NUMEROUS SOFT SANDY CLAYEY LAYERS FROM 215.5' TO 216.8' 100 0
~ 850 0.15 1 MEDIUM GRAY CONCRETION AT 216.8' SANDSTONE 20% (LOCALLY GRADES TO 40%); SILTSTONE 70% AND SHALE 10% FROM 216.8' TO 228.4 1 220 - 0.5' SOn SANDY CLAYEY BROKEN ZONE AT 219.4' 1
NUMEROUS SOFT CLAYEY LAYERS FROM 222.1 TO 225.7 1
~ 845 225 -
(BOR lNG CONTINUED) WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-34b (Sheet 3 of 5) LOG OF BORING B-2 Rev. 0
uw
...z ~ BORING B-2 CONT'D -II:
- z:::>
~~ LABORATORY ...u i:::~ cc 0 ~~ TEST DATA ......"'
0
"' !~ cou
-z ...
~I( 14,1(
~~
~ SYMBOLS DESCRIP7/0NS li;z 225
-840 100 29 SANDSTONE 5% AND SILTSTONE 90% FROM 228.4' TO 284.9' 230-O. I' BROKEN SOFT CLAYEY ZONE AT 231.2'
-835 235- 0.7' CONVOLUTED SANDSTONE BEDDING AT 235. 7'
.-830 100 65 240- 70° SL I C~ENS I DED FRACTUR6 AT 240.4' 0.3' BROKEN ZONE WITH 70 SLICKENSIDED FRACTURED AT 240.5' 825 0.6' CONVOLUTED SANDSTONE BEDDING AT 240.9' 245- OCCASIONAL SOFT CLAYEY LAMINAE FROM 245. 7' TO 247. 7' 100 sa 1-820 OPEN VERTICAL FRACTURE FROM 248.4' TO 249.1' 250- 0.1' BROKEN ZONE AT 151.1' f-8/5 255-100 97 i-8/0 z
s OCCASIONAL 60° SLICKENSIDED FRACTURES ALONG CROSS-BEDDING 0 PLANES FROM 259.6' TO 262.1' 260-CL 805 ::E ::I a: 0
...0 a:
a> 265- rn a: ct
-800 IIJ a> -'
a> 96 71 zct ::I a: 0 27'0- NUMEROUS SOFT CLAYEY LAMINAE FROM 270. I' TO 276.3' ~ rn Q
-?95 27'5~
-?90 0.1' BROKEN SOFT CLAYEY ZONE AT 278.0' 99 24 OCCASIONAL SOFT CLAYEY LAYERS FROM 279.0' TO 280.2' 280- SANDSTONE 20% AND SILTSTONE 70% FROM 281.0' TO 286.7' 0.1' BROKEN ZONE AT 281.8' r-7'85 DC CAS IONAL SOFT CLAYEY LAMINAE FROM 283.3' TO 284. 7' 285- SANDSTONE 5% AND SILTSTONE 85% FROM 286.7' TO 292.0' f-7'80 NUMEROUS SOFT CLAYEY LAYERS FROM 287.3' TO 288. I' 98 60 290-SANDSTONE 10% AND SILTSTONE 70% FROM 292.0' TO 296.3' f-7'7'5 NUMEROUS SOFT CLAYEY LAMINAE FROM 293. I' TO 295.3' 295- SANDSTONE 10% AND SILTSTONE 50% FROM 296.3' TO 309.0' 93 39 1-7'7'0 OCCASIONAL SOFT CLAYEY LAMINAE FROM 299.0' TO 30i.. 7' 300-(BORING CONTINUED)
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-34b (Sheet 4 of 5) LOG OF BORING B-2 Rev. 0
~~ ~~ ~~
300 LABORATORY TEST DATA 0 0 II:
~
!:::~
§~
~~
l4j
-765
..... SYMBOLS BORING B-2 CONT'O OESCR/PT/ONS NUMEROUS SOFT CLAYEY LAYERS FROM 302.7 1 TO 305.3 1 305- OCCASIONAL SOFT CLAYEY LAYERS FROM 305.3 1 TO 307.4 1
-760 NUMEROUS SOFT CLAYEY LAYERS FROM 307.4 1 TO 308.4 1 100 26 SANDSTONE 5% AND SILTSTONE 90% FROM 309.0 1 TO 322.9 1 310- NUMEROUS SOFT CLAYEY LAMINAE FROM 309.9 1 TO 310.6 1
!z 0
NUMEROUS SOFT CLAYEY LAYERS FROM 311.6 1 TO 312.7 1
-755 i=
c IL 0.2 1 BROKEN ZONE WITH IRREGULAR VERTICAL FRACTURE AT 314.1 1 2 ::I 0
~ a:
315- Cl 1--750 a: f/) 911 88 11.1 c Cl ..J Cl z 320- NUMEROUS SMALL 0 I SPLACEMENT (0. 005 1
- TO 0. 03 1 ) FRACTURES AND c ::I 0
SLICKENSIDED FRACTURES FROM 320.0 1 TO 327.8 1 a: 1-745 ... f/) c NUMEROUS SOFT CLAYEY LAYERS FROM 324.2 1 TO 332.9 1 325-
-740 97 4 330-
-735 SILTSTONE 60% AND SHALE 40% FROM 322.9 1 TO 332.9 1 BORING COMPLETED AT 332.9'FEET CN 6-20*73.
CASING USED TO A DEPTH .. , iJ.B FEET. 335 GROUNDWATER LEVEL RECORDED AT 173.4 FEET ON 6-28-73. WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-34b (Sheet 5 of 5) LOG OF BORING 8-2 Rev. 0
- L.AIOitATOitY TEST DATA
~
ii
- 1
~
U> co
.........zc c
0 c II I BORING B*! DESCRII'r/ONS K BROWN SILTY CLAY WITH TRACE OF ORGANIC MATERIAL (TOPSOIL). HOTTLED BROWN AND YELLOW SILTY CLAY WITH TRACE OF SAND.
-c cc
..=~
-z
~z IS/10"1 5 -- 1050 SHALE 0
10 - MEMBER
=om*i11 GiiRwAYISH*~~~~:~Eg~:B~~~m~:i ~~~~it LAMINATED: WITH 5';
GRAY: FINE*GRAINED: FOSSILIFEROUS: SHALEY IN 15 - 91 -Ill -./040 CLAYEY: VERY 20 - 1035
--- MEMBER ,
L1 HE STONE: LIGHT GRAY TO VERY LIGHT GRAY: F INE*GRAINED: 25 - 94 II -1030 ~IFEROUS WITH FOSSIL FRAGMENT BEDS: THIN TO THICK
*;.a BEDDED: OCCASIONAL GREEN ISH*GRAY SHALE PARTINGS AND LAYERS,
""~ <REENISH*GRAY SHALE PARTINGS FROM 23,0' TO 2lo.3° 30
- 1025 SHALEY FROM 31.6° TO JJ,Io' 0.02° SOFT GREENISH*GRAY CLAYEY SHALE LAYER AT 32.6'
- 0. I 0 SOFT GREENISH*GRAY CLAYEY SHALE LAYER AT 33.3 °
- - 1020 7S 100 40,_ - 1015 SHALE: MED IUH GRAY: CLAYEY: SOF'T: SLIGHTLY CALCAREOUS:
- -.:lrHINATED TO THINLY LAMINAtED,
- K)/0 SHALE: HEDIIIH DARK GRAY: LOCALLY CLAYEY: THINLY LAMIOATED:
45 - -nrTERBEDDED II ITH SANOSTD*E: LIGHT r.RAY: F I'!E*GRA I NED: 94 0 LOCALLY CALCAREOUS: CARIRIIED TO THIN BEDDED. SAilDSTONE 3Dr FROM lol.5 1 TO 55.2° 50 1005 55 - 100 I
- 1000 SANDSTONE LESS THAN 10~. FRO" 55.2 1 TO 58.1° ILL IAHSBURG COAL BED COAL: BLACK: SHALEY: LAMINATED TO MEDIUM BEDDED.
>!lirE: DARK GREENISH*GRAY: CLAYEY: VE~Y CALCAREOUS: LAMI~ATED 60 ----r1)" MEDIUM BEDOEDr OCCASIONAL LIGHT GRAY LIMESTONE NODIILES.
30° FRACTURES AT 62.lo 0 AND 62.9' 65 - 100 24
- 990 AMAZON I A MEMBER LIME STONE; LIGHT GREEN ISH*GRAY: VERY SHALEY: FOSS I LIFERDUS:
~EDDED WITH SHALE: GREE.rSH*GRAY: rLAYEY: THI'!LY LAMI.ATED. --
SHALE 90~ FROM 65.0° TO 68.0' 7'0
,_ SHALE loO: FROM 68.r 0 TO 70,1o 0
- SHALE 95~ FROM 70,Io' TO 73.0' 94 41 IRELAND MEMBER SHALE: ~EOIIJM DARK GRAY; THINLY LA><O.ATEO: IIITERBEODED WIT>'
7'5 - ~~lOSTCPiE: ~ *:,;.;T C:,~:.Y: r1~<E-t~.:.1:.EO: ~AMI: ... TEO. ,.;.::,L1.Y
~5.
Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34c (Sheet 1 of 5) Log of Boring B-3
- ... s
.... .. BORING B-3 CONT'D UIOIU*TOitY U>
T!ST DATA
.: 11:0 f- SANDSTONE lOll: FROM 73.0 1 TO 83.6 1 80 - f-NUMEROUS SO" CLAYEY SHALE LAMINAE FROM 79.0 1 TO 80.4' SAIIDSTONE l.ESS T14AN !ill: FROM 83.6 1 TO 90.6 1 SH4U UICALLY BECOMES CARBONACEOUS FROM 83.7 1 TO 90.6 1
- * *4!
f-970
!10 - f- COAL: SLACK: SHALEY: LAMINATED TO Tl41N BEDDED.
'SIIIrt: MEDIUM DARK GRAY: SO": CLAYEY: LAMINATED TO Tl41N
--mDED.
100 21 -ROUS SO" CLAYEY SHALE LAYERS FROM 94. 1 1 TO 96.4 1 SHALE: MEDIUM DARK GRAY: LOCALLY ClAYEY: Tl41NLY LAMINATED: f- -om"ERBEDDED WIT14 SANDSTONE: LIGHT GRAY: FINE*GAAINED: LOCALLY CALCAREOUS: CAAIAAIED TO Tl41N BEDDED! AND Sll TSTONE: MEDIUM GRAY: MICACEOUS: LAMINATED TO MEDIUM !EDDED-.--- SAIIDSTONE ISll: ANO SILTSTONE lOll: FROM 94.3 1 TO 101.8 1 /00 - f-60li: SO" CLAYEY SHALE. FROM 97.2 1 TO 98.5 1 SAIIDSTONE 401, ANO SILTSTONE 3Dll: FROM 101.8 1 TO 105.8 1 /05 *- 90
- 1- SAIIDSTONE IODll: FROM 105.8 1 TO 106.5 1 SAIIDSTONE 60li: AND SILTSTONE lOll: FROM 106.5 1 TO 110,6 1 1/0 - i- NUMEROUS SD" CLAYEY SHALE LAMINAE FROM 110.0 1 TD 121.3 1 SAIIOSTONE 30~ AND SILTSTONE lOll: FROM 110.6 1 TO 11.3.5' 0 SAIIOSTONE ISX AND SILTSTONE 25li: FROM 113.5 1 TO 126.7 1 94 115 120,_
-9M OCCASIONAL SOFT CLAYEY SHALE LAYERS ANO LAMINAE FROH 122.2' TO 126.7 1 100 0
/25 *- .....930 SANDSTONE IO'X ANO SILTSTONE 7Dll: FROM 126.7 1 TO 128.7 1 /30,_ SHALEY SILTSTONE 1001, FROM 1%8.7 1 TO 131.8 1
- SANDSTONE 5% AND SHALn SILTSTONE 9Cl': FROM 131.8 1 TO 140.0 1 OCCASIONAL SOFT CLAYEY SHALE LAMINAE FROM 132. 5' TO 135.3' 100 30 IM
-.920 140,_
- SANOSTONE GRADES OUT AT 140.0 1 SHALEY SILTSTONE 10'"'. FROM 140.0' TO l~ojo.4' 100 81 14.5
-910 SHALEY SILTSTONE 50~ ANO SHALE 5~ FROM 144.4° TO 190.9' NUMEROUS SOF'T CL*AYEY SHALE LAMINAE FROM 149.4° TO 151. 5'
/50 - CBOR INr. rnuTtuut"' Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34c (Sheet 2 of 5) Log of Boring B-3
~
BORING 8-3 CONT'D 0.. LABORATORY c c 0: 0 TE.ST DATA 0: ;:: SYMBOLS OESCR!PriONS ~ f- NUMEROUS SOF"T CLAYEY SHALE LAHINAE FRO>< 152.3' TO 15'-.0' 155 - 96 30 f- 900 OCCASIONAL SOF"T CLAYEY SHALE LAMINAE FROM 157.0' TO 162.8' 160 - f- 895 100 48 165 - f- 890 OCCASIONAL SOF"T CLAYEY SHALE LAMINAE FROM 168.8' TO 171.9' 170 - f- 885 47" 100 175
-880 180 - f- 87'5 OCCASIONAL 0.05' CLAYEY BROKEN ZONES FROM 179.0' TO 185.6' ROBS INS I'IEHBER SHALE; MEDIUM DARK GRAY; THINLY LAMINATED.
90 33 185 - -
- 190 -
195 - 100 82
- 865
- 860 LIMESTONE; MEDIUM GRAY TO LIGHT OLIVE GRAY: FOSSiliFEROUS; loJ u
zloJ
~
..I
- 855
----sRli:C'E'I' IN BASAL 0.3': THIN TO MEDIUM BEDDED.
200 - SHALE; DARK GRAY; SLIGHTLY CARBONACEOUS: TI-'INLY LAMINATED:
--utCASIONAL 0.05' TO 0,1' PALE YELLOWISH*BRCWN DOLOMITIC CDNCRET IONS, 17 41 205 .,.. f- 850 210 - f- 845 80 57 215 - f- 840 220 - f- 835 100 152 225 - IROR INC CONTINUED) Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34c (Sheet 3 of 5)
- Log of Boring B-3
I.AIOIIATOIIY TEST OATA i! iS t zc Q co Q tl i-BORING B-3 CONT'D SHALE; MEDIUM DAAK GRAY: VERT CALCAREOUS: FOSSILIFEROUS; THIN
--n'DOED.
SHALE; GRAY ISH* BLACK: CARBONACEOUS: SL IGHTLT CALCAREOUS;
--rlfiNLY LAIOINATEO.
cc
-z
=~
- Oz 230 - ~ 825 100 15 HASKELL MEHlER LIMESTONE: HEDIUH LIGHT GRAY; FINE*GRAINED: FOSSILIF'EROUS; 2M - ~ 820 lAIR 10 HEDIUH BEDDED; SHAU'I IN UPPER AND BASAL 0.15'.
V INLAND HEieER SHALE: MEDIUM GRAY; VEIIY CALCAREOUS; FOSSILIF'EROUS; LAMINATED
~THIN BEDDED.
COAL: BLACK; $HALEY: LAMINATED TO THIN BEDDED. Tlm'TONE; LIGHT GREENISH-GRAY: SHALEY: SANOY: LAMINATED TO 240 - ~ 815 lAIR BEDDED; INTERBEDDED Wl'!ll SANDSTONE: l.IGHT GRAY: FINE* GRAINED: SILT'V: CALCAREOUS; t..oJIIIAAI£0 10 THIN BEDDED; AND SHALE: DARK GREENISH-GRAY; THINLY LAMINATED. SHAtrm AND SILTSTONE ZDll: I'ROM Z36.6! TO 238.6' 100 3'7 SILTSTONE 6011: AND SHALE 10':1; FROM Z38.G' TO 2~3.2' SILTSTONE 5011: AND SANDSTONE 50':1; FROM 2~3.2' TO Zlo5.0'
- 1- 810 SILTSTONE 50':1; AND SHALE ~ I'ROM 245.0' TO 2~9.7' NUMEROUS CLAYEY SHAL£ LAYERS I'ROM ZitS. I' TO Zlo6.8' 250 - ~ 805 SILTSTONE ~AND SANDSTONE 50':1; I'ROM Zlo9.7' TO ZS7.5' n 5I
- 1- 8CO SILTY SANDSTONE 90':1; AND SILTSTONE 1011: FROM 257.5' TO 266.0' 260 - i- ~
'I) 100 77
! ~
..I
- 0.15' SILTY F'USULINIO l-IMESTONE LATER AT 265.3' i § e
- "LIMESTONE: l.IGHT OLIVE GRAY; 60':1; F'USULINIO FOSSILS: lOr.
kdOAd£0 LIM£STONE PEBBLES: SHALEY: THIN TO THICK BEDDED. a: 270 - 1- 785 TONGAHOX IE MEHlER
- SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTE!IBEOOEO WITH
--n:IIOSTO'IE; LIGHT GRAY: FINE*GRA I NED: l.DCALLY CAl-CAREOUS: i 91 71 t:mmlm TO THIN BEDDED: AND SILTSTONE; MEDIUM GRAY; a:
MICACEOUS: l-AMINATED TO MEDIUM~ 1-SANDSTONE 25':1; AND SILTSTONE 35':1; FROM 269.3' TO 279.5'
- 1-280 *- 100 ll i- SANDSTONE lOt AND SILTSTONE ZO':I; I'ROM 279.5' TO 291.4
285 - .... NEAR VERTICAL FRACTURE FROH 285.4' TO 285. 7' 290 - 9!1 i-SANDSTONE 30':: AND SILTSTONE 30':1; FROM 291.4' TO 295.0' 295 - i-SANDSTONE l.ESS THAN 5:( AND SHALET SILTSTCNE 50"r. FROM Z95.0' TO J 16.0' .300 - (80A I'IC I':Ot.tTU:IIt='nl Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34c (Sheet 4 of 5) Log of Boring B-3
Ulol
~ BORING 8-3 CONT'D -a:
- .u ...cc
- c:>
~
L-ABORATORY :~ 0 0 0:-' TEST DATA ou
!w
"'E a: -z
~
"'c SYMBOI.S DESCRIPTIONS ii;z I- CARBONACEOUS SHALE LAYER FROM 300,0' TO 300.3' 94 25 305 - ~ 7'50 CARBONACEOUS SHALE LAYER FROM 305.9' TO 306.4' 100 96 310 I- 7'45 a:
78 29 loJ c:> 315 - f- 7'40 WESTON HEHBER z
~
~: KEMBER DARK GRAY: THINLY LAMINATED. Ul 320
,_ 100 36
~ 735 BOR I NG COMPLETED AT 3 2 2, 9 FEET ON 6* 28* 73.
CAS lNG USED TO A DEPlH OF 5.2 FEET. 325 GROUNDWATER LEVEL RECORDED AT 11~.1 FEET ON 6-28-73. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34c (Sheet 5 of 5) Log of Boring B-3
- ~
~ ~
0 L.AIORATORY i:.i:. TEST DATA 1*
~
- 1 0:
t za: a:o u> a: a a: 1-1095 BORING B-4 SURFACE ELEVATION 1098.5 COORDINATES: (TOPSOI~). N 5841)8.1 ROCK rRAGMENTS: (STIFF). E Z8il7268.7 DESCIItPrtONS
~T~~~~oeR~~ ~~~Or ~~:N~l~~-~~ms fJ~r A~5AMtrorOME
-c
%::::0 cc
-z
- ~
- Oz 5- GRAYISH*ORANGE FINE SANDY SILT WITH SOME SANDSTONE
. ROCK FRAGMENTS AND SOME GRAY SI~TY C~AY; (MEDIUM
~ DENSE TO DENSE )(RESIDUUM OF JACKSON PARK MEMBER).
p
- 7,000 psf ~IGHT ..OTT~ED BROWN CLAYEY SI~T; TRACE OF FINE SAND:
S
- 1,900 psf (STIFF),
w* 18.6% ~. 109'0 GRAY I SH*ORANGE ANO ~ IGHT 0~ IVE GRAY S I~ TY CLAY; LOCALLY I*o- WITH TRACE OF FINE SANO; CALCAREOUS; RE~ICT BEDDING; D
- 108. I pc:f SOME ROCK FRAGMENTS (HARD) (SO I~ C HOR liON OEVE~OPEO FROM 6.0' WEATHERED SHALE OF THE HEUKADER MEMBER).
5* w
- 18.6%
D
- 108, 1 pc:f t-.1085 I 5- u*
- w. 11.n 83 23 D
- 105.7 pc:f MEMBER roo SHA~E: MEDIUM DARK GRAY AND LOCA~~ Y WEATHERED TO GRAY I SH*
i:.Q.' 93 t-.1080 -m!JrNGE: CLAYEY; SLIGHTLY WEATHERED; THINLY ~AMINATED,
~~ * ~oo.2x 2 0- p~
- 17.6%
PI * %2.6% 94 86 w* 20.6% D
- 106.8 pc:f t-.107'5 10.0' .05' BROWNISH-GRAY CA~CAREOUS CONCRETION AT 25.0' 2 5- 5"':"'6. 163 psf w
- 13.0% SHA~E: I'EDIUM GRAY: VERY CA~CAREOUS: CLAYEY: FOSSI~IFEROUS; 0 . 119.% pc:f --;:tJ)1EROUS IRREGU~AR NCDU~ES OF ~IMESTONE; THIN~Y ~AMINATED TO THIN BEDDED *
.!£..!' t-.1070 w* 13.0%
100 84 0- 0 . 119.2 pc:f 1%.0' w-;-17.2% 0
- 116.6 pc:f 1065 SHA~E: MEDIUM GRAY; CLAYEY: CA~CAREOUS: VERY SANDY WITH TRACE
'5- 13.5 1 4.0110*' !lr"M'NE GRAVE~: THIN BEODEO.
LL: *LATTS~UTH MEMBER 38.3':11 p~
- 18.8r. ~IMESTONE: ~IGHT GRAY: FINE*GRAINEO: F'OSSI~IFEROUS: THIN Tn PI
- 19, s,; ~BEOOEO: liMESTONE ~AYERS SEPARATED BY .01' TO .6' s* 6, 86lo pc:f 100 73 t-.1060 ~AYERS OF SHA~E: MEDIUM DARK GRAY; CA~CAREOUS; CLA1EV'i w
- 1%.s,; TH INL'I' ~AMi'iiii'EO 401- D
- 1%0.7 pcf ,1 I S~ALE ~AYER AT 3'f..J.I
.~5 1 C1 AYEY SHALE *.AVER AT 37. I' ll.!l .1' C~AYEY S~A~E ~AYERS AT 38.8' AND 39.lo' s* ,1° C~AYEY S~A~E LAYER AT "1.5'
.ll.:jl 1055 .6' C~AYEY SHALE ~AVER F'ROM .. 1.9' TO lo2. 5'
'5- Q
- 300 osl 0 E
- 3lo,300 psI t.o.4*
"51' 100 100 h 1050 ~EEBNFR" MEI'BER S~A~E: G~AYIS~-B~ACK: CARBONACEOUS: THINLY .LAMINATED: S~IGHT~Y 0- !!.:.2' --cA~CAREOUS: INTERBEDDED WITH 10~~ SILTSTONE: MEDIUM GRAY:
Q **9.300 psi SANDY: CALCAREOUS; THIN BEDDED. ---- E
- 9, 592, 000 psi LEAVENWORTH >'EMBER LIMESTONE: MEDIUM GRAY: F'INE*GRAINEO: FOSSILIFEROUS: SHALEY IN i2.:1' 1045 -u1'm' AND BASA~ 0. I' ; MEDIUM BEDDED.
SNYDERVILLE MEMBER 5.'5- Q
- 1, logo psi E
- 3-75. ooo ps; 0 SHALE: OLIVE GRAY: VERY CA~CAREOUS: C~AYEY; OCCAS ICNAL
-,;-IMESTONE NODU~ES: THINLY ~AMINATED TO THIN BECDEO.
87 sal-.1040 0- .3' LIMESTONE LAYER <ROM 60.7' TO 61.0' VERY SOFT C~AYEY SHA~E F'ROM 61.0' TO 63.8'
._~
'035 TORONTO MEMBER 6.'5- 4.&110-* ~IMESTONE: LIGHT GRAY TO VERY LIG~T GRAY: FINE-GRAINED:
ll:.21 --mTILIFEROUS WITH FOSSIL FRAGMENT BECS: THIN TC THICK BEDDED: OCCASIONA~ .COl' TO .I' LIGHT GqEENISH*GRAY SHA~E Q
- 17,260 o*i PARTINGS: P 1NPO I NT VUGS LESS THAN 5'*.
E
- 10,952,000 psi 99 93 f-!1'030 7l0- 72.0' s;-
9.7110_,
~025 7.'5- S~ALEY FROM 7".5' TO 76.5' Rev. o WOLF' CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34d (Sheet 1 of 6)
- Log of Boring B-4
U.IOIIIATOIIIY TEST OATA
~
9.7110" 7 ii ~: U>
~8 Cl 97 Cl 0
<t:
I.. 79 ~I020 SYMIDLS BORING B-4 CONT. DESC/t/PTIDN$
!!~
C-' cou
-z
=~
~z 80 SHALE: GREEN I SH*GRAY: CALCAREOUS: CLAYEY: LOCALLY
~SStLirEROUS; THINLY ~AMINATED.
015 SHA~E: M£0 IUM DARK GRAY: SLIGHTLY CARBONACEOUS; C~AYEY: THINLY 85 *- 2.9110"' 7 -rJHINATED: INTERBEDDED WITH SANOSlONE: LIGHT GRAY; VERY rtNE*GRAINED: ~AMINATED TQ Tlm:"'ml!tO. SANDSTONE 20% TO loO::: 1'11014 82, 9' TO 9 5. lo ' 97 71 -/,010 90
*- NUMEROUS SOn C~AYEY SHA~E ~AYUS F'IIOM 91. 5' TO 99.3' 1.1110" 7
'-"'005 SANDSTONE ~ESS THAN 10::: I'ROM 95."' TO 99.8' 95~-
114 .. 30 H 000 100
*- 0 WILL IAMSILJRG
~;
CDA~ lED B~ACK; THIN TO MEDIUM IEDDEO: SHAL[Y AT lASE. 5\lAl[; DARK GREENISH*GRAY: CARBONACEOUS: THIN BEDDED. AHAZ!I'II'TAMEMBER 105
,_ 995 SHALE: GREENISH*GUY: VERY CA~CAREOUS: CLAYEY: THIN~ Y
-rJMINATED TO THIN BEDDED: INTERBEDDED WITH .05' TD ,1' LENSES or GREENISH-GRAY ~!HESTON£.
_I 98 as I-!990 NUHEROUS SOn CLAYEY SHA~E LAYERS rROM 101o.1' TO 101o.9'
~IMESTONE: GREENISH*GRAY: SHALEY: LOCAL~Y roSSI~trEROUS: THIN*
-num.
110
,_ SOn (;REENISH*GRAY C~AYE\' SHALE ~AVER ~'ROM 109.2' TO 109.8' IRE~ANO MEMBER 0 SHALE: GREEN ISH*GRAY: SLIGHT~ Y CALCAREOUS t C~AYEY; THIN~ Y
---cxll I NAT EO.
985 ~ 115
,_ ~ a.
SHALE: MEDIUM DARK r.RIY: LDCA~~y C~AYE\'; TH1N~Y ~AMINATED:
-n:TERBEDDED WITH LEN~ES or SANDSTONE; LIGHT GRAY; VERY
- IE 5 100 66 ....980 FINE*t:RAINED: lAMINATED TO 'TR":""'rEO.
- .*.~DSTONE ~ESS THAN 5" I'ROM 11/o .8' TO 127. 5'
~ a:
c:>
,_ 1&1 Ill u ct:
120 z ..J 0 1&1 ::1 a: S~E GRADES lORE COMPETENT AND LESS C~AYEY BELOW 123 ,lo 1
~ 8 97"5
..J 125 CDI~: B~ACK; SHA~E\'; THIN TO MEDIUM BEDDED.
~! 97'0 mt:!: IIEDIUH DARK t:RAY: SliGHT~Y CARIIONACEr.us: CLAVE\' WITH
/30
,_ 94 56
---m!M:EROUS son C~AYEY ZONES: THINLY LAMINATED TO THIN IEDDE
- 1' SHALEY COAL LAYER IT 128,6' I-!965 135
,_ 4.1110** SHALE: HEOtLJH* DARK (;RAY: SLIGHTLY CARBONACEOUS: lOCAllY CLIYE'I'I
~~~~~y LAHINITEO: INTERBEDDED WITH ~ENSES or SANDSTONE:
~IGHT GRAY: rtNE*GRAINED; ~OCAlLY CA~CAREOUS ~*
BEDDED: ~AMINATED TO MEDIUM BEDDED: AND 51~ TSTONE: MEDIUM GRAY: MICACEOUS: THIN TO MEDIUM BEDDED. - - - - I-!960 /40
,_ 99 42 SANDSTONE 20:: AND SHALE 801{ I'ROH 131o.2' TO 1)5,8 1 SANDSTON[ SO% ANO SHALE 50::: I'ROM 13 5. 8' TO 1/o I , 7' SANDSTON[ 21r.! AND S~ALE 80::: I'ROM 1/ol. 7' TO 1lo3. 1' SANDSTON[ 90l' AND SHALE 10)( rROH llo3,1' TO 1/o/o,O'
....955
! SilTSTONE 80" AND SANDSTONE 10~ rROM 1/o/o,O' TO 1/olo,S' SILTSTONE 20Y. AND SANDSTONE 30~ rROH 1/olo,8' TO 11o8.8' 145 1.s 11o**
100 47
~:950 150 ,_ SilTSTONE 30! AND SANDSTONE 2C"- rROH 11o8.8' TO 150.0' Rev. o WOLF CREEK UPDATED SAFE~Y ANALYSIS REPORT Figure 2.5-3.4d (Sheet 2 of 6)*
Log of Boring B-4
.~ ..... BORING B-4 CONT.
...ffiv
- iu
....: UBOIIATOIIY CD: !C c-. u
~ TEST OATA
"' z
"'~
1.1:: ... SYMIOLS DESCRIPrtON$ z 0
- SANDSTONE 20% AND SHALE 80% FROM I 50. 0' TO 157. 7'
-~ 945 .15' SOFT CLAYEY SHALE LAYER AT 15lo.3' 15.'5- 3.9 x1o**
SILTSTONE 50% AND CALCAREOUS ~ANDSTONE 40% FROM 157. 7' TO 100 63 -!940 158. 5'
/6 o- SILTSTONE lOX AND SANDSTONE lOX FROM 158. 5' TO 165. 6' 935
/6.'5- 2.9 x1o** SILTSTONE: HEDIUH DARK GRAY: VERY SHALEY: SLIGHTLY MICACEOUS:
~ONAL LAMINAE OF LIGHT GRAY VERY FINE*GRAINED SAND*
STONE: THINLY LAMINATED. 100 12 -!930 170
,_ NUMEROUS SOFT CLAYEY SHALE ZONES FROM 169. I' TO 173. 5' 925
/7.'5- .05' SOFT CLAYEY SHALE BROKEN ZONES AT 176.1'. 176.5'. 176.9'
*AND 177.2' 100 78 ~~920
/80
.I' SOFT CLAYEY SHALE BROKEN ZONE AT 183 .4' 184. 5' 915 z 0
185i - Q:"T.~80 OS ; E
- 438.000 ps; ~ 0..
lli.:..Q.:. 2 ::I a: 0 a:
-910 5* 100 100 It ~
190 1&.1 (I) (,l <
..J z ~
1&.1 ::I 905 a: 0 c
/95j - ~
ROBBINS MEMBER ..J
~: MEDIUM DARK GRAY: THINLY LAMINATED.
SOFT CLAYEY SHALE BROKEN ZONE FROM 196.1' TO !~6. 5' 100 83 1-!900 2001- 45" FRACTURE AT 201. I' 8 95 205j - 210
,_ 100 100
~90 "t:l*85 215
,_
- I ' CLAYEY SHALE LAYER AT 215.0' 99 93 220
,_ -880
~875 225:_ , .......... r ................... Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34d (Sheet 3 of 6)
- Log of Boring B-4
- ..... ~.... .....
Ulol BORING B-4 CONT. -a: cc ZIE LABORATORY ;;; I.. U> 0
~
c:>U TEST DATA
.. u
,.,J
-z c,.
"o SYMIIOLS DESCRIPTIONS ~z 5
99 99
~70 230-LIMESTONE: PALE YELLOWISH-BROWN: VERY SHALEY: roSSILirEROUS:
----pnmm BEDDED.
r-865 SHALE: DARK GRAY: THINLY LAMINATED: NUMEROUS son CLAYEY SHAL
-ciMINAE IN UPPER 9.0': OCCASIONAL .02' TO .15' PALE 235- 0 YELLOWISH-BROWN DOLOMITIC CONCRETIONS IN UPPER 13.0'.
80 10 r-860 z 240- 0
~
BROKEN ZONE rROM 241.0 ° TO 241 . 3'
~
a:
~55 It 24'5- 55" SLICKENS IDEO rRACTURE AT 244.8' LIJ
<.J 100 96 z LIJ
>-8'50 a:
CLAYEY BROKEN ZONE FROM 249. 7' TO 250.2'
~
250- -I
'-e45 25.5- 0 CLAYEY BROKEN ZONE rROM 256.1° TO 256.6' 99 94 LIMESTONE: MEDIUM GRAY: VERY SHALEY: THIN TO MEDIUM BEDDED.
~AYISH*BLACK: CARBONACEOUS: THINLY ~AMINATED:
-840 --sLfGHTLY CALCAREOUS: INTERBEDDED WITH ~ .002' TO .07' LAYERS or SHALEY LIMESTONE.
260- HASKELL MEHBER LIMESTONE: LIGHT GRAY: riNE-GRAINEO: rOSSILirEROUS: MEDIUM TO
--mm BEDDED.
VI NLANO MEMBER
-835 SHALE: MEDIUM DARK GRAY; VERY CALCAREOUS: rOSSILirEROUS: 207
~LL NODULES or Ll MESTDNE.
26.5- 2..5110"1 COAL: BLACK: SHALEY: THIN BEDDED.
!:l~!JSTONE: Ll GHT GRAY: LOCALLY CALCAREOUS: r INE *GRAINED: SILTY:
100 42. (AAIRAfED TO THIN BEDDED: INTERBEDDED WITH SILTSTONE: MEDIUM GRAY: SLIGHTLY SANO\: LAMINATED TO tRIR 8£00[0.
-830 SANDSTONE 50~ rRQH 263.3' TO 264.6' SILTSTONE 90'." rROH 264.6' TC 267.4' 271'0- SILTSTONE AND SANDSTONE BECOME INTERBEDDED WITH SkALE:
MEDIUM DARK GRAY: THINLY LAMINATED. -- 5 IL TSTDNE 30~ AND SHALE 20~' rROM 267.4' TO 268.9' "iiLTSTDNE 70';' AND SHALE IOl' rROM 268.9' TO 271.1'
-8.'25 SILTSTONE 40;* ANO SHALE 3Dr rROM 271.1' TO 274.3' COAL: BLACK: SHALEY: LAMINATED TO T"IN BEDDED.
27".'5- 3.2.110"1 ~E: DARK GRAY: CLAYEY: CARBONACEOUS: THINLY LAMINATED TO
"""'"THIN BEDDED.
96 52 NUMEROUS ~OP CLAYEY Z~NF.S *RN< 275.8' TO 276.6' SILTST~NE: MEDIUM TO DARK GRAY: SHALEY: SANOY: SLIGHTLY
-8.'20 ~ACEOUS: LOCALLY *"ALCARE'*US: LAMINATED TO ~<EOill~
BEDDED. 280-
~*15 28.'5- .o 100 91 L"'raTON~: LIGHT OLIVE GRAY: SHALEY: 80~ rUSULINID roSSILS:
0 MEDIUM BEDDED: INTERBEDDED wiTH IRREGULAR LAYERS t-8/0 or SANDSTONE: LIGHT GRAY: rtNE*GRAINED: CALCAREOUS: LAM~ THIN BEDDED: AND SILTSTONE: MEDIUM GRAY; 290- SHALEY: SANDY: LAMINATED TO THTFr'B"E"Ol!!lJ: LryCALLY rOSS Ill rERDUS AND CALCAREOUS. LIMESTONE LAYERS rROM 287.9' TO 288.0'. 288.to' TO 289.1'. 290.0' TO 290.1'. 298.1' TO 298.4' ANO 298.9' TC 299.1o'
~05 29.'5- 9.2.110" 7 98 79 f-8 00 300- TONGANOXIE HEHBER Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.S-34d (Sheet 4 of 6)
Log of Boring B-4
- ~
~
~
'()
~IOIIIATOIIIY TEST DATA s ....
ii zc
- 1 co c
0
$1'11/IOL$
BORING B-4 CONT. DESC/tii'TION$ SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH
~
SANDSTONE 20~ Llr."T r.RAY: ~INE*GRAINED: ll"INATEO TO THIN
~ROM 299.~' TO 301.2'
-c
- 0:::0
....<<:a cc ou
-z Ei f-7'95 NUMEROUS SD~T CLAYEY SHALE BROKEN ZONES ~OM 299,5' TO 301.2' SANDSTONE ~0~ ~ROM 301.2' TO 302.9' 30'5- !1.0&10"* SANDSTONE 70:; ~ROM 302.9' TO 311.2' 100 79
....79'0 31 ()- SANDSTONE 20% ~OM 311.2' TO 316.9'
~785 31 '5-96 82 SANDSTONE LESS THAN 5% ~OM 316.9' TO 3%6.9'
~
32'0-
--. 100 100 ~-
32'5-. VERTICAL ~RACTURE FROM 3%5.6' TO 326.2' SANDSTONE 10~ FROM 326.9' TO 330. 7' 33ro- 100 as '"" SANDSTONE LESS THAN 5% ~OM 330. 7' TO 361. Z'
.* 07' SOFT CLAYEY SHALE LAYER AT 33Z.Io' z
~-765 0 Hlo. 8' 33'5...:.
CLAYEY BROKEN ZONE ~ROM TO 33 5. 1'
~ Q.
- l 0
2 a: a:
.ll!:l' 73 f-.760
~ "'
Ul 5* 76 ClAYEY BROKEN ZONE FROM 338.9' TO l39.1o' a: c
..J 3407- CLAYEY BROKEN ZONE ~OM 31o0.0' TO 31o0.8'
""z "'
c"' 5 h 755 ...a: Ul Q
.05' CLAYEY BROKEN ZONE AT 31olo,8' 34'5-100 BZ h 750
.05' CLAYEY BROKEN ZONE AT 349.6' 35'()-
GRAY ISH-BLACK CARBONACEOUS SHALE LAYER FROM 350.6' TO 351.1' f-,745 GRAY ISH*BLACK CARBONAC£0US SHAlE LAYER FROM 3 54.2' TO 351o .3' 35.'5-100 46
~. 740
'()-
WESTON MEMBER
~: DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY LA~ 0 NATEO.
h 735 36.'5-lli.£ 100 100 5* f-,730
'()-
369.3' Q
- 1.250 osi E
- 555.000 ps:
h 725 37.'5- 100 100 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34d (Sheet 5 of 6)
- Log of Boring B-4
BORING B-4 CONT. -a: c LAIOIIATOIIY zo:
...... c ""'
cc C-' TEST DATA u> 0:0
... u 0
c ..... ou
-z
*:a 0:
"'o
;z SYM60LS DESCRIPTIONS 1-:720 380'-'
99 9~ -;715 385- CLAYEY BROKEN ZONE FROM 38~.8' TO 385.0'
-;710 GRADES PLANT FOSSILIFEROUS WITM PYRITE REPLACED SHELLS 390,_
BELOW 389.8'
.1' DOLOMITIC CONCRETION AT 390.7' 100 73 VERTICAL FRACTURE FROM 391.3' TO 391.7' BROKEN ZONE FROM 391.7' TO 392.3'
-;705 SOUTH BEND MEMBER LIMESTONE: LIGHT GRAY: F"INE*GRAINED: FOSSILIFEROUS: THIN TO 395- ~BEDDED: SANDY IN BASAL 1.0'.
VERT I CAL OPEN FRACTURE FROM 3~. ~' TO 397.2' SHALEY FROM 395. 5' TO 395. 7'
-:roo ROCK LAKE MEMBER SHALE: DARK GRAYi CALCAREOUS: THINLY LAMINATED: INTERBEOOFD 100 94 --v!'TM LIMESTONE: LIGHT GRAY: SANOY: LAMINATED Tl. THIN BEDDED.
400,_ SHALE 60~7.0' TO ~00.9' 70" OPEN FRACTURE FROM ~00.~' TO ~00.7' SHALE" 30'1: FROM 400.9' TO ~02.~' 405 -* 695 BORING COMPLETED AT "02 ... FEET ON 5*31*73. CASING USED TO A DEPTH OF 19.0 FEET. GROUNDWATER LEVEL RECORDED AT 51.9 FEET ON 6*1* 73. FOURTH PIEZOMETER INSTALLED AT AN INTERVAL FROM 5. 0 FEET TO 26.0 FEET ON 7*30* 73. THIRD PIEZOMETER INSTALLED AT AN INTERVAL FROM 35.0 FEET TO 48.0 FEET ON 7*30*73. SECOND PIEZOMETER INSTALLED AT AN I'ITERVAL FROM 60.0 FEET TO 86.0 FEET ON 7*30*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 109.0 FEET TO 188.0 FEET ON 7*3C*73.
;~f~~~:rER READINGS ARE PRESENTED ON TABLE Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34d (Sheet 6 of 6)
Log of Bor~ng B-4
BORING B-!5
....a;: ....
~
za: .. z:::o
..IU cc
..=~..
LAIOIIATOII'I' SUII,ACE ELEVATION 1093.9 u> 0 l:j TEST DATA i! .... a:o tDORDIIIATUo
- 584!67.. [ 211117'"*0 -z
~ r DESC/1/I'T/DNS :;;z 0
..!..i!. 2*
- w. 23.2%
0
- 99. I pc:f 1- 1090 ORANG ISH* BROWN AND GRAY CLAYEY SILT WITH TRACE OF 5- !!.:..2!. I* YELLOW SILTY FINE SAND INCLUSIONS; (MEDIUM S
- 820 psf w
- 20.8% , ESIDUUM OF JACltSON PARK MEMBER).
GRAY ISH-ORANGE SILTY CLAY: CALCAREOUS; RELICT inioo lNG; 85. 0
- 107. 5 pc:f SOME ROCK FRAGMENTS: (HARD) (SOIL C HOR I ZDN DEVELOPED FROM i:.1!. 1085 WEATHERED SHALE OF THE HEUMADER MEMBER).
~
P
- 2.000 psf S
- 3.000 psf w
- 17.9%
0
- 112.3 pc:f
/.'5- i:.l' 47 12
- 1080 5*
2 0-100 eo - 1075 SHALE: MEDIUM GRAY: VERY CALCAREOUS: FOSSILIFEROUS: CLAYEY:
~ASIONAL SHALL LIMESTONE HOOULES: THINLY LAMINATED TO THIN
-. 1- 107'0 BEDDED: SLIGHTLY WEATHERED TO GRAYISH-DRANGE IN UPPER 0.6'.
2 5- 77 39 Ual0"1
~ /065 3 0- SHALE: MEDIUM GRAY: VERY CALCAREOUS: CLAYEY: FOSSILIFEROUS:
--r'R'IN BEDDED.
PLATTSMOUTH MEMBER LIMESTONE: LIGHT GRAY: FINED*GRAINEO: FOSSILIFEROUS: THIN TO
~BEDDED: LIMESTONE BEDS SEPARATED BY .02' TO
- 7' LAYERS
~ 1060 OF SHALE: MEDIUM GRAY: CALCAREOUS: CLAYEY: THINLY LAMINATED
- 3 5- 5.3alo** 100 53
. I' SH:rt!""TAYERS AT 33. 5' AND 33.8' CLAYEY SHALE LAYER FROM ]5. 9' TO 36. 6'
- 4 0-4 5-
!.!....i:.
Q
- 16.440 osi E
- 9.028.000 psi 0
100 88 74 28
~
~
1055 1050 HEEBNER MEMBER SHALE: GRAYISH*BLACK: CARBONACEOUS: THINLY LAMINATED:
---atCASIONAL LENSES ~F LIGHT BROWN SANDY CALCAREOUS SILTSTONE.
LEAVENWORTH MEMBER LIMESTONE: MEDIUM GRAY: ~INE*GRAINEO: roSSILIFEROUS: MEDIUM
~: SHALEY IN UPPER 0.1'.
z o* o.. 5 2 a: e "'z 5 a:
~
/045 SNYDERVILLE MEMBER
~
SHALE: DARK GREEN I SH*GRAY AND MEO IUM OAR K GRAY: VERY CALCAREOUS. 5 0- ---atCASIONAL LIMESTONE NOOULES1 THIN BEDDED. 0 cl LIMESTONE: MEDIUM GRAY: FINE*GRAINED: FOSSILIFEROUS: MEDIUM cl
~-
SHALE: MEDIUM DARK GRAY: CLAYEY: VERY CALCAREOUS: OCCASIONAL
"'0a: :r on 54.9' 0 1- /040 ~LL LIMESTONE NODULES: THINLY LAMINATED TO THIN BEDDED.
20° FRACTURE AT 47.9' 5 5- Q:l.no osi 99 45 10° SLICKENSIDED I'RACTURE AT 48.5' E
- 323.000. psi 60° S'-ICKENSIDED I'RACTURE AT 50.7' 45° SLICKENSIDED FRACTURE AT 52.2' NUMEROUS SOFT CLAYEY SHALE LAYERS F"ROM 52.6' TO 53.7' 1- !035 40° SLICKENSIDED F"RACTURE AT 57.6' TORONTO MEMBER 6 0- LIMESTONE: LIGHT GRAY TO VERY LIGHT GRAY: FINE*GRAINEO:
-.osnr1FEROUS WITH FOSSIL F"RAGMENT BEDS: OCCASIONAL .001' TO OS' DARK GREENISH*GRAY SHALE PARTINGS.
- 63. 7' VERY SHALEY F"ROM 58.0' TO 58.8' Q:l3.390 *** ~- /030 GREEN ISH*GRAY CALCAREOUS SHALE LAYER FROM 6%.0 ° TO 62. 2' 6 5- E
- 8. 594.000 psi 9.7110"'
100 97 1- 1025 SHALEY FROM 69.5' TO 71.3' 0-10.8110"' 1- 1020 100 69 7'5,_ Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34e (Sheet 1 of 6)
- Log of Boring B-5
-a:
U'" BORING
- B-5 CONT. %:::>
0 L.ABOIIATOitY ! .... za: 0 cc TEST DATA
~
u> a:o
.. u .....
ou
-z C2
" "o
- z SYM60LS DESCRIPTION$
10.8110-* SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH 80 - - 1015 -ct~SES r-* SANDSTO~E: LIGHT GRAY: rtNE*GRAINED: LOCALLY CALCA;!EQU5~ED TO THIN BEDDED: AND SILTSTONE: MlOIUM DARK GRAY: MICACEOUS: LAMINATED TO 'I"R'Trr!tllED. SILTSTONE AND SANOSTO*E LESS THAN 10~. ;ROM 76.8 TO 79.0' SANDSTONE 25' AND SILTSTONE 25~: FROM 79.0' TO 82.0' 50'1 CLAYEY SHALE BROKEN ZONE FROM 80.0' TO 80.4' s*,OSTONE 40' AND SILTSTONE 10;-: *ROM 82.0' TO 90.7' 85 - 1.2s10** 95 40
- ICKO NUMEROUS LAMINAE OF SOFT CL'AYEY SHALE FROM 8".9' TO 86.6'
~* ~. /005 NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 87.9' TO 88.6' l d . 8~
901- SANDSTONE 25~. AND SILTSTONE 10,; FROM 90. 7' T~ 92.8' SANDSTONE AND 51 L TSTQNE LESS THAN 10~* FROM 92.8' TO 97.2' 1000 95-
~
0 100 49 SHALE GRADES CARBONACEOUS BELOW 95.0' WILl lAMS BURG COAL BED COAL: BLACK: SHALEY: LAMINATED TO MEDIUM BEDDED. 100 - -.995 ~E: MEDIUM DARK GRAY: CLAYEY: CALCAREOUS; SLIGHTLY 1 5"":::~;~~~C~h;~~~ BEDDED. AMAZONIA MEMBER SHALE: GREENISH*GRAY: VERY CALCARE~US: THINLY LAMINATED: WITH
-ctNSES AND NODULES QF SHALEY LIMESTONE.
LIMESTONE LAYER FROM 101.8' TO 102. Q' 105 - 0 98 21
-.990 LIHESTONE: LIGHT GRAY: FINE*GRAINED: Tf'IN TO MEDIUM BEDDED:
OCCASIONAL .001' "EOIUH GRAY SHALE PARTINGS. I RELANO MEMBER 108. 5' SHALE: GREENIS>'*GRAY IN UPPER 1.0' GRADING TO MEDIUM OAR*. GRAY ld
- 81:1: --nLow, LOCALL'I CLAYEY: THINLY LAMINATED: INTERBEDDED WITH LENSES CF SANDSTONE: LIGHT GRAY: FINE*GRAINED: LOCALLY
~ ~
985 CALCAREOUS~ED TO THIN BEOOEO,
/101- s* NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 103."' TO 108.4' SANDSTONE LESS THAN 10* FROM 103.4' TO 112.7'
- 980 100 ~ S4MOSTONE LESS THAN 1"' FROM 112.7' TC 120.2' 30 SLICKENSIDED FR~CTURE 'T 114.1' z
115*- 0 1.0° SLICKENSIDED FRACTURE AT 114.5' SHALE GRADES CARBONACECUS BELOW 116.2' 0
~
- I! G.
- 975 a: ::>
0
....0 a:
120 1- 100 69 COAL: BLACK: SHALEY: T" IN BEOOEO, c.:>
~E: HEOIU~ DARK GR"*: THINLY LAMINATED. w
(.) zw (I) t"Cl!\' BROKEN ZONE FAC .. 120.7' TO 121.8' < SOFT CLAYEY SIIALE BROKEN ZONE FROM 122. 2' TO 122. 5' ...1
/25
,_ 0
- 970 BROKEN ZONE FROM 124.4' TO 124.9' SHALE: MEDIUM DU>: GRAY: THINLI LAMINATED: INTEP.BEDDED WITI' a:
~
c.:> 0 Q
-nNSES OF SANOST~NE: Lli;'iT GRA\': <INE*GRAINED: LCCALLI ...J CALCAAEOUS~ED TO THIN BEDDED.
SANDSTONE 40' FROM 125.0' TO 129. 7' r-- 965 /301- 100 68 SANDSTONE 7cn'. FROM 129.7' TO 132.0' SANDSTONE 50'- FROM 132.0' TC 133. ~* SANDSTONE 707. FROM 133. 5' TO 136.0' 135 - 9.7llo-* I - 960 . 05' CLAYEY S*<ALE BROKEN ZONE A1 134 ... ' SANDSTONE AND SHALE BECOME INTERBEDDED wiT" Sll TSTI)NE: MEDIUM DARK GUl: MICACEOUS: LAMINATED TO T!!IN B~ I 10 SANDSTONE 40Y AND SILTSTONE 201: fCAN< 136.0' TO 142.0' 58! - 955 140,_ ! SANDSTONE 20~ AND Sll.TST~N£ lOl' F~0~ 1~2.0' TO 15".6' SOFT CLk'IEY SHALE BR~KEN ZONE FAC~ 143.1' TO 1~3.4' r-- 950 145,_ 8.3slo-* 100 I 54
'-- 945 o:ALCAAEOUS SANDSTONE LAYER f'IIO~ 149. 5' T~ 149.8'
/50 *- I -. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34e (Sheet 2 of 6) Log of Boring B-5
- - /51'()
L.AIOII&TOIIT TEST D&T& c
- i
~
r'" e .." c SYMIDL$ BORING B-5 CONT. IJESCiti~TIDNS
-c z::>
cc
&..I
-z
=~
=z
~ SANCSTONE 50'l: AND SilTSTONE 20% l'ltOM 15Jo.6' TO 15Jo.9' 15.'5- 0 SANDSTONE 10'l: AND SilTSTONE 20% l'ltOM 15Jo.9' TO 155.9' SANDSTONE 50'l: AND SilTSTONE )O'l: l'ltOM 155.9' TO 157.2' 95 lie *SANDSTONE 5% AND SilTSTONE 80'l: l'ltOM 157.2' TO 158.5'
~ 935 SANDSTONE 20'l: AND SilTSTONE loO'l: l'ltOM 158.5' TO 160.3' 16'()- SilTSTONE IOO'l: l'ltOM 160.3' TO 162.2' SANDSTONE )0% AND SilTSTONE 1<011: l'ltOM 162.2' TO 16).0' SANDSTONE 10'l: AND SilTSTONE 60% l'ltOM 163.0' TO 170.5' 165 0
100 7'0-
~-
- 925 SANDSTONE lESS TIIAN 5% AND SilTSTONE ZO'l: FROM 170.5' TO 197.7' NUMEROUS SOFT ClAYEY SHAlE BROUN tONES FROM 170.9' TO 171. 7'
'5-0 94 lll
- 920 1801-
- 915 Jrf' FRACTURE AT 178.6' NUH£ROUS SOFT ClAYEY SHAlE lAMINAE FROM 182.2' TO 183.9' 910 18.'5- 0 NUH£ROUS SOFT ClAYEY SHAlE lAMINAE l'ltOM 185.lo' TO 186.6' 100 llll 19 o- - NUMEROUS SOFT ClAYEY SMAlE lAMINAE FROM 189.2' TO 196. 5'
'5-
&.h 1o** - !JOO 98 ell ROBBINS MEMBER
~: DARK GRAY: THINlY lAMINATED.
895 20o-BROKEN ZONE l'ltOM 202. 5' TO 203. 5'
'5- 0 88 ..0
- 8!10 SOFT ClAYEY SHAlE BROKEN ZONE l'ltOM 203. 9' TO 205. 5' SOFT ClAYEY SHAlE BROKEN ZONE FROM 206.1<' TO 206.6' o- - 885 .1' BROKEN ZONE AT 211.0'
.1' BROKEN ZONE AT 212.3' 100 &4 2/.'5- 0
- 880 100 94 2207-100 94 7.a .1o-"
22'5- - 8ro Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34e (Sheet 3 of 6) Log of Boring B-5
uw
§ 0 BORING B-5 CONT. -cz:
- Z::>
zcz: I.ABOIIATOIIY
-z iii 0 c u> 0 IOU TEST DATA ~
cz:o wu
=z
.. 2
~ " SYMBOLS DESCRIPTIONS "o
L 1"-ESTONE: PALE YELLOWISH*BROWN: VE~Y SHALEY: FOSSILIFEROUS: 7.2 x1o** ,.AAif'IIIAIED TO MEDIUM BEDDED. SHALE: CARK GRA~; SLIGHTLY CARBONACEOUS: THINLY LAMINATED! t- 865 -m:cASIONAL .05' TO
- I' PALE YELLOWISH*BROWN DOLOMITIC 230,_ CONCRETIONS.
100 94 235 - 0 1- 860 t- 855 BROKEN ZONE FROM 238. 5' TO 243. 5'
- 46 0
- I 0 BROKEN ZONE AT 244.8' t- 850 . 1,' BROKEN ZONE AT 245.8' 245 :5.6110"'
100 *n 1- 845 250 t- 840 255 *- :5.9xl0" 7 GRAY: FINE*GRAINED: FOSSILIFEROUS: THIN TO I I
~INLAND MEMBER 100 70 1- 835 260
,_ SHALE: MEDIUM GRAY: VERY CALCAREOUS: FOSSILIFEROUS: 20r
--cTMESTONE NODULES AND FOSSILS.
SANDSTONE: MEDIUM LIGHT GRAY: VERY FINE*GRAINED: SILTY: CAAI.RAIED TO THIN BEDDED: INTERBEDDED WITH 50~ SILTSTONE: MEDIUM GRAY TO GRAYISH*6LACK: LOCALLY CARBONACE~ LAMINATED TC THIN BEDDED. t- 830 . CLAYEY CARBONACEOUS SHALE LAYER FROM 259.9' TO 260.2° 265 - 7.2 al0" 7 100 !5
,_ f- 825 COAL: BLACK: SHALEY: THIN BEDDED.
270 ~E: MEDIUM DAR~ GRAY: SILTY: CALCAREOUS:
~INLY LAMINATED TO THIN BEDDED.
LOCALLY CARBONACEOUS: SOFT CLAYEY SHALE LAYER FROM 269. 7' TO 269.9' BROKEN ZONE FROM 271.8' TO 273.5' 820 GRADES TO 50!1' SHALEY SILTSTONE AT 274.0' 27'5~- 1.8 xl0" 7 92 90 f- 815 280,_ SHALE: DARK GRAY; VERY CAI.CAREOUS; SLIGHTLY CARBONACEOUS: ~
--rt!SULINID FOSSILS: LAMINATED TO MEDIUM BEDDED.
810 TONGANOXIE MEMBER 285,_ SHAI.E; DARK GREEN ISH*GRAY: SLIGHTLY CARBONACEOUS: OCCASIONAL Ulx10" 7 ----;"tl'SSILIFEROUS LIMESTONE NODULES: LAMINATED TO MEDIUM BEDDED. SHAI.E: MEDIUM DARK GRAY: THINI.Y LAMINATED: NUMEROUS LOW ANGLE
~LICKENSIDED FRACTURES AND SOFT CLAYEY SHALE LAYERS.
96 28 1-290,_ .I' PAL£ YELLOWISH*BROWN CONCRETIONS AT 290.4' AND 292. 5' SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTEIIBEDDED WITH 800 --;;!iNDSTONE: LIGHT GRAY: FINE*GRAINED: LAMINATED TO THIN 295 *- 4.2 xiO"' ~ NUMEROUS LOW ANGLE SL I CKENS I OED FRACTURES AND SCFT. CLAYEY 97 1!5 SHALE LAYERS F'ROM 292.6' TO 293. 7' SANDSTONE 40~ FROM 292.6' TO 298.8' NUMEROUS CLAYEY SHALE LAMINAE FROM 293. 7' TO 297.3' 1- 7'95 300,_ SANDSTONE 75% FROM 298.8' TO 307.1' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-~4e (Sheet 4 of 6) Log of Boring B-5 Rev. 0
- ~
~
~
0 LAIOIIATOIIY TEST DATA e
~-
=!
"'i I*
t 0 c BORING B-5* CONT. DE$Cit/1'TIONS
-c z::>
cc Col
-z
<<:a Ei
,_ ~.
l!I.Oalcr
- I&
SAIIDS'IONE lOll: FROM 307. I' '10 319. 5' 7'8$
'lo-
'$- :!1.:!1&10...
- t2
~ .I' CUY[Y IROK£N ZONE AT 313.7'
~ SAIIDS'IONE LESS TIWI S'l I'IIOM 319.5' TO 353.6'
'2/)-
IROK£N ZONE I'IIOM )20.0' TO )20.5' IROIC£N ZONE FROM 32%.3' '10 32%. 6' 100 1115 t-;
'25- l!I.Oalcr'1 IROIC£N ZONE I'IIOM 325.0' TC 325.~'
IROK£N ZONE FROM 325.8' TO 326.0' VE'RTICAL FRACTURE FROM 326.0' TO 3%6.5' IROK£N ZONE FROM 326.8' TO 327.0'
~
3o-100 100
~. 7'60
'35- 5.1& v*
z0
'4o- 100 M
~ 7'$$
sa:: 2 f 1-7'$0 a::
'4$- 4.4al0"* Ill
~
c 99 94 .06° CARION&CEOUS SHALE LAYE'R AT 3lt6.6° a:: 1-CARIDNAC£0US SHALE LAYER FROM 31t9.2' TO 3lt9.6'
'50-1-.
W£S'ION MEHlER 1-7'40 SHALE: MEDIUM DARK GRAY: SLIGHTLY CARIONACEOUS: THINLY
'$$- Ualo- 1
-r::'RINATEO.
96 IS f-
'6o-
*.OCCASIONAL CLAYEY S'4ALE LAMINAE FROM 363.0' TO 365.8' 1-7'30*
'6$- 1.4alo**
CLAYEY BROKEN ZONE FROM 366.9' '10 367.7' 100 38 1-7'2$ 3 7'0-5.:\!lalo- 1
. I' SOFT CLAYEY SHALE LAYE'R .AT 374.1' 1-7'20 37'$r-WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34e (Sheet 5 of 6)
- Log of Boring B-5 Rev. 0
- ~ c
...... ~..... BORING B-5 CONT. -a:
...cc...
L.ABOIIATORY
~
ZG:
"0 1.. ......
TEST DATA u> G:O
§
-z
~ "'
~
~ SYMBOLS DESCRIPTIONS c,.
~z
.05' SO~T CLAYEY SHALE LAYER AT 377.1'
!1.3110-*
380,_ 100 80 - 7'15 3.9xlo-* ~ 7'10 BROKEN ZONE rROM 38~.6' TO 385.1' 385- SOVTH BEND PlfMBER LIMESTONE: MEDIUM LIGHT GRAY: riNE*GRAINEO: roSSILI~EROUS: 94 1!1 OCCAS ibNAL BROWN I SH*GRAY SHALE PARTINGS; THIN TO THICK BEDDED: SANDY IN BASAL I. 2 rEET. 390
,_ L..J ~ 7'05 ROCK LAKE MEMBER SHALE: MEDIUM DARK GRAY: CALCAREOUS: THINLY LAMINATED:
--niTERBEDDED WITH IRREGULAR LAYERS AND LENSES or LIME STONE; 3.9xlo-* MEDIUM LIGHT GUY: r!NE-GRAINED: LOCALLY VERY SA~
~ 700 LAMINATED TO MEDIUM BEDDED.
395 *- 100 76 SHALE 60% rROM 391.0' T' 395. I' SHALE 20~ ~ROM 395.1' TO 396.6' ~ IC"r SHALE ANC 90~ SANOY LIMESTONE ~ROM 396.6' TO 398.1' 0 a:
- ~ 695 SANOSTUNE: LIGHT OL I VE GRAY: ~I NE
- TO M£0 IIIM*r.RA I NED: SL I GHTL Y "
400,...; CALCAREOUS: OCC:ASIONAL MEDIUM DARK GRAY SHALE PARTINGS: THIN TO THICK B£~0En. " z c;; VERTICAL OPEN rRACTURE ~ROM 400.3' TO 401.5' z Cl 100 VERTICAL OPEN ~RACTURE ~ROM 404.2' TO 405.8', CALCITE-LINED ..J
~ 690
!18 rROM 405. I' TO loOS. 8' 405*-
BORING COMPLETED AT 405.8 rEET ON 6*5*73. CASING USED TO A DEPTH or 16.2 rEET. GROUNDWATER LEVEL RECORDED AT 71.8 rErt ON 6* 7*73.
~ 685 THIRD PIEZOMETER INSTALLED AT AN INTERVAL ~ROM 5.0 410 FEET TO 72.0 rEET ON 8*7*73.
SECOND PIEZOMETER INSTALLED AT AN INTERVAL rROM 86.0 FEET TO 98.0 rEET ON 8*7*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL rROM 288.0 rEET TO 348.0 rEET ON 8*7*73. PIEZOMETER READINGS ARE PRESENTED ON TABLE :.4*2?. Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34e (Sheet 6 of 6) Log of Boring B-5
- LABOIIATOIIT L.£.!.
II
- TEST DATA 2*
17.6:1: r 5 .... ii
~
- II c
~~
0 11:0 wu 0 0 c
-1125 BORING B-6 SUII,AC! !UVATIOII 1128.4 cc
-z
~~
- 1:.2!
D
- 103.6:1:
141 lSI GRADES ORANGE BROliN WITH TRACE OF ~ IGKT GRAY. II
- 18.6:1:
D
- 108.6 pcf
- 1/20 C~AY CREEK MEMBER 10 -i:.£:.
s
- 865 ~*'
II
- 23.6:1:
D
- 119.2 pcf 91 .. r- 1115
~ Mf.fsMiri~~ :;"~ls~~NE*GRAIII!':
MODERATE~ y* WEATHERED THICK BEDDED:
'10 GRAY I SHoO RANGE FROM 13. 1' '10 13.3' 15 - 100 12 JACKSON ,ARK MEMBER SHALE: MEDIUM TO DARK GRAY: CA~CAREOUS: THIN BEDDED '10 THIN~Y
-,;MINATED: IKTERBEDDED WITH SANDSTONE: UGMT GRAY: FINE*
GRAINED: CA~CAREDUS. ---- HIGH~Y WEATHERED '10 GRAYISH-DRAIIGE FROM 13.3' '10 llo.2' 0 0 ~ 1/10
~: MEDIUM DARK GRAY: ~CAREOUS: THIN~Y ~INAT£0.
20 24.7' , ..... . - ,.r-1105 100
~48:1:
SHA~E: MEDIUM DARK GRAY: CA~CAREOUS: THIN BEDDED '10 THIN~Y 1100
~
----oJ!INATED: INTERBEDDED WITH .DI' TO .04' ~ENSES OF SANDSTONE
~IGHT GRAY: FINE*GRAINED: C~CAREOUS. ----
- SANDSTONE: LIGKT GRAY: FINE-GRAINED: DOWMITIC: THIN BEDDED:
IAI£k8EDDED WITH IRREGULAR LAYERS OF SHALE: MEDIUM DARK 12r-10!15 100 GRAY. -- SHALE PERCENTAGE DECREASES FROM 40:1: TO 10: FROM 31.8' '10 35.3' SHA~E ~ESS THAN 5% FROM 35.3' TO 36.7' LIM!STONE: LIGKT GRAY: SANOY: FINE*GRAINED: THIN BEDDED:
--mmlfEDDED WITH IRREGUUR .01' '10 .03' UYERS OF SHA~E:
~ /090 MEDIUM GRAY: CA~CAREOUS. --
- SHA~E PERCENTAGE I NCR EASES FROM 5% TO SO: FROM 36. 7' '10 39. 9' HEUMAOER SHA~E HEMlER SHA~E: MEDIUM DARK GRAY: DO~OMITIC: THINLY LAMINATED: INTER*
---s!DDED WITH OCCASION&~ .01' ~ENSES OF SANDSTONE: ~IGHT GRAY:
r-.1085 FINE*GRAINED: CA~CAREO~:O. ----
- 91 IS .I' PA~E YE~~OWISH-BROIIN DO~OMITIC CONCRETION AT 42.2' 48.0' J*.Jt* 1080 id"':"'fo't:
50 - SHA~E BECOMES DARK GRAY AND CARBONACEOUS FROM 51. 1' TO 52. S'
.,r- I~
100 SHA~E: MEDIUM GRAY: VERY CA~CAREOUS: FOSSI~IFEROUS: THIN BEDDED
---r"O' THIN~Y ~AMINATED: IKTERBEDDED WITH 40:, .DI' TO .04'
-~ENS£$ OF~: ~IGHT GRAY: S~IGHT~Y SANDY.
/fmJ
~
60 91 99 r- 1065 65 - PUTTStotlUTH MEMBER
~IHESTONE:
-,rnrmc,
~IGHT GRAY: FOSSI~IFEROUS: FINE*GRAINED: ~OCA~~y THIN TO MEDIUM BEDDED: ~IMESTONE BEDS SEPARATED BY
.04' TO .5' ~AYERS OF SHA~E: MEDIUM DARK GRAY: CA~CAREDUS:
THIN~Y ~AMINATED. -- r- 1060 .15' SHA~E ~AVER AT 6't.3'
. I' SHA~E ~AYER AT 65. 1' 7'0 - 99
*~
.I' SHA~E ~AYERS AT 67.6' AND 68.D'
.2' SHA~E LAYER AT 7D.O'
.5' SHALE LAYER FROM 70.)' '10 70.8'
.2' SHALE LAYER AT 71.0' 1-.1055 7'5 -
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34f (Sheet 1 of 6) Log of Boring B-6
- Rev. 0
-o:
.. e BORING 8-6 CONT.
LAIOIIlTOIIY TEST DATA
.,WE~= ::;
u> 0:0 wu c 0 c
...cc Z:::>
II: ...I ou
-z
~v 0:
SYIIIIOLS DESCRIPTIONS
=~
=tz HEEBNER MEMBER 78.~* 3*. 4* 100 100
~~~2mo~R~~s~~L~~A~~i~;:~~5~6 ~mo~~~~o¥g' .~~~Nt~YERs oF id"":97S 1-.1050 L !"£STONE: LIGHT GRAY; SILTY.
LEAVE~MBER 80,_ LIMESTONE: LIGHT BLUISH-GRAY: FINE-GRAINED: FOSSILIFEROUS:
----.mrrtlR BEDDED: SHALEY AT TOP.
!1..:!' . 3*. 4*
SNYOERV I LLE MEMBER ld
- 3% SHALE: MEDIUM GRAY: VERY CALCAREOUS; THIN TO MEDIUM BEDDED:
f- 1045 ~ s *~:~~\~~c~~:~s 0 .\r 81.6' 98 85 *- 61
. IS' CLAYEY ZONE AT 8S.O' TORONTO MEMBER liMESTONE: VERY LIGHT GRAY: FINE-GRAINED: FOSSILIFEROUS WITH
~FRAGMENT BEDS: THIN TO THICK BEDDED: OCCASIONAL .01' f-./040 TO
- 02' GREEN I SH*GRAY SHALE PARTINGS.
90
,_ FRACTURED AND BROKEN WITH SO'% GREENISH-GRAY SHALE Fl!OM 86.0' TO 87.0' ~
loO% GREENISH-GRAY SHALE PARTINGS Fl!OM 87.0' TO 90.~'
"'a:
-1035 0
. I' BROKEN CLAYEY ZONE AT 94. I' 95 - 100 68 100
,_ - /030 .OS' GREENISH-GRAY CLAYEY SHALE LAYER AT 97. 7' 78 49 SHALE: MEDIUM DARK GRAY; THIN BEDDED TO THINLY LAMINATED:
1-1025
---nn'ERBEDDED WITH .01' TO .06' LENSES OF SANDSTONE: LIGHT GRAY; F INE*GRA I NED: CALCAREOUS. ----
NUMEROUS SOFT HOR IIONTAL CLAYEY SHALE LAYERS FROM 10 I. 8' /05 TO IOS.7'
. IS' SOF'T CLAYEY SHALE LAYER AT lOS. 5' SANDSTONE loO% TO 50% Fl!OM IOS.8' TO 115.8' 1- 1020
/10,_ 100 72
.0"' SOFT CLAYEY SHALE LAYER AT 112. 7' 115 120 90 30
- /015
- 1010
-1005 SANDSTONE LESS THAN 10% FROM 115.8' TO 120.6' SHALE BECOMES GRAYISH"BLACK FROM 120.2' TO 120.6' WILL lAMS BURG COAL BED COAL; BLACK: MEDIUM BEDDED.
'S'RTCE: GREENISH-GRAY: CLAYEY: CALCAREOUS: THINLY LAMINATED TO
""""'"Rt'DIUM BEDDED.
FRACTURED AND SOFT Fl!OM 121.9' TO 123.~' 125 - 90 30 NUMEROUS SOF'T CLAYEY ZONES FROH 126.1' TO 127.~' AMAZON lA KEMBER
- /000 LIMESTONE: GREENISH*GRAY; SHALEY: FINE-GRAINED: LOCALLY VERY
~AND SOFT IN UPPER PORTION; T~IN TO THICK BEDDED.
vi~y S~~ c~mtY L~~~~ ~~0~ i 2A: 2 130 - *** -=* 9' TO 129.2' DENSE SHALEY FOSSILIFEROUS LIMESTONE FROH 130.2' TO 131.9' IRELAND MEMBER SHALE: DARK GRAY: SLIGHTLY CALCAREOUS; THINLY LAMINATED TO THIN f- 995 -,roo EO: OCCASIONAl
- 0 I' TO . 02' LENSES OF SANDSTONE: liGHT 135 - 96 20 GRAY: FINE*GRAINED: CALCAREOUS. ----
NUMEROUS LAYERS OF SOFT CLAYEY SHALE FROM 131.9' TO 1)5.S' f-.990 140
,_ SHALE BECOMES CARBONACEOUS* FROM 13 8. I ' TO I lo 5. 5' 92 33 f- 985 .05' SOFT CLAYEY LAYER AT llo5.3' 145 - COAL; BLACK; THIN TO MEDIUM BEDDED: SHALEY.
SHALE: DARK GRAY: THINLY LAMINATED TO THIN BEDDED: INTERBEDDED
-vT'TH IRREGULAR .01' TO .I' LENSES OF CROSS-BEDDED, RIPPLE*
f-.980 MARKED SANDSTONE: LIGHT GRAY: F1 NE *GRA 1NED. 149.1' .~' SOFT C~LE LAYER FROM 146.3' TO 146.7' /50 -
- 290 ps t
- 30,300 psi WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34f (Sheet 2 of 6)
Log of Boring B-6. Rev. 0
- /50 LAIOIIATOIIT TEST OAT&
z c Cl 8YIIIOLS BORING B-6 CON't SANDSTONE LESS THAN 10% ~ROM 146. 7' TO 149.6' uw
-c
- 0:::>
cc
-z
*c c:l
- Oz SANDSTONE 30% TO 50% ~ROM 149.6' TO 160.3' 91 .8!1 975 145 -
TO 20 -,
/60 - SANDSTONE LESS TNAN I~ YIIOM 160.3' TC 175.5'
. I' BROKEN ZONE AT 161.4' BROKEN ZONE ~011 162.8' TO 163.1' 16$ - 100 42
-,960 .2' SANDSTONE LAYER AT 167.3'
.05' SO~T CLAYEY SHALE LAYER AT 167.8' 170 - . I' BROKEN ZONES AT 169.2' AND 169. 5'
. 2' CLAYEY BROKEN ZONE AT 170.8'
-. -,955 17$ - 11 41 ROlliNS HEMIIER
~:.DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY LAMINATED.
-,!150
/80 - .I' son CLAYEY SHALE ZONES AT 182. 5' AND 182.8' 7!1 !II -
/85 -
190 - 100 47 NUMEROUS .ll4' TO .15' LAYERSO~ SO~T CLAYEY SHALE ~ROM 1~1.7' TO 196.7' 195 - '0° ~RACTURE ~ROM 1~5- I' TO 195 4' 200 - 14
"' -!SO
-,925 205 - 100 16 VERT I CAL ~RACTURE ~ROM 207.2' TO 207. 6'
- I' SO~T CLAYEY SHALE LAYER AT 207.7'
-,920 4S0 CLAY*LINED ~RACTUR£ AT 208.5' 60° OPEN ~RACTURE AT 209.8'.
210 -
-.915 215 - !10 12 220 -
-910 I' Son CLAYEY SHALE lAYER AT 2'~- 2' 100 87
- 905 225 -
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Ji~ure 2.5-34£ (Sheet ~of 6) Log of Boring B-6
- Rev. 0
~
LAIOIIATOII'I' TEST DATA ld
- 76%
3*. It* 0: t co wu 0 zc u> 0: 0 0 0: r- 900 S'I'IIIOL$ BORING B-6 CONT. DESt:ltii'TIONS
-o:
cc cou
-z c"'
"'o
- Oz 111 230,_
9 SHALE I£CDM£S DARK GRAY AND SLIGHTLY CARBONACEOUS FADM 232.8' 100 100 TO 236.3'
~ 895 2~ *- 100 !9 SHALE: DARK GRAY: VERY CALCAREOUS: FOSSILIFEROUS: MEDIUM
---rE'DDED.
SHALE: DARK GRAY: SLIIOHTLY CARBONACEOUS: THINLY LAMINATED: 890 --m:cASIDNAL .05' TO .15' PAL£ YELLOWISH*IROWN IRONSTONE CONCRETIONS. 2401- VERTICAL CLAY*LIN£0 FRACTURE ZONE FRnM 238.~' TO 2]8.9' VERTICAL OPEN FRACTURE FROM 132.2' Tll 231.8' HASKELL MEMIER 100 81 r- 885 LIMESTONE: LIGHT GRAY: FINE-GRAINED: 10::: FUSULINIO FOSSILS:
,_ -.mmJ11 TO THICK BEDDED.
V INLAND HEMlER LIMESTONE: LIGHT GRAY: FOSSILIFEROUS: SANOY: THIN BEDDED:
-ni'Tm£00£0 biiTH ~0\1: DAU GUY SHALE.
SANDSTON£: LIGHT GRAY: FINE-GRAINED: MICACEOUS: SLIGHTLY 880 --nrn'l!EOUS: THIN TO THICK IEDDED: nCCASIONAL .01' DARK GRAY SI:IALE PARTINGS. 2501-
,. ** ~D~~~E=~~~Rg~;y ~JL .:g"!ai! ~~~g~:~mED n;::c~R~~D IUM
~ SHALE IECDM£5 LIGHT GREENISH-GUY AND VERY DDLDMITIC FROM 254. I' TO 254. 7' 2~ WESTPHAL lA MEHlER LIMESTONE: LIGHT GRAY: FINE-GRAINED: 60S FUSULINID FOSSILS:
IAIA 10 TMICK 8EDDEO: INTERBEDDED WITH GREENISH*GftAV SHALE. SHALE LESS THAN 5% FROM 254.7' TO 256.** SHALE 10% FROM 256.~' TO 260.~'
,_ 100 91 SHALE INCREASES FROM 20S TO 80% FROM Z60.~'-T0 261.5' TONGANOXIE MEMBER SANDSTONE: GREENISH*GRAY: VERY FINE-GRAINED: SILn: MEDIUM
--mmr.
865
,_ ~ SILTSTO~~~ LIGHT TO MEDIUM GUY: SLIGHTLY SANOY: MICACEOUS:
lAIN ib tHICK BEDDED: INTERBEDDED WITH SHALE: DARK GRAY: s
~~!~~tD~;~~=Ti~oD:~~ ~~ LIGHT em; vm FINE*
SANDSTONE 10~ AND SHALE 5'1. FROM 262. 6' TO 267 .It' 9S n
- vERTICAL CLAY-LINED FRACTURE FROM 263.5' TO 26lt.5' SILTSTONE 1001: FROM 267.~' TO 275.6' c
~
CURVING NEAR VERTICAL SLICKENSIDED FRACTURE AT 270.8'
~§"SLICKENSIDED FRACTURES AT 271.1' AND 271.2'
- 855 a:
Ill r-100 SANDSTONE 301: AND SHALE lOll; FROM 275. 6' TO 286. 2'
!a::
t-8!10 "' 280 HIGHLY FRACTURED ZONE FROM 280.8' .TO 281.3' NEAR VERTICAL FRACTURE FROM Z81.~' TO 281.9' r- 845 2115 100
** SANDSTON£ 5% AND SHALE 25% FROM 286. 2' TO 312.1 1
~ 840 290 r-r- 100 90
~ 830 300 WOLF CREEK tJPDA'l'ED SAPE'l'Y ANALYSIS REPOR'l' Figure 2.5-34f (Sheet 4 of 6)
Log of Boring B-6 Rev. 0
- U.IOIIATOIIY TEST DATA a
BORING 8-6 CON't DESCitln'lfJNS
- 1' CALCAREOUS SANDSTO"E LAYEll AT 300.6'
.05' SOFT CLAYEY SHALE LAYER AT 301.1' HIGHLY FRACTURED BROKEN ZONE FROM 301.4' TO 302.0'
-a cc
-z
*=~
.z 1- 825 305 - IOD 13 1- 820 310 - SANDSTONE LESS THAN r,l: AND SHALE 60ll: FltOM 312. 1*' TO 333. 6'
- 815 315 - 100 100 810 320 - SANDSTONE LAYERS IECOH£ CALCAREOUS FltOM 322.8' TO 329. 7'
-- - " " ~
~ 800
- -IDD 91 z
1-SHALE: DARK GRAY: SLIGHTLY SILTY: SLIGHTLY CARBONACEOUS BELOW
--,;1.0': THINLY LAI11NATEO.
i
- 340 -
100 IDO 19 1-
~
350 - VERTICAL FRACTURE FROM 3lo9.6' TO 351.0' I'T r* - 360 - 1'9 . t-
- 91 ZT 98 0 1-.760 HIGHLY FRACTURED ZONE WITH SOME CLAY-LINED FRACTURES FROM 367.8' TO 372.2' IDD 68 1-.
WOLF CREEK UPDATED SAFETY ANALYSIS REPOR"l' Figure 2.5-34£ (Sheet 5 of 6) Log of Boring B-6
- Rev. 0
uw
- ..... BORING B-6 CONT.
-o:
L.AIIOIIATOitY TEST DATA
- iu aa:,
~i zo:
U> 0:0 0
- Z:::>
4C ou c,.
-z wu 0:
ffiv 0:
$YII/IOL5 OESCRII'riONS
"'o
!i;z 7'50 SHALE: DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY LAMINATED:
380 ---r!ITERB£00£0 WITH 5'< TO 10~ SANDSTONE: LIGHT GRAY: VERY r!NE*GRAINED: SLIGH'TLY CALC~HINLY LAMINATED TO 100 100 THIN BEDDED: MAXIMUM LAYER THICKNESS .03', 7'45 385 *- 100 100 f- 7'40 390 - f- 7'35 395 *- 100 100 f- 7'30 400 - SANDSTONE LES~ THAN 5'J: ~RUM ~00. 0' TO ~05. 5' z g ia:: ~a:: f- 7'25 ...0 ell 405*- 100 100 WESTON MEHlER
~:DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY LAMINATED. a::
ell c
.J f- 7'20 ell
- iia:: 5 ell Q
410
,_ FRACTURED ZONE WITH SOFT ClAYEY SHALE LAYERS FROM ~09.9' TO
<ll
~10. 7' SOFT CLAYEY SHALE FRACTURED ZONE FROM ~II. 8' TO 412.2'
~ 7'15 415*- 100 74
~ 7'10 .
420 - f- 7'05 100 100 425*- 430
,_ 100 100
~ 7'00
.05' PALE TEllOWISH*BROWN DOLOMITIC CONCRETIONS AT 431.~' AND
- 695 434.0' SHALE BECOMES MEDIUM GRAY. CALCAREOUS. A11n ~OSS I L I FEROUS FROM
*- 33~. 7' TO SOUTH BEND MEMBER 33~. 9' LIMESTONE: liGHT GRAY: FINE*GRAINED: ~OSSILIFEROUS: THICK 100 DO - 690 --mrot'!l'.
LIMESTONE: LIGHT GRAY: SANOY: FINE*GRAINEO: MEDIUM BEDDED. 440 - RO~EHBER SHALE: DARK GRAY: THINLY LAMINATED: INTrRBEDDED wITH SANDSTONE: Jml'TUM LIGHT GRAY: FINE* TO M(DIUM*GRAINED: CALCAREOUS-,--- THIN BEDDED. SANDSTONE 301: FROM ~3q. 2' TO ~~I. 6' 685 SANDSTONE 70% FROM ~~1.6' TO *42.8' 445 - LIGHT BlU ISH*GRAY FOSSILIFEROUS LIMESTONE CONGLOMERATE ~ROM
~~2.8' TO ~43.3' STONER MEMBER L !HESTON£: ~()TTL ED VEII.Y liGHT GRAY AND PALE BLU 1SH*GRAY: ~I NE
- 100 100 - 680 GAA INED; THIN TO THICK BEDDED: OCCASIONAL
- 00 I' TO
- 04 1 450,_
DARK GREEN ISH*GRAY SHALE PARTINGS: NUMEROUS STYlDll TES.
!OR I NG COMPLETED AT 4 53.3 ~EET ON 5*9* 73.
CASING USED TO .A-DEPTH 0~ 9.2 ~EET. GROUNDWAl!R lEVEL RECORDED AT qo.9 FEET ON 5*16*73. 67'5 455 THIRD PIEZOMETER INSTALLED AT AN INTERVAl OF 5.0 FEET TO WOLF CREEK 26.0 FEET ON 7*3-73. SECOND PIEZOIIETER INSTALL~U AT 'AN INTERVAl FRO~ 83.0 FEET TO UPDATED SAFETY ANALYSIS REPORT 89.0 ~EET ON 7*3*73. FIRST PIEZOMETER lllSTALLED AT AN INTERVAl FRO~ 262.0 FEET TO 333.C FEET ON 7*3*73. Figure 2.5-34f (Sheet 6 of 6) PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.4*29. Log of Boring B-6 Rev. 0
- I. ~'
L.AIOIIATOIIY s
- TIST DATA 500 ocf 1.2~5 ocf
...ri
~~
u>
=:
c 0 c BORING B-7 SUIII'ACE ELEVATION COOIIDINATtS: N SIJ1*1.6 1098~ [ 2-).2 IJESC/ti,.TION$
-a:
- o::>
..=~..
-z
~z w
- 31.7:::
f-1'095 SOFT. 5 - D
- 88. 7~
~~
- 73 .2:'.
Pl.
- 25.91::
pI * ~7.n: C~AY CREEK II!MIER u.
~IMESTON£: liGHT BROWN AND ~IGHT GRAY: nNE-GRAINED:
~"'090
---rtl'n"rriFERDUS: MEDIUM TO THICK BEDDED: S~IGHTlY TO MDDERATE~Y wEATHERED: BURROW STRUCTURES IN BASAl 0.8'.
10
,_ 5* ICC) $4 JACKSON PARK MEMBER SHAlE: YE~~OWISH*GUY: VERY CAlCAREOUS: THIN BEDDED: >!!DERATE
----,r HIGHlY WUTHEREO: ClAYEY: INTERBEDDED WITH ~01. .01' TO
.05' lAYERS OF LIMESTONE: YE~LDWISH*GRAY: F INE*GRAINED:
100 113 1-f,'085 t()OERATELY WEAIR£A£0. . 15 11 70 ~OW CORE RECOVERY VALUES FROM 19. D' TO 36. ~' ARE A RESULT OF DR IlL lNG ... LFUNCTIDN AND ARE NOT REPRESENTATIVE OF ROCK
'080 PROPERTIES.
201- 28 0 ~ 1-c
... :E
~'07'5 a:
25*- e c
- 0:
0
~'070 ;z.
,_ r---
42 42 c
!!!!U: K£01111< GRAY: VERY CAlCAREOUS: THINLY LAMINATED. :0:
'r-f,'065
,_ 'r--
~
ld ....~ 0
,_ 100 96 ~'060 .OS' ~A~E YEl~WISH*BROWN CONCRETIONS AT 38.3' AND 39. 5' 40 LIMES'mNE: MEDIUM GRAY: VERY SHAlEY: FINE-GRAINED: MEDIUM
--nmmJ \oiiTH IRRECULOA DISTORTED BEDS.
VERTICAL PARTIA~~Y-HEA~ED OPEN FRACTURE FROM 39.9' TO 41.~'
~'055 H[UMADEP. MEMBER SHAlE: MEDIUM DARK GRAY: CAlCAREOUS: TH*NLY ~AMINATED WITH i'l
,_ UaiO_.
- , O S ' ~ENSES OF LIGHT GRAY L oMESTONE.
92 86
~~~ '050 SOF'T C~ATE'Y SHA~E ZONE FROM ~9. 9' TO 50. 6' 50,_ SHA~E: MEDIUM TO DARK GRAT: VERY CAlCAREOUS: FOSSILIFEROUS:
~INlY LAMINATED TO THIN BEDDED: wiTH 3011: L'GHT GRAY 100 75 liMESTONE NDDU~ES AND FOSS l l FRAGMENn.
'r-f,'045 SOF'T C~AYEY SHAlE ZONE FROM 53.2' TO S3 7'
.I' SOFT C~ATE'Y SHALE LAYERS AT ~.3' AND SS.~'
55*- 0 z 0
,_ 100
'r-f,'040 ~
96 :E 60 a: e PI.AmM:IUTH MEMIER LIMESTONE: liGHT GRAY: nNE-GRAINED: FOSSILIFEROUS: THIN TO
~BEDDED: LI .. ESTDNE BEDS SEPARATED BY .01' TO
- 7'
~AYERS OF SHALE: MEDIUM GRAY: CA~CAREDUS: FOSSI~IFERDUS:
'r-f,'035 THIN~Y lAM'I"'ITrD.
Cl c
*- 0
.I' SHA~E lATER AT 60.7' VERTICA~ HU~ED FRACTURE FRQ'M ~.I' TO ~.6'
...a:
100 98
- I' SHA~E lAYER AT 65. I' 0
- 7' SHA~E ~AYER FROM 65.~' TO 66.1' iL.2..:. f,'030 70,_
5* 100 91 HEEBNER MEMBER SHALE: GRAYISH*BLACK: CARBONACEOUS: FOSSILIFEROUS AT TOP: 0 ~INLY LAMINATED: INTERBEDDED WITH IO~ .DOS' TO .02' 74 ,£t I
-1<'025 LAYERS OF GRAY ISH* BROWN S IL TSTO~E.
s;- 75 *- ~EAVENNDRTH ME .. BER WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34g (Sheet 1 of 6) Log of Boring B-7
- Rev. o
~
- i ......
0 ~
.... ~ BORING B-7 CONT. ""'
-a:
- c::>
cc za: iii ...... 0 I-. LA BOlliATORY
- u>
a:o 0
§ ~ -z TEST DATA
...... a:
...! "'"a: ~ I(
"'o
~ SYMBOLS DESCRIPTIONS :Oz LIMESTONE: LIGHT BLUISH*GifAY: FINE*GRAINEO: FOSSILIFEROUS:
~BEDDED.
0 SNYDERVILLE HEMBE~ SHALE: DARK GREEN ISH*GRAY: VERY CALCAREOUS: CLAYEY: LOCALLY tOO 88 ~~020
-;c'SSILIFEROUS: THINLY LAMINATED TO THIN BEDDED.
80 .. TORONTO MEMBER LIMESTONE: LIGHT GRAY TO VERY LIGHT GRAY: FINE-GRAINED:
~IFEROUS WITH FOSSIL FRAG~ENT BEDS: THIN TO THICK z
'r-li'015 BEDDED: OCCASIONAL 005' TO I' GREENISH*GRAY SHALE 0 a..
- PARTINGS: PINPOINT VUGS LESS THAN ~. ::l 0
85 1.3110-* 40% LIGHT GRE!:NISH*GRAY SHALE FRO~ 81. 5' TO 82.1' a: IRREGULAR NEAR VERT I CAL LIGHT GREEN ISH*GRAY CLAY LAYER
- 02' "'
- 1
...~ "'wzw 96 92 TO .07' WIDE FROH 82.6' TO 83.1' r-/1'010 0
90 C[ w ~ a: :z:
.I' GREENISH-GRAY SHALE LAYER AT 93.4' en 0
'r-!1'005 95 - 95. 5' s*
LO*IO** 100 96 ll.:.l.:. -f,'000 SHALE: MEDIUM DARK GRAY: CLAYEY: THINLY LAMINATED.
'l'll!ri'ARALLEl 45"' SLICKENSIDED FRACTURES AT 98.3' 100,_ Q
- I, 780 OS; E
- 1,167.000 psi SHALE: MEDIUM TO DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH
----c!NSES OF SANDSTONE: LIGHT GRAY: VERY FINE*GRAINEO: LOCALLY CALCAREOUST""T'Ri'Fl"CTLAM INA TEO TO THIN BEDDED.
SANDSTONE 501. FROM 100.1' TO 103.9'
-995 VERT I CAL FRACTURE FROM 10]. 2' TO 103.8'
/05 - 0 SANDSTONE 10% TO 20% FROM 103.9' TO 110.9' VERTICAL FRACTURE FROM 104. 2' TO 104.8' 99 78
-990
/10 *- 80° FRACTURE FROH 110.~' TO 110.8' BROKEN ZONE FROM 110.9' TO 111. I' SANDSTONE LESS THAN o;l FROH 110.9' TO 11*. 7'
-985 WILLIAMSBURG COAL BED 115- 0 l;.QAL: BLACK: MEDIUM BEDDED.
GRAYI~W*BLACI. CARBONACEOUS SHALE FROM 114.9' TO 115.1'
*sO S~ :KENSIDED FRACTURE AT 115.0' 98 81 S~~LE: GREENISH*GRAY: VERY CALCAREOUS: THINLY lAMINATED: 20°
----;[1 CKENS I OED FRACTURES SPACED
- 3' TO I. 0' APART,
-980 120,_ AHAO:ON lA "EMBER SHALE: DARK GREENISH*GRAY: VERY CALCAREOUS: THINLY LAMINATED:
---,.;rERBEDDED WITH 5% TO 50% .01' TO . I' ~COULES OF LIMESTONE: LIGHT GRAY; FINE*GRAINED: PYRITIC. z 20° Stitk£NSIDED ~RACTURES AT 120.~* A"D 120.8 1 0
-975 LIMESTONE: LIGHT GRAY: FINE*GRAINEO: FOSSILIFEROUS: THIN TO
~ a..
--mTtJR BEDDED: INTERBEDDED WITH 40:c GREENISH-GRAY SHALE IN 125 - 0 UPPER 1. 3' .
- 1 a:
- l 0
SANOY AND SHALEY FROH 126.~' TO 126.7' a: 93 88 IRELAND HEHBER ...0 en"'
-9 SHALE: HEOIUH DARK r.RAY: THINLY LAMINATED: INTERBEDDED WITH w 130,_
--:-t!02' TO .01' LAYERS OF SANDSTONE; LIGHT GRAY; FINE*
GRAINED. ---- (,) z w
..J SANDSTONE 10% FROM 126.9' TO 131.9' SANDSTONE LESS THAN 51. FROM 131.9' TO 1~C.6' a:
31\l 0 0 FRACTURED BROKEN ZONE F'IIOH 132.0' TO 132.9'
-965 "'
..J 135 -
100 74
-g,60 140 - COAL: BLACK; THIN TO HEOIUM BEDDED.
SOFT GREENISH-GRAY CLAYEY SHALE FROM 141.2' TO 142.8'
-955 ;:!~~E: >~C:tu". G;;~*,-; THINLY LAMINATED: ONT:RBEDOED WITH .002'
~ .02' LAYERS OF SANDSTONE: LIGHT GRAY; FINE*GRAINEO.
145 100 87 SANDSTONE 5% TO 30r. F~' TO 148.6'
-950 ~; LIGHT GRAY; FINE*GRAINED: IRREGULARLY BEDDED WITH 150 -
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34g (Sheet 2 of 6) Log of Boring B-7 R~v. o *
- LAIOIIATOIIY TES'T' DATA 0
0 0:
~
i:::i:::
~~
,..,~~
~
BORING B-7 CONT. DESCitln"IONS DISTORTED BEDDING: lcr.l DARK GRAY SHALE PARTINGS. SHALE: DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH .001' TO
~* LAYERS OF SANDSTONE: LIGHT* GRAY: F INE*GRA I NED: LOCALLY
...."""21 cc
.u
-z
*:a E~
-945 CALCAREOUS. ---
155 - :u~a1o-* 100 61 SANDSTONE 60:1: ~ROM 150.8' TO 155.8' SANDSTONE lo01: "OM 155.8' TO IS7.9' SANDSTONE lcr.l "OM IS7.9' TO 167.5'
-940 160,_
....g35 165 - L2al0'" 1 100 14 SANOnONE 8cr.l "OM 167.5' TO 168.3' SANDSTONE AND SHALE BECOME INTERBEDDED WITH SILTSTONE:
MEDIUM GRAYo SANDYo BECOMES MICAC£DUSo THI~M
-9~ BEDDED.
- 170,_ SILTSTONE 5cr.l AND SANDSTONE lcr.l ~ROM'I68.3' TO 169.7' SANOnDNE 8cr.l AND SHALE 2cr.l ~ROM 169.7' TO 171,1o' SILTSTONE 7cr.l AND SANDSTONE Zcr.l FROM 171.1o' TO 188.0'
-- -'925 175- 91 911
-920 180
.Z' DISTORTED SANDSTONE LAYERS AT 183.2' AND 187.9'
-915 185~- 1.9 liD'"'
'f7' 'f7' z
0 f-910 SILTSTONE IOcr.! "OM 188.0' TO 191.9' a..
/90,_ .!ll:l!. ~ =
2 0 2M a:
~
SILTSTONE 801: AND SANDSTONE "OM 191.9' TO 203.4' Q
- 2.190 poi E
- l,lo6),000 poi
~ c"'
"'z ....=
Ill 1!15 - .!!1.!! 4.7110'"' .., 5* 100 92 Ill a:: 0
....~
Q
-900 200 f-6'95 SILTSTONE: MEDIUM DARK GRAY: MICACEOUS: SHALEY: THIN! Y .
205*- 100 100 LARIAAIED WITM OCCASIONAL LAMINAE OF LIGHT GRAY VERY FINE* GRAINED SANDSTONE.
-890 210,_
f-6'85 215*- 98 98
,_ f-880 220 60° ~RACTURE AT 223.9' VERTICAl ~RACTURE ~ROM U4.0' TO Hlo.S' 100 78 f-875 225 -
WOL*F CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34g (Sheet 3 of 6) Log of Boring B-7
- Rev. 0
U.IOIIATOII'I' TEST DATA i
- i
~
.."t z
100 Q 0 c 78
~
i::
§
~
~ $Y116t:ILS BORING B-7 CONT.
t:IESC/1/fiiTit:INS
-c
- r::o
........=~
cc c ...
-z litz
-8. VERTICAL FRACTURE FROM %27.4' TO 227.8' 230 RO~~!~t M~~g~~M DARK GRAY: SL IGMTLY CARBONACEOUS: Tl41NLY LAMINATED.
-8 235- 1.0 s 1o** 100 100
-860 240 - MEDIUM O.l~K*GUY CALCAREOUS. FOSSILIFEROUS SHALE FROM 243.0' TO 243.2' VERTICAL FRACTURE FROM 243.5' TO 243.8'
-855 245 - 4.Z.s 10*' 100 97 HASKELL HEMlER LIMESTONE: LIGHT GRAY: FINE*GRAINEO: FOSSIL.,EROUS: Tl41N TO
~ 8EDDED: OCCASIONAL .DOl' OARK GRAY SHALE PARTINGS.
VI NLANO HEMlER
-e.'50 SHALE: MEO IUM DARK GRAY: VERY CALCAREOUS: FOSS ILl FERDUS:
~IGHTU SANOY: Tl41NLY LAMINATED TO THIN BEDDED. ,
SHALE: GRUNISH*GRAY: CALCAREOUS: THINLY LAMINATED. 250 WEn~'~!~~. lA OI[MIER LIOIESTONE: LIGHT GRAY: SHALEY: 70'1 FUSULINID FOSSILS: Tl41N TO
--nntl<UODED: VERY SHALEY IN UPPER 0.4'.
100 100
-845 255
,_ L&aiO*f TONGAIIOXIE IWIIER SILTSTONE: OIEDIUOI GRAY: OIICACEDUS: SLIGHTLY SANOY: THIN TO
--nntl<BEDDED: INTERIEODED WITH SHALE: MEDIUM DARK GRAY:
100 90 Tl41NLY LAMINATED:. &NU SANOSTONE7"'t'TttiT GRAY: FINE*GR&INED:
-840 SILn: THIN TO THICK B~ DISTORTED BEDDING.
,_ SILTSTONr 70'1 AND SANDSTONE 3Cl: FROM 356.0' TO 358.2' 260 SILTSTONt oOX &ND SANDSTONE 20'1 FROM 258.2' TO 259.6' SANDY SILTSTONE 100% FROM 259.6' TO 264.0'
-8.
SILTSTONE 501: AND SANDSTONE 3011' FROM 264.0' TO 265. 9' 265 - l.lhlo-* 100 tOO SILTSTONE 70'1 AND SANDSTONE 2DX FROM 265.9' TO 271.1'
-830
,_ z SILTSTONE loOX AND SANDSTONE 2D'I FROM 271.1' TO 282.5' 0 52
-s.
a: 275 3.3 s lo-* 100 98 e a:
~
z 280,_ 100 100 -
~
'20 c
....a:
SILTSTONE 20X AND SANDSTONE 20X FROM 282.5' TO 305.9'
-815 285*- 100 100
-810 290,_
-e,05 295*- 100 100
-8 300 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34g (Sheet 4 of 6)
Log of Boring B-7 Rev. 0
- ~~
~~ ~~-....;
00 UIOIIATOIIT TEST DATA
~!
i! 0 0 0:
~
i::
~
~
~ $'1'11101.$
BOR I N G 8-7 CONT. DESCitiiI'IDN$
~~
- 0::::1 eu
-z
~
~
....=~
cc 0:-' 100 96 -795 305- SILTSTONE AND SANDSTONE LESS '!!IAN 5% F'ROM 305.9' TO 313.6'
-790 310-99 99
-78.'5 ~; M£01UM DARK GRAY: 'TIIINLY LAMINATED.
315-100 0 -78'0 320-
-. -i 325- 100 100
-; SMALE: MEDIUM DARK GUY: 'TIIINLY LAMINATED: INTER8EDDED 111'111
-mcsTONE: L*IGHT GRAY: VERY FINE*GRAINED: .LOCALLY 330- ~S: LAMINATED TD THIN BEDDED.
SANDSTONE LESS THAN 5% FIIOM 328.1o' TD 333 .lo' SANDSTONE 201: TD loO:I: FADM 333 .lo' TD 3 55.3'
-76.
z 335-
" " 0
~ A.
2 ~
-; 0:: 0::
340-0 CP Ul 0:: c o.J ..J
~
z c
~
~
1-11 0:: 0 Cl 345- 100 100 ~ Ul
-751 350-88 78 r-74.'5 355-:-
SANDSTONE LESS THAN 5': F'ROM 355.3' TO 389.2' 360- ICID 100 73.'5 365-99 100 f-730 370-
-72'5 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34g (Sheet 5 of 6)
Log of Boring B-7
- Rev. 0
..... ~ BORING B-7 CONT. .....
!:!~
za: i:: cc L.AIOIIATOIIY O:..J u> cou
~
TEST DATA 0:0
... u a: -z
~ C:t a: "'c
~ $1'M60L$ DESCRIPTION$ ~z
~72'0 38'0
,_ 95 95 715 385r-100 100
~71<'0 390 1- WESTON MEMBER SHALE: MEDIUM DARK GRAY; SLIGHTLY CARBONACEOUS: THINLY
--rJ[H I NAT ED.
705 395r- GRA;~~~l~LACK CARBONACEOUS SHALE LAYER ~ROM 395. I' TO z 0
~
100 98 H ti
- E
- )
0 a: a: 4001- e (:> en a: C[
..J
.;s.
IIJ (:> (:> 405
,_ z C[
a:
- )
0 c 1-en
'-690 410
,_ 100 100 cs.'5 415i - 94 94 100 100
-68'0 420,_ .05' PALE YELLOWISH-BROWN CONCRETION AT ~19.5' SHALE .BECOMES PLANT rOSSILirEROUS BELOW ~20.0' 100 100
.02' PYRITE NODULE AT o22.8' SOUTH BEND MEMBER
-6;75 LIMESTONE: LIGHT GRAY: FINE-GRAINED: roSSILirEROUS: THIN TO 425,_
-----rR'Tl:'irBEDDED: OCCASIONAL
- 00 I ' BROWN ISH*GRAY SHALE PARTINGS: SANDY IN BASAL 2.1'.
100 100 ROCK LAKE HEHBER
-6i70 SHALE: MEUIUM OARK GRAY: SLIGHTLY CALCAREOUSt INTERBEDDED WITH 430,...,
--rTMESTONE: LIGHT GRAY; riNE*GRAINED: SANDY: LOCALLY FOSSILIFEROUS: LAMINATED TO THIN BEDDED.
SHALE 5D% FROM o28.0' TO ~29.8' SHALE 95% FROM 429.8' TO oJO.I' SHALE o01: FROM o30. I' TO lt) I. 5' f-6: SHALE 901: FROM lt31. 5' TO lt32.2' 435 - 100 100 STONER MEMBER LIMESTONE: VERY LIGHT GRAY TO MEDIUM GRAY: FINE-GRAINED: THIN
~CK BEDDED.
SHALEY ~ROM lt35.3' TO lo36.2'
~I60 BOA 1NG COMPLETED AT ltl7. lt FEET ON 5*25*73.
CASING USED TO A DEPTH or 22.0 FEET. 440 GROUNDWATER LEVEL RECORDED AT 3o.o FEET ON 5*29*73. THIRD PIEZOMETER INSTALLED AT AN INTERVAL ~ROM ltO.O FEET TO 50.0 rEET ON 8*2*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL FROM 79.0 FEET TD 99.0 FEET ON 8*?*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM llt5.0 FEET TO 195.0 FEET ON 8*?*73. PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.lt-29. WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34g (Sheet 6 of 6) Log of Boring B-7 Rev. 0
- U.IOIIATOII'I' 5
- 420 w*
TEST OATA Dlf i! r=v U>
~= ...,
... :8 a
a
~
~
~
~
~
-/(065 Ill BORING S-8 SUIIFAG! EL!VATIOII cDOADo ..ns: * -*o.s 1067.1 E 11103n'*'
DESC/tf,ri(JNS UIO
-a cc a"'
.u
~~
=*
.'ij ~ 4r' 25.7%
521 5 - ~L
- PL
- 21.6S PI o 11.81; 1101
-/(060
/0 - 421 TRACE OF IRON OXIDE STAINS GRADE IN, ZZ II
-J MEMBER SHALE: MEDIUM GRAY: WUTMERED IN UPPO AND BASAL 1.0' TO 15 -c1GMT OLIVE BROWN: VERY CALCAREOUS: FOSSILIFEROUS:
CLAYEY: 20l: liMESTONE NODULES AND FOSSILS: SL IGMTLY TO MODERATELY WEATMERED: TMIN BEDDED.
-/(050 78 0 20,_
*-. -II'045 PUTTSMDiml MEHlER LIMESTONE: LIGMT GRAY: FIII(*GIIAINED: FOSSILIFEROUS: TMIN TO 25 - S.111o-Y A£010M BEDDED: LIMESTONE LAYERS SEPARATED BY .C)' TO .6' LAYERS OF SHALE: MEDIUM DARK GRAY: CALCAREOUS* LOCALLY CLAYEY: TMllltT"'\.AHINAT£0
- 100 54
-I<'040
- D5' *son CLAYEY SHALE LAY£11 AT 25. I'
- I' SMALE LAYER AT 27. I' SHALE LAY£11 FROM 27. 5' TO 27.8'
~0 - CLAYEY SHALE LAYER F'IIOH 28.0' TO 28.6'
.1' CLAYEY SHALE LIY£11 AT 28.8' SHALEY FROM )2.4' TO 33.1'
-/('035
~5 - 4.2110"'
100 IS HEEIN£11 MEMBER SHALE: GRAY ISH*BLACK: CARBONACEOUS: SliGMTL Y CALCAREOUS:
---,...INLY LAHINATEn* INTERBEDDED WITH 5S THIN LENSES OF H GRAY ISH*BROWN CALCAREOUS SILTSTONE *
.LEAVENWORTH MEHlER .
liMESTONE: HECIUH GRAY: FINE*GRAINED* FOSSILIFEROUS: HEDIUH 40 BEDDED: SHALEY IN UPPER 0. 1'. SIIYOOVILLE MEMBER
- SHALE* MEDIUH DARK GRAY AIIO GRAYISH*GREEN: CLAYEY-:- VERY H'025 --a\.CAREOUS: OCCASIONAL SHALL L I HE STONE NODI II F.S ANO FOSSILS: THIN TO MEDIUH BEDOEC.
Cl c 6.0110"' Ill 45 - 50 100 78 H 020 TORONTO HEMlER LIMESTONE: LIGMT GRAY TO VERY LIGMT GRAY: FINE*GRAINEO:
~IFEROUS WITH FOSSIL FRAGMENT BEDS: TMIN TO THICK BEOOED: OCCASIONAL GREEN I SH*GRAY SHALE PARTINGS: VERY SHALEY IN UPPER 0. 7'.
i f-1(015 55 - ,* 1.3 llo** 100 II rtl010 SHALEY F'IIOH 57.4' TO 59.9' son
- 1' CLAYEY SHALE LAYER AT 59.8' 60
'r-1<
65 - 7.5 110"' ICO 29 SHALE: HEOIUM OARK GRAY: LOCALLY CLAYEY: TMINLY LAMINATED:
---,...TERBEDOFD WITH SANDSTONE: LIGHT GRAY: FINE*GRAINED:
LOCALLY CALCAREOUS: CAAINIIED TO THIN BEDDED. f-11000 SANDSTONE LESS THAN 511: FROM 64.2' TO 66.7' SOFT CLAYEY ZONES FROH 64.2' TO 65.w' AND FROM 67.1' TO 67.7' SANDSTONE 40:( FROH.66.7' TO '77.0' 70 0 19 f-9.'95 100
.WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34h (Sheet 1 of 6)
Log of Boring B-8
- Rev. 0
I.;
~
1.&;:
'5 I.AIOII&TOIIT TEST D&T&
S::.::
!ri
..:s*
0 0 c
~
~
~
lu i:l
~990 SYIIIOLS BORING S-8 CONT.
DESCifii'TIDNS SANDSTONE LESS THAN lOS F'ROM 77.0° TO 80.6° 8 o-. ILL lAMS BURG COAL BED COAL: BLACil: SMALEY: THIN.BEDDED.
'-985 'rRI'C'E: GREENISH*GAA*: VERY CALCAREOUS: CLAY£'1: LAMINATED TO 9:S 47
~IN BEDDED.
0 85
~;i;!IA>IAZI) NIA HE141 ER
-9'80 SHALE: GREENISH*GOAY; CALCAREOUS: THINLY LAMINATED: INTER*
~ 19 --g'EDDED WITH LENSES AND NODULES or LIGHT GRAY LIMESTONE.
LIMESTONE 70~ F'ROM 86.9° TO 87.6° .. 9 '(T- LIMESTONE 101: rROM 87.6° TO 90.9° LIMESTONE: LIGHT GRAY: FINE*GRAIN£0: rDSSILIFERDUS; LOCALLY SAALEI: Tl41N TO MEDIUM BEDDED. f-9;75 IRELAND MEHlER SHALE: MEDIUM DARK GRAY: SILTY: LOCALLY CARBONACEOUS: THINLY 0 --clHINATEO: INTERBEDDED WITH SANDSTONE: LIGHT GRAY; VERT 5- riNE*GRAINED: SILTY: LAMIN&i£0. SANDSTONE LESS THAN IO'X F'ROM 93.0° TO 111t.7° 100 75 SOFT CUY£T LAYER *ROM 9'o. 2 ° TO 98. 8 °
-9i
- NUMEROUS son CLAY£Y SHALE LAMINAE F'ROM 9'-.2 1 TO 9'-.8° SANDSTONE LESS THAN !Ill F'ROM 98.8° TO 107,0 1
/00,...: SHALE IE COMES Ml CACEOUS AND 'LANT F'CSS I L I FEROUS BELOW 101. 0 °
~!
105
,_ 0 NUHOIOUS SOFT CUYE'I SHALE LAYERS rROM 10lt.~' TO 106. 7' 100 :SI COAL: BLAC!l: SHAL£'1: THIN BEDDED.
-~960 ~E: DARK GRAY AND CUBONACEOUS AT TOP GRADING TO GREENISH 1/0
,_ *--!:RAT AT BASE: CLAYEY: LAMINATED TC THIN BEDDED.
SHALE: MEDIUM DAA!l GRAY: SILTY: LOCALLY CLAY£'1; THINLY
-"tAMINATED: INTERBEDDED WITH SANDSTONE; LIGHT GRAY:
F'tNE*GRAINED: LAMINATED TO lAIN BEDDED; AND
~95. SILTSTONE: MEDIUM GRAY: MICACEOUS; LAMINATED TO !;
0 115
,_ l.!hiO-'
~ODED.
SANDSTONE I !Ill AND SILTSTONE 601: F'ROH 110.5' TO 113.5' SANDSTONE 50S AND' SILTSTONE lOS rROH 113.5' TO 122.8' a:
"Ill NUH£AOUS SOF'T CLAYEY SHALE LAMINAE F'ROH 113.5' TO 121.7' 18 4 <
~950 6 1201- SANDSTONE 21!': AND SILTSTONE 70: F'ROM 1%2.8' TO 135.o 0 8
~
125~- 91 47 f-94 0 130
~93 SANDSTONE 101. AND SILTSTONE SO~ FROM 13S.It 0 TO IS't.0° /35 *- 9Jhlo-1 99 21 f-930 NUMEROUS &OFT CLAYEY SHALE LAMINAE F'ROM 137. 6' TO lo). 5' /40,_
f-92 145 - 100 47
-94 /50 -
WOL!!" CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34h (Sheet 2 of 6) Log of B~ring B-8 Rev. 0
- LAIOIIATOIIT TEST DATA z
u 0 c
~
i::: Lu
~ S'I'IIIOL$
BORING B-8 CONT. DESCitii'TIQNS
-c z:>
cc c..o
-z
=~
- z r-915 $HALEY SILTSTONE tOOS 1'1101< 15'<.0' TO 1~2.8'
/55 - 0 100 31 r-9 10 NUMEROUS SOF'T CLAYEY SMALE LAYERS F'IIOM 157.~' TO 165."'
160 -
.. H 905
/65 - 100 zs 900 r-~ NUMEROUS SOF'T CLAYEY SHALE LAYERS FROM 168. 9' TO 174. 5'
-. re.'95 175 - zz NUMEROUS SOF'T CLATEY,SHALE LAYERS F'IIDM 175.8' TO 179."'
" re.'90
/80 -:
rs*85 185 - 100 30
- 190 195
- &.?tier*
100 4 r-B*80 r-s.75 r-B* INS MEMBER SHAlE: MEDIUM DARK GRAY: THINLY LAMINATED: SLIGHTLY
---,:ARBONACEOUS BELOW 200.0'.
200 - f-8* 205 - 0 100 72 rs*60 ~*-l~~~: HFDIUM GRAY: FINE*GRAINED: FOSSILIFEROUS: SHALEY IN i
- 0. 5' 210 INLAND MEMBER SHALE: MEDIUM DARK GRAY; VERY CALCAREOUS: FOSSILIFEROUS;
-cAHtNATED TO THIN BEDDED.
SILTSTONE: MEDIUM DARK GRAY; MICACEOUS: CALCAREOUS; LAMINATED
~;'55 ~IN BEDDED: INTERBEDDED WITH SANDSTONE: LIGHT GRAYt z SILT"t: LAMINATED TO TRIN BEbb£0.
CALCAREOUS~ 0 SANDSTONE LESS THAN IDS F'IIOM 208.2' TO 210.2' 215 0 SANDSTONE 40S f..,.. 210.2' TO 213.4' ij SANDSTONE LESS THAN IDS F'IIOH 213."' TO 215.3' 2 a: e 100 80 BROKEN ZONE FROM 21". 0' TO 2 I". 7'
;8~'50 ~tog~~~ GREENISH-GRAY; VERY CALCAREOUS: LAMINATED TO THIN 220 - lA MEMBER LIMESTONE: LIGHT GRAY; 60S FUSULINIO FOSSILS: SHALEY; THIN TO
~BEDDED.
...a:
1.0 alo-* f-8*45 ...en~
- 97 SILTSTONE: GREEN ISH*GRAY: LOCALLY CLAYEY: LOCALLY VERY SANOY:
48 ---,m';IONAL YELLOWISH*GAAY LIMESTONE NODULES OR LENSES: 225 LAMINATED TO MEDIUM BEDDED. I WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34h (Sheet 3 of 6) Log of Boring B-8 Rev. 0
L.AIIOIIATORY TEST DATA
- iu
....m:
~i
- s~
7.0 a1o** 97 c
"a:
48 -840
~
~~
§ ~
~ 1.(
~
'- SYMIIOL$
BORING B-8 CONT. DESCRtPrtON$ a: c
.J u
z
- 0 0
z
- 230,_
TONGANOXIE MEMBER SHALE: GREENISH-GRAY AT TOP GRADING TO MEDIUM DARK GRAY
---nlOW 23~.0': LOCALlY VERY ClAYEY: THINlY LAMINATED TO THIN BEDDED: INTERBEDDED WITH SANDSTONE: LIGHT GRAY:
-:--8.'35 FINE*GRAINEO: lOCAlLY CALCAREOur:-tJ!'RiliATEO TO THIN BEDOE AND SILTSTONE: MEDIUM DARK GRAY: MICACEOUS: LAMINATED TO THIN~
235~- 99 17 SANDSTONE 10~ AND SILTSTONE )0,; FROM 229.2' TO 261.5' NUMEROUS SOFT CLAYEY SHALE lAYERS FROM 233. S' TO 261. 0'
.I' BROWNISH*GRAY DOLOMITIC CONCRETION AT 235.~'
-:--8.'30 240,_
-8.'25 245,_
92 0
-8.'20 250,_
h915 255 *- 100 15 z 0 f-s,10 ;: a.. Cl ::>
,_ ~
a: 0 260 e , a: C> f-ee05 SANDSTONE 20% AND SILTSTONE 40'- FROM-261. 5' TO 2~-~* a: Cl Ill ..J 85 C> C> 115 SANDSTONE S'X AND SilTSTONE 201. FROM 2~.4' TO 299. 5' z 265 *- Cl 0
- ....Sc'00
,a:
1-Q 270,_ NUMEROUS SOFT CLAYEY SHAlE LAYERS FROM 272. I' TO 276. 7' 100 59
-i795 275 -
7.'90 NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 277.8' TO 282.5' 280 100 44 1-7.'85 2115-
~Jj '80 NUMEROUS SOFT CLAYEY SHALE lAYERS FROM 287. 6' TO 393. I' 290 -
100 B f-7:75 295-7 CALCAREOUS SANDSTONE 2Dlt AND SILTSTONE 10,; FROM 299. 5' TO 313 '~. 300- .. WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34h (Sheet 4 of 6) Log of Boring B-8
- Rev. 0
- ~IOIIATOIIY TEST DATA
=
~::
i! c~
~
0 a:
'-i7'65 SYIIIIDL$
BORING B-8 CONT. DESCRIPr/ONS 100 0 305;_ 0 I-I7'60 3/0,...., SAHDSTONE AND SILTSTONE LESS THAN 10~ F'IIOM 313.~' TO 315.8' 96 0 - j755 315;_ 0 SANDSTONE 50~ AND SILTSTONE TO~ FROM 315.8' TO 318.~*
-,7'50 SANDSTONE AND S I LTSTDNE LESS THAN 10~ F'IIOM 318 _9' TO 3 54. 0' 320 96 0
-- r-.7:'45 325;_
VERTICAL CL<<Y*FILLED FRACTURE FROM 326.0' TO 327.0' r-.7:'40 330 97 0 r-7:'35 z 0
~ a.
335,_ 2
< ~
0 a: a:
'-7:'30 ...
0 1:)
,_ a:
IIJ
..J c- c:>
*-z ~
98 0 f--17"25 a: 8 345;_ "' _,7"20 350 97 0 _.,.,15 355 - WESTON MEMBER SHALE: MEDIUM DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY
-,:tMINATED, 7:'10 VERTICAL FRACTURE FROM 356.8' TO 357.2' 360 -- .1' CARBONACEOUS SHALE LAYER AT 358.8'
.25' CARBONACEOUS SHALE LAYER AT 361.2' 94 3 h 7'05 365 -
1.1
- 1o**
700 370 - 97 0 0 r--6.'95 375 - (BORING CONTINUED) WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34h (Sheet 5 of 6)
- Log of Boring B-8 Rev. 0
I.,;
~
14:
'5 LABORATORY TEST DATA
~=
zo:" .. i::: ii ....... .." § c.:
~
u> 0:0
~ ...
~
~
1-6. BORING B-8 CONT.
. 15' BROKEN ZONE AT 376. 5' DESC/1/I'TIDNS
-o:
cou
-z
- ~
~
cc
- Oz 0 .z* BROKEN ZONE AT 377.6'*
38 o- -- II.
;::)
0 97 61-6: a: c:l Ill 385)- c.... s Cl
~'80 Q
,_ 81t0UN AND CLAYEY F110M 389. 5' TO 393. 1' 91 4:S 1-o SOUTH SEND M!MUR LIMESTONE: LIGHT GRAY: nNE*GU!NEO: FOSSILIFEROUS! THIN TO 3!15r- ---nn'r.1t 8EOOEO: SANOY IN 'IIASAL 1.~'.
VERTICAl CALCITE*HEALEO F11ACTURES F110H 393.5' TO 3~.7' f-6 AND F1IOM 395.2' TO 396.8' ROCK LAU HEIIIIER
*0-SHALE: MEDIUM DARK GRAY: CALCAREOUS: THINLY LAMINATED:
-.-...rEUEOOEO WITH LIMESTONE: LIGHT GRAY: FINE-GRAINED:
LOCAlLY VERY SANDi: CIA I Ali ED TO MEDIUM BEDDED. SHALE 70S "'OM 397. 9' TO ~01. 5' 100 II 1-6: LIMESTONE 70S "'OM 1.01. ~* TO* loO). I' VERY SANOY F110M loOZ .3' TO 1.03. I '
'5- STONER HEMlER LIMESTONE: LIGHT* GRAY TO VERY LIGHT GRAY: nNE*GRAINEO:
tiC CAS IONAL GREENISM*GAAY SHALE PARTINGS: THIN TO THICK SEDDED. t-6i !DRING CO~ETED 'AT lo05. 1 FEET ON 6-11-73. CASING USED TO A DEPTH OF 15.0 F,EET. 410 GROUNDWATER LEVEL RECORDED AT 20.0 FEET ON 6-25*73. THIRD 'IEZOMETtR INSTALLED AT AN INTERVAL F110H 5.0 FEET TO 17.0 FEET ON 7*31*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL F110H
%2.0 FEET TO 31o.O FEET ON 7*31*73.
FIRST PIEZOM!TER INSTALLED AT AN INTERVAL F110H lolo,O FEET TO 61o.O FEET ON 7*31*73. PIEZOMETER READINGS ARE PRESENTED ON TABLE z.**Z9* Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34h (Sheet 6 of 6) Log of Boring B-8
- uSCI U.8011ATOIIY T!ST DATA
- 520 I'Jf' Sy
- 346 psf w
- Z8.41.
=
g; f* zc co
~~
1- 1075
'TI Ill BORING B-9 SUIIFAGE ELEVATION CDOillU . .nS:
SOIL 0 583)66,2 IUM STI<F TO STirr). IOTI.O t 210876S.Z DESCRIPTION$ OAR~ BROWN ClAYEY SILT WITH TRACE nr IAL
-c cc
-z c,.
E~
-~
I<<!TTLED DARK BROwN AND YELLDWISH*BROWN SILTY CLAY (STII'F 1l) 5 D
- 90.9 pcf 1*. z*
211 VERY STIFF), OLIVE BROWN Tn YEllOWISH-BROWN wiTH TRACE nF GRAY S!ITY CLAY: CALCAREOUS: TRACE OF LIMESTONE FRAGMENTS: RELICT w
- 23. 4~ lSI BEDDING; (HARD)(SOIL C HORIZON DEVELOPED FROM WEATHERED D
- 98.7 pcf SHALE 01 THE HEUHADER MEMBER),
10-~ u 16 S
- 1.640 pof w
- 20.3~
D
- 105.9 pcf /065 LL
- 43.4%
15 _Plo20.~ PI
- 22.6% 18 Sl 1060 20 -
25 -
-* . .. 13 .-1055 l.!ol0" 1
~ 1050
...- PLATTSI<<!UTH *MEI1BER 30,_ L I HE STONE: MEDIUM GRAY: rt NE *GRAINED: 1"05 S I L I FERDUS: THIN TO REOIUM BEDDED: LIMESTONE BEDS SEPARATED BY .02' TO . 7' LAYERS OF SHALE: MODERATELY wEATHERED TO I<<!DERATELY YELLOWISH*~ IN UPPER 6.0' AND UNWEATHERED MEDIUM
- - 1045 DARK GRAY BELOW: CALCAREOUS: THINLY LAMINATED.
100 80
- 15' MODERATELY wEATHERED CLAYEY SHALE LAYER AT )I .4' 35 - ~ .2' MODERATELY WEATHERED CLAYEY SHALE LAYER AT 31.7' VERTICAL OPEN FRACTURE FROI< 31.8' TO 32.2'
- I'MODERATELY wEATHERED CLAYEY SHALE LAYER AT 33. 5' 44ol0" 1
.... /040
- IS'MODERATELY WEATHFRED CLAYEY SHALE LAYER AT 33.8' CLAYEY SHALE LAYER FADM 34. 2' TO )4 9'
- 2' SHALE LAYER AT 35. 2' 40 - . I 5' SHALE LAYER AT 37. 5'
$HALEY FROM 38 8' TO 41. 0'
*- a HEEBNER MEMl!ER 1&1
'ST 1&1 SHALE: GRAY ISH*BLAeK: eAR80NAeEOUS: SLIGHTLY CALCAREOUS:
---rHINLY LAMINATED: WITH 5% GRAYISH*BROwN CALCAREOUS SILT* z 6.2 oiO"' STONE LENSES. I::z:
45*- LEAVENWORTH MEMBER LIMESTONE: MEDIUM GRAY: FINE-GRAINED: I"'SSILIFEROUS: MEDIUM en BEDDED. SNYDERVILLE MEMl!ER 1- 1030 SHALE: MEOI UM DARK GRAY: VERY CALCAREOUS: CLAYEY: LOCALLY
~SSILIFERDUS: LAMINATED TO THIN BEDDED.
50 *- 10 5I 400 FRACTURE AT 46. 6' NUMEROUS 200 TO 500 FRACTURES FROM 51 8* TO 56. 0' t- /025 55 *- 0 TORONTO MEMBER 1- /020 LIMESTONE: LIGHT GRAY TO VERY LIGHT GRAY: FINE*GRAINED:
~IFEROUS WITH I"'SSIL FRAGMENT BEDS: THIN TO THICK 60
,_ BEDDED: 20% GREENISH*GRAY SHALE IN UPPER 5.7'.
100 94 1- 1015 . 65 - a.o o1o** 1- 1010 SHALEY FROM 69.2' TO 70.8' son
- 100 89
.03' CLAYEY SHALE LAYER AT 70.0'
.Z' SIIALE LAYER FROM 70.6' TO 70.8' 1.0 *1o** 1- 1005
- Rev. o WqLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34i (Sheet 1 of 6)
Log of Boring B-9
L.A8011ATOitY TEST OATA
- 1 0:
.........za:u>
0 0:0 0: 0 0: SYIIIDLS BORING B-9 CONT. . DESCIIII'TIDNS SHALE* MEDIUM TO DARK GRAY: LDCALLY SO~ AND CLAYEY:
-o:
z:o cc O:.J
-z
=~
80 1.0 110".
- /000 --rHINLY LAMINATED* INTERBEDDED WIT>! SANDSTONE: LIGHT GRAY; FINE-GRAINED: LOCALLY CALCAREOUS; CARINATED TO THIN BEDDED.
IOOX SO~ CLAYEY SHALE FROM 7S.6' TO 79.0' 100 116 SANDSTON[ 20X TO ~Ol: FROM 79.0' TO 9~.1' NUMEROUS SO~ CLAYEY SHALE LAYERS FROM 80 ~* TO 8S. 9'
~ 995 0
r- BROKEN ZONE FR014 86. 5' TO 86. 7'
~ 990 90 100 61
~ 985 SANDSTONE LESS TIWI lOX F'II014 9lo. I' TO 96 31 0
95:- WILL IAIISIURG COAL lED COAL: BLACK; SHALEY: THINLY LAMINATED TO THIN BEDDED,
-. ~ 980 rR'I!'E: GREENISHooGRAYt CLAYEY; CALCAREOUS; LAMINATED
-.,THIN BEDDED: NUfiEROUS LOW ANGLE FRACTURE'S.
,_ AIIAZON lA MEMBER 100 L IMRflN!tog~~~NISH-GRAY: VERY SHALEY: FOSSILIFEROUS_;
100 19 IULAND MEMBER SHALE: GREENISH*GRAY: CLAYEY: OCCASIONAL LIMESTONE
-wt!ULES: CALCAREOUS IN U,ER 1.0': THINLY LAMINATE~
TO TH IN IEOOED. 105 *- 0 SHALE: MEDIUM DARK GRAY: LOCALLY CLAYEY: THINLY
---c:ltHINATED: INTERBEDDED WITH SANDSTONE: LIGHT GRAY; F INE*GRA I NED: LOCALLY CALCARmt!S'i'"""CliRI MATEO TO THIN BEDDED: &NO SILTSTONE: MEDIUM GRAY;
~ 910 141CACEOUS; LAIIINAm-rtrr!IIN BEDDED.
110
,_ NUMEROUS SD~ CLAYEY SHALE LAYERS FROM 1~.2 1 TO 106,2' SANDSTONE 5:11 AND SILTSTONE 20X FROM 1~.2' TO 107.7' SANDSTONE "OX AND SILTSTONE 30X FROM 107.7' TO 109.0' 11 100 FRACTURED CLAYEY 2DNE FROM 108.0' TO 108 ... '
r-SANDSTONE lOX AND SILTSTONE 30X FROM 109.0' TO 121.0' CLAYEY SROKEN 2DNE FROM 109.0' TO 109.~' 115*- 0 son CLAYEY ZONE FRD11 114, 9' 10 115. 5'
~ 960 120 *- u .9l.!l.: SLACK: SHALEY: LAMINATED TO HEDIUH BEDDED,
" ~
SHALE: HEDIUH GRAY: CLAYEY: THINLY LAMINATED: CARSONACEDUS
----ri! UPPER 0. 3 1
- CLAYEY BROKEN 2DNE FADM 111.2' TO 111.6' 125 *- UaKr"'
SHALE; MEDIUM DARK GRAY: THINLY LAMINATED: INTEASEDDED WITH
~ANDSTONE: LIGHT GRAY: FINE*GRAINED: LAMINATED TO mll!R"'1!DDED: AND SILTSTONE: MEDIUI1 GRAY: MICACEOUS&
1- LAMINATED TO MEDIUM 8£00£0. SANDSTONE 20:1: AND SILTSTONE ~Ol: FROM 125.2' TO 128.2' 130 *- 100 SANDSTONE 75:11 AND SILTSTONE 15:11 FROM 128,2' TO 132.6' IROKEN 2DNE FROM 131,5 1 TO 131 .8'
~ VERTICAL FRACTURE FROM 131.2' TO 132.~ 1 SANDSTONE SOX AND SILTSTONE 30X FROM 132.6' TO 142.2' 1.2&10".
135
~ 940
- 100
- SANDSTONE 20X AND SILTSTONE SOX FROM 142.2 1 TO 1.. 6.4' 1-.
145 - 150 - 91 .. 1-.9~0 SANDSTONE lOX AND SILTSTONE 30X FROM 1.. 6.~' TO 157.8'
.05' CARBONACEOUS SHALE .LAYER AT 147.9' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34i (Sheet 2 of 6)
Log of Boring B-9 Rev. 0
- I..AIOIIATOIIY TEST DATA E.
~=
~v e
.., "c 0
c S'IIIIIDLS BORING B-9 CONT. DES(;Itfn'IDNS
-c Z::>
cc C..l
-z cz Co
=~
~ 925
/55~-
,_ 920 101; SANDSTON£ AND 90S SILTSTONE FROM 157.8' TO 160.0'
~
160 100 'TT SANDSTON£ 101; AND SILTSTONE 301; FROM 160.0° TO 167.9' AoSO FRACTURE AT 160.4' INTERSECTING 600 CLAV*LINED FRACTURES AT 160. 7'
~ 915 700 FRACTURE AT 162.0' CLAYEY IROitEN ZONE FROM 161o. S' TO 165.0' 16$r-SILTSTONE 1001; FROM 167.9' TO 171.8'
- 910 100 100 SANDSTONE 101; AND SILTSTONE ]OS FIIOM 171.8' TO 175.8'
-. ~
,_ 0 ROO INS HEMlER SHALE: MEDIUM DARK GRAV; SLIGHTI.T CARIOHACEOUS; THINLY
~AMINATED.
r- 900 600 FRACTURE AT 177 .0' 100 FRACTURE AT 178.5' 180 99 79 .05' SOn CLAYEY SHALE LAYER AT 180.0' ZOO FRACTURE AT 180.3 ° NUMEROUS son CLAYEY SHALE LAYERS FROM 181.6° TO 185.2° 895 !
~
/85
,_ i c
~
- /90
/95~-
100 100
~ 890 r- 885
~ 880 600 FRACTURE AT 192.3' IROKE~ ZONES FROM 198.1° TO 198.8' AND FROM 199.6° TO 200.2° Ill
~
Ill
§
- 3"'c
- 1 c
c 200
,_ 91 37 100 93
~* VERTICAL FRACTURE FROM 209.1° TO 209.6° 210 - IROKEN ZONE FROM 211. 6' TO 213. 1 °
~ 865 BROKEN ZONE FROM 214,1° TO 214,6° VERTICAL FRACTURE FADM 214 .9° TO 215.1° 215 98 VERTICAL FRACTURE FROM 216.1° TO 216.8' 4S0 FRACTURE AT 218.1'
~~ 860 220 - 600 FRACTURE AT 220.4 ° 0 100 ,., r-,855 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.S-34i (Sheet 3 of 6)
Log of Boring B-9
- Rev. 0
U.IORATORY TEST DATA ii
..t
- 1 0
U> co wu c zc c c 850 SYIIIDLS BORING B-9 CONT. DESCIIII'TIDNS 230 - 100 100 LIMESTONE: LIGHT OLIVE GRAY: VERY SHALEY: FOSSILI'EROUS:
- m t l ! M BEOOED.
SHALE: MEDIUM DARK (.~AY: SLIGHTLY CARBONACEOUS: OCCASIONAL
~ 845 -orALE YELLOWISH*BoOW DOLOMITIC CONCRETIONS: THINLl LAMINATED.
2~5 100 119
~ 840 240 - 94 94
.... 835 245 *-
100 91
~ 830 250 *-
~ 825
- 100 100
~ 820 SHALE: MEDIUM DARK GRAY: VERY CALCAREOUS: FOSSILIFEROUS:
2!60*- --miN TO MEDIUM BEDOED. SHALE: GRAY ISH*BLACK: CAAIONACEOUS: T!ONLY LAMINATED:
~CASIONAL MEDIUM GRAY CALCAREOUS SILTSTONE LENS£ IN UPPER
. 1.2 FEET.
~ 815
*- 0 9'1' 1111 HA$1(£~~ HEMlER LIMESTONE: MEOIUH LIGHT GRAY: FINE*I;UINED: FOSSILIFEROUS:
~ 810 IAIA 10 THICK BEDDED.
,_ 'II N*~NO HEHIER SHALE: MEDIUM DARK GRAY: VERY CALCAREOUS: FOSSILIFEROUS: THIN
---,.0 HEOIUH BEDDED: )O'f LIMESTONE FOSSILS.
COAL: BLACK: SHALEY: LAMINATED TO THIN BEDOEL
~ 805 ~E: HEDIUH GRAY TO DARK GRAY: LOCALLY CLAVE~: LOCALLY
--rARBONACEOUS: LOCALLY CALCAREOUS: LAMINATED TO THIN BEDDED.
- _ 0 FRACTURED CL'>E" ZONE FROM 271.2' TO 271.6' 100 1'3 SHALE IECOHES l!r.ERBEODED WITH 10.' LAMINAE OF VERY FINE*
GRAINED SANDSTONE FROM 273 .0' TC 275.8' BROKEN C~AYEY L.O'oERS AT 276.0'. 276.9'. 277.6'. 278.5' AND
~ 800 279.1' 280
,_ BROKEN ZONE FROH 280.0 1 TO 280. 7' SILTSTONE: CREENISH*CRAY: SANOY: CALCAREOUS: LAMINATED TO
~BEDDED: INTERBEDDED WITH SHALE: GREENISH-GRAY: SILTY
- THINLY LAMINATED: AND SANDSTONE: H[OIUH GRAY: FINE* TO HEDIUH*G~AINEO WITH SO~>IE FOSSIL FRAGMENTS: SILTY:
285 *- 7.5110" 1 9'1' 81 LAMINATED TO MEDIUM BEDDED. SILTSTONE 90:** AND SAN~STONE "' FROM 281.2 1 TO 283.9' SILTSTONE SO:** AND SHALE 50:' FROM 283.9' TO 285. 2' SANOY SILTSTCNE 100:* FilCH 285.2' TO 287.0' .
- SILTSTONE 50~ AND SANDSTONE 50'1: FROM 287 .0' TO 291.3 1 290 SI~TSTONE 90'1 AND SAhOSTONE tor 291.3' 2!1't.3' ll.!...!.:. FROH TO s*
295*- llio.l.!. Q - 2.980 D'S i 1.1110"' 100 ,., li"ESTONE: MEDIUM GPAY: eo**. FUSUL'NIO FOS~ILS: SHAL['I: THIN
---rtr""n!IC* BEDCEO: L I HESTON[ BEO$ SEPARATED BY .02' TO .6' LAYERS CF SIL"*;TON[: MEDIUM ~R.:Y: SHALEY: SoNOY:
E
- I, 017 000 CJS; CARBONAtEdj~7~RE:us: LAMINATED TO HECIUH BE00£0,
- 780 s IL TsToNr so*. rR~M 29". 3
- To 296. 2
- SANOY SILT~'TONF *JH> """M 296.9' TO 297.5 1
.15' COAL LAYER AT 297.8' 1- .2' SANOY SILTS'It'NE LAYER AT 299.1o' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34i (Sheet 4 of 6)
Log of Boring B-9 Rev. 0
- L.AIOIIATOIIY TEST DATA za:
u> a:o A.lol c 0 c SYII.DL$ BORING B-9 CONT. DESCRI~TIDNS
.2' SANOY SILTSTONE LAYER AT 300.2'
- 0:::::>
cc
-:o::
=~
- Oz
....
- 1' SILTSTONE ~Y[R AT ]Oio. S'
;_ L2 110" 100 61 TONGANOII E MEMBER SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH
~ANDSTONE: LIGHT GRAY: VERY FINE-GRAINED: LAMINATED TO T!ml"'!t!I11ED: ANO SILTSTONE: MEDIUM GRAY: MICACEOUS:
I- ~MINATEO TO THICnmt!r. SANDSTONE S~ AND SILTSTONE 1~ FROM 301o.6' TO 30S.k' SANDSTONE 20,; AND SILTSTONE 20':t FROM 305.k' TO 309.6' 310 SANDSTONE 1M AND SILTSTONE lOX FROM 309.6' TO 328.9' 312.k' Q
- 1.670 ps; I- BROKEN ZONE WITH NUIIEAOUS HIGH ANGLE FRACTURES FROM 312.9' TO 31~.~*
E
- 368.000 ps; 7010 FRACTURE AT 31~.9° 315~- 100
~ 7'60 IIIIOKEN ZONE WITH NUMEROUS HIGH ANGLE FRACTURES FROM 318.0 1
,_ TO ]19.5'
- I-
*- 0 100 55 I- 1M FROM 328.9' TO 362. S' SANDSTONE AND SILTSTONE LESS THAN
)38.2' ~ 7'45
~:
I
~- s* 100 100
- I
- 340 345
*- 100 100 I- 7'40
~
I- 7'30
~I I
350 I- 7'25 99 9t 355 *- I-360 *- 100 100 I- 7'15 WESTON HEMlER SHALE: MEDIUM DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY 365 - --r'AMINATED. I- 7'10 BROKEN ZONE ~ROM )68.2' TO ]68.w'
- 100 7'0 300 FRACTURE AT )71.8' CLAYEY BROKEN ZONE FROM 37].1' TO 373.3'
~ 705 BROKEN ZONE FROM )7w.O' TO 375.0' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34i (Sheet 5 of 6)
Log of Boring B-9 Rev. 0
U.IOIIATOIIY TEST OATA ii
~
- a r
SI'MIOLS BORING B-9 CONT. DESCRII'rtONS NUMEROUS SOrT CLAYEY SHALE LAMINAE FROM 375. 7' TO 385.3'
~
c u
~
- a 0
z
- 380 - 100 0
- 695
- 0
- 690 390 99 92
- 685 395 - SOUTH BEND HEM!E~
LIMESTONE; MEDIUM LIGHT GRAY; FINE*GRAINED; FOSSILIFEROUS: 100 96 680 -,;mm:i TO THICI\ BEDDED: SANDY IN BASAL I.D'. 400,_
""" SIIALEY FROM 398.6' TO 399.0'
' ROCK LAKE MEMBER SHALE: MEDIUM DARK GRAY: CALCAREOUS: THINLY LAMINATED: INTER*
'""" 67'5
--o!EDDED WITH 30% LIMESTONE: LIGHT GRAY: LOCALLY SANDY:
LAMINATED TO THI~ BOA lNG COMPLETED AT ~02.2 FEET ON 6*18*73. CASING USED TO A DEPTH OF 8.0 FEET* g:o~~~~w LEVEL RECORDED AT 20.D FEET THIRD PIEZOMETER INSTALLED AT AN INTERVAL FROM 6.D FEET TO 21.0 FEET ON 7*5*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL FROM 28,0 FEET TO ~O.D FEET ON 7*5*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 56.0 FEET TO 75,0 FEET ON 7*5*73. PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.~*29. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34i (Sheet 6 of 6) Log of Boring B-9
- LAIOitATOIIT TEST DATA s ....... ..
- a
~:
U> 0:0 wu 0
~ 1085
~
J:
!~
~~
i: ;'l 91
$TII.DLS BORING ~10 SUit,ACE EL.EVATION
'OOODIW.ns,
~---,~0-AR~K~B~RD~W*N--CLA N 58)*61.%
1016.8 t DESCiti,.TIDNS
%81)28%,6
-a:
cc
-z C:a
=~
. .Y~O~S*I*~~T*W*I~T*H~T~R*A~CE~O~F*S~A*N~O~(T~O~P~SO~I~~~)------1---,---i
- ~ 1080 12 I 441 ICJ~EO DARK GRAY AND ORANGE SILTY CLAY H£\JMADER HEMlER
/0 - c !6 SHALE: DARK YELLOW ISH*BROWN: VERY CALCAREOUS: F'OSS IL IFEROUS:
~YO: SLIGHTLY TO ICJDERATELY WEATHERED: LAMINATED TO 1- 1075 THIN 8EDDEO, PLATTSICIUTH MEHBER LIMESTONE: MEDIUM LIGHT GRAY: SLIGHTLY WEATHERED TO GRAYISH*
-.nmmt ALONG SHALE ~AYERS: F INE*GRA I NED: F'OSSIL IFEROUS:
15 - c 54 THIN TO MEDIUM BEDDED. 0, 15 1 SOF'T CLAYO SHALE LAYER AT 11,3 1
~ 1070 MEDIUM DARK GRAY CLAYEY CALCAREOUS SHALE LAYERS F'ROM 15.0 1 TO 15.5 1 AND F'ROM 15.7 1 TO 15.8 1 100 20 100 1065 HEEBNER MEHlER SHALE: GRAYISH*ILACK: CARBONACEOUS: THINLY LAMINATED: WITH
~ MEDIUM GRAY CA~CAREOUS SILTSTONE LENSES, 25 LEAVEIMIRTH MEHlER LIHESTOIIE: I'!EDIUH GRAY: F'INE*GRAINED: F'OSSILIFEROUS: MEDIUM z s
99 ~. liO_ 1060 0 II. SNTDERV I LLE HEMlER SHALE: MEDIUM DARK GRAY AND OLIVE GRAY: CLAYEY: VERY 8a: c so -
'"'""tln.CAREOUS: LAMINATED TO THIN BEDDED. :I
~g8YF'~~~/~~S~~~~~RDUS LIMESTONE LAYER F'ROH 17.1 TO 27.~
1 1 a: 1055 SOF'T CLAYEY SHALE lONE F'ROM 29.~ TO 30.0 1 1 NUMEROUS 200 TO loS" SL ICKENS I OED F'RACTURES F'ROH 32.5 1 TO 3~.1o 1
...0 94 !12 ~ /050 SOF'T CLAYO SHALE ZONE F'ROH 36.8 1 TO 37.1o 1 40 TORONTO HEMlER LIMESTONE: ~IGHT GRAY TO VERY LIGHT GRAY: FINE*GRAINED:
1045 ~IFERDUS WITH F'OSSI~ F'RAGMENT BEDS: THIN TO THICK BEDDED: OCCASIONA~ GREENISH*GRAY SHALE PARTINGS AND LAYERS. NUMEROUS GREENISH*GRAY SHALE PARTINGS FROM -lo0,$ 1 TO lo7.3 1 100
* ~ 1040 50 - 0.05 1 SOF'T CLAYEY SHALE LAYER AT lo8,0 1 SHALEY F'ROM 50.6 1 TO 52.0 1 0.05 1 SOF'T CLAYO SHALE LAYER AT 51.9 1
/0$5
*- 100 11
- /OSO SHALE: MEDIUM GRAY: C~AYO, SDF'T: SLIGHTLY CALCAREOUS:
-oi41NATED TO THIN BEDDED, so,_
- 1025 SHALE: MEDIUM DARk GRAY: LOCALLY CARBONACEOUS: THINLY
. --oiHI NAT EO: INTERBEDDED WITH SANDSTONE: ~ IGHT GRAY: F' INE*
GRAINED' ~DCA~~y CA~CAREOUSi"UUTllltTED TO THIN BEDDED: AND SI~TSTONE: MEDIUM GRAY: MICACEOUS: ~AMINATED TO THIN
~
65 - 100 21 SANDSTONE 60~ AND S I~ TSTDNE 20% F'ROM 60, 5 1 TO 61,8 1 SANDSTONE_ 30~ AND SILTSTONE 20'l: FROM 62.8 1 TO 71o,3 1
~ 1020 NUMEROUS SOF'T C~AYEY SHALE LAMINAE FROM 61o.2 1 TO 71,2 1 70 - 0,15 1 'PA~E YELLOWISH-BROWN ~IMESTONE ~ENSE AT 71," 1
~ /015 SANDSTONE LESS THAN 5~: AND SILTSTONE 20'l: F'ROM 71o,3 1 TO 81.6 1 75 ( BDR I NG CONTINUED)
IS REPOR'l' Figure 2. 5-34j (Sheet 1 of 5) Log of Boring B-10
- Rev. 0
t.AIOIIATOIIY TEST DATA 5.
;i o:*
I! e 0:
~0:
0 0 6YIIIDL$ BORING B-10 CONT'D
-o:
cc
*:~
"'o
-~ 1010 100 80 - WILL IAMSIUIIG COAL lED
- 1005 COAL: BLACK: SMALEY: LAMINATED TO TNIN BEDDED.
~E: GIIAYISN*ILACJ.; CAIIIONACEIIUS: CLAYEY: LAMINATED.
AMol'm!nT IIEieEl SMALE: GIIEENISN-GUY: CLAY!'I: VPY CALCAIIEDUS: FDSSIL.,EIIOUS: 85 - 100
* --oi41NATED TO THIN IEOOED; OCCASIONAL SMALL LIMESTONE NODULES.
-1000 IIIELAND IIEMIP SMALE: GlEENISN*GIIAY GIIAOIIIC TO MEDIUM DAU GIIAY IELOII 86.5 1 :
---meALLY CUIDNACEOUS: TNINLY LAMINATED: INTUIEDOED WITN SANDSTONE: LIGHT GRAY: ~INE*GUINED: LOCALLY CALCAIIEOUS; 90 - ~~ AND SILTSTONE; MEDIUM GUY: MICACEOUS:
LAMINATED TO~.
- SANDSTONE 30: AND SILTSTI)H£ 20: ~OM lllo.$ 1 TO 90.9' CUY!'I llOICIN ZONE F'IIOM tg. I 1 TO 89;6 1 SANDSTONE 1011: AND SILTSTONE loOII: ~OM 90.9 1 TO 97.~*
!15 - 100 '7e OCCASIONAL SO" CLAY!'I SMALE LAMINA[ ~OM 91.2' TO 91.6' IIUIIE1UIIIS SO" CUY!'I SMAU LAYPS F'IIOM 95.2' TO 96.**
--. - ~STONE 3011: AND SILTSTONE 3011: "-OM 97.~' TO !!1.3' loO I'UCTUIIE AT 97.7 1 SANDSTONE 5S AND SILTSTONE loOii: ~010 !!I.J' TO IOI.lo' 100 -
ztf' SLICICENSIOED I'UCTUIIE AT 100.~' FDSSILIRlOUS CALCAUDUS SMALE ~lOM 101.3' TO IDI.lo' COAL: 'lUCK: SMALEY: LAMINATED TO MEDIUM IEDDED. l!lln: MEDIUM OUK GIIAY: TNINLY LAMINATED: INTPIEODEO WITN
---nNOSTON£: LIGHT GUY: ~INE-GlAINED: LOCALLY CALCAII[OUS.
tJR'T'llZ'I'n TO TN IN BEDDED: AND SILTSTONE: MEDIUM GIIAY:* 105 *- MICACEOUS; LAMINATED TO MEDIUJo( Q[bb£0.
-980 100 45 SAIIDSTON£ lOll: AND SILTSTONE 5011: ~OM 102.2 1 TO 107.0' POICIN ZONE F110M 1~.2 1 TO 1~.5' .
6lP n.ACTUII[ AT 1~.8 1 VPTICAL FIIACTUl[ F110M 1~.9 1 TO 105.~' IIIOICIN ZONE ALONG VPTICAL F11ACTUIIE F110M 105.7' TO 106.3' z 110 - SANDSTON[ ~ AIID SILTSTONE 20: F11DM IO,.D' TO 110.8 1 0
- OCCASIONAL SO" CLAYEY SHALE LAIOINAE ~lDM 110.9' TO 120.0 1 5:2 SAIIDSTON£ 3011: AND SILTSTONE 2011: F'IIOM 110.8 1 TO lllo.2' A.
=
SANOSTOIIE SUS AND SILTSTONE 2011: "-OM 111o.2' TO 115. 7'
~ a:
0 115 - SAIIDSTONE 3011: AND SILTSTONE loOS F'IIOM 115.7' TO 117.1o' CD
- .,c 12 Ill SANDSTONE 3011: AND S I LTSTONE 2011: F'IIOM 117. lo 1 TO 12 5. 0 1 u z -'
Ill Cll /20 - a:
~
*=0g
- 965 -'
125 - 100
* -960 DISTOIITEO. SANDSTONE JOS AND SILTSTONE 70S 1'11010 125.0' TO 126.9' SANDSTONE 2SS AND SHAUT SILTSTONE 60S "-OM 126.9 1 TO 1)9.0 1 ISO 1$5 - * *- !150 140,_ SANDSTONE LESS '!MAll 5'1 AND SNALEY SILTSTONE 9011: n.1110 139.0' TO 155.0'.
- 15 5I SANDSTONE CliiADES OUT AT. *11o6. D' 940 150 - (lOlliNG CONTINUFDI WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34j (Sheet 2 of 5)
Log of Boring B-10 Rev. 0
- BORING B-10 CONT'D
..~--: ..
~IOIIATOIIT 0
TEST DATA ;~ c t DE5C:Iti,.TIDN5 f- 9M 3o" FRACTURE AT 151.4' 90 711
/55r-SHALEY SILTSTONE sen; AND SHALE 50S FROM 155,0 1 TO* 186.6' 1- 9~0 160 1- 925 95 I&
165r-OCCASIONAL SOFT CLAYEY SHALE LAYERS FROM 166.5' TO 171.6' 1-920
,_ 711 4!
f- 915 17'5i-f- 910 0. I 5 1 IIIOICEN ZONE AT 1"17. I 1 180
,_ 100 ~ 0.2' CLAYEY IROICEN ZONE AT 179.4 1 1- 905 VEIITICAL FRACTURES FROM -182.4' TO 182.9 1 AND FROM 183, 5' z0 TO 184.3' OCCASIONAL SOFT CLAYEY SHALE LAMINAE FROM 184. 7' TO 195.6' c
- IE a.
185r- a: :::> 1- 900 ROIB INS MEHIIER ...0 0 a:
~: DARK GRAY: SLIGHTLY CARBONACEOUS: TMINLY LAMINATED
- c:l
/90
,_ 100 0 ltol
(.) t/) c z -' f-. ltol a: CD 0
~
195,_ Q 100 .,., i-.890 LIMESTONE: LIGHT DL IV[ GRAY: VERY SHALEY: FOSSIL IFERDUS: LARINAIED TO MEDIUM BEDDED. 200
,_ SHALE: DARK GRAY: SLIGHTLY CARBONACEOUS: TMINLY LAMINATED:
~CASIONAL 0.05' TO D. I' PALE YELLOWISH*BROWN DOLOMITIC CONCRETIONS,
-,885 sr 205,_
10 880 VERTICAL FRACTURE FROM .206.8 1 TO 208.9' 210 - 1-97 81 215 - 870 NUMEROUS SOFT CLAYEY SHALE LAMINAE FROM 217.5' TO 218.8' 220 - NUMEROUS SOFT CLAYEY SHALE LAMINAE FROM 220.0' TO 227.2' 94 12 i-.865 225 - Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34j (Sheet 3 of 5) Log of Boring B-10
... e BORIN & &-10 CONT'D ....
!II u.*ott&TOitY TEST D&T&
~-~
U> 0:0
%~
0 cc C..l
-z c ~~
Dnt:IIII'Tit1NII :Oz 860 SN&L£: MEDIUM DARK GRAY; Y£11'1 CALCAREOUS: F'OSSILII'tROUS; THIN
--.,m,oED. .-
230 - SII&LE: GR&YISH*ILACI\: C&RIOIIAC!OUS: SLIGHTLY CALCAREOUS:
--riiiiiU ~IIIATED.
855 HASKELL - D LIMESTONE: MEDIUM LIGHT GUY: FINE-GRAINED; 'IISSIL.,DDUS: lAIN 10 MEDIUM IEODED. V INLAND !CMIIIR
- 850 SII&LE: MEDILII DARK GRAY; YDl CALCAREOUS: 'IISSILII'tRDUS: THIN
-mDED.
COAL: ILACI\: SHALE'/: THIN I!ODID. ntT!'ToNE: MEDIUM DARK GUY: THIN IEDDEO: INTDIEODED WITH
$11U0$1UNEJ LIGMT GUY: "Nl*GUINED; LOCALLY I:ALCAlEOU$;
tlEII'T'IIIT'EI TD THIN BEDDED. SAIIDSTONE 3DS FROM 235.6 1 TD 239.0 1 IT 22- 845 SAIIDSTOIJE 60S P'IIOM U9.0' TD 2~3.0' COAL: lUCK: SHALE'/: ~III&TED TD THIN IEDDEO. llllt'l: MEDIUM DARK GRAY; LOCALLY CARIONACIDUS; :UYE'I: SILTY; 245
--cxHIII&TED TD THIN IEODED: OCCASIONAL YELLDIII~Y IICIUIIIIT IC CDIICRE'I IONS, 840 25() - lil._'fml!l: ICDIUM GUY; SILTY: SHALE'/: LAMIIIATED TD MEDIUM
--,mEl!; INTERIED0£0 WITH SANDSTONE: LIGNT OLIVE GUY:
FINE-GRAINED: CALC&REOUS:~IN&TED TD ICDIUM I!DDEO. M JDS SOFT CUYE'I SMALE L&YDS 1'110M 2..9.0' TD 255.0 1 SAIIDSTONE IDS ADM 2..9.0 1 TD 255.0 1 255 SILTY -STONE 60S noM 255.0' TD 2n.1*
!50 260 -
a: CD
* ....*c T4 -
265 - c:o
! 51:1 820
~DUS 26&.0 1
'IISSIL I'UGM!NTS lfCIIIE MIXED WITH SAIIDSTDNE IELDII 5a
- ~
ICO 12 - 815 LIMESTONE: LIGHT OLIVE GUY: 60S I'VSILINID F'OSSILS: 10: a: kd0Ab£D L IM!STON[ I'EIIL[S 1 SHALEY: TM IN TO TH I Cit IEODED1 w INTERBEDDED WITH lEOS OF INTDLAYERED SAIIDSTONE Allll c:o S ILTSTDNE AS DESCR liED &lOVE. LIICSTDNE *lEOS FROM 272.7 1 TD 273.2 1 , 27~.0 1 TD 275.2 1 , ia: 810 275.7 1 TD 278.2' AND FROM 278. 7' TD 279.lt 1 ... 0.05 1 COAL L&YP AT 276.8' Ill 280 - TOIIGANDXIE..,_P
~L_E: II!DIUM DARK GUY: THINLY ~IIIATEO; INTDIEODED WITH
---uliDSTDNE: LIGHT GUY; FINE-GRAINED: LOCALLY CALC&REDUS:
ICO 805 IJjb SICT!TDNE* MEDIUM GUY: MICACEOUS: ~III&TED TD MEO IOR BEDDED. , 285 - 800 SANDSTONE 3011: AND SILTSTONE SDS FROM Z79.lt' TD 291.0 1 OCC&SIOII&L SOFT CUTE'I SHALE ~IIIAE FROM 283.7' TD 285.6' 290 - 100-SAIIIISTONE IDS &1111 SILTSTONE 251 FROM 291.0 1 TD 308.8 1 100 295 - 790 300 - Rev. 0 WOL!' CREEK OPDA'l'ED SA!'E'l'Y ANALYSIS REPOR'l' Figure 2.5-34j (Sheet 4 of 5) Log of Boring B-10
..,-a:
- BORING B-10 CONT'D
- z::>
L.ABOIIATOIIY TEST DATA iii
!:i u>
a:o "a: 0 .. .., cc 0:-'
-z
..~ ~~
a: S'I'II6DLS DESCRJPrJONS c::l
"'o li;z 0
f- 785 0. 15 1 CLAYEY BROKEN ZONE AT 302.3' 305
,_ 100 100 z0 7'80 a.
SANDSTONE 5l; AND SILTSTONE ISl; FROM 308.8' TO 321.3' 5:E :l 0 a: 311~ 97 61 f- 7'7'5 VERTICAL FRACTURE FROM 31~.0' TO 315.0'
...~ <:1 Ul C[
a: ..J IIJ <:1 3/.'5- <:1 zC[ :l 0 a: c CARBONACEOUS SHALE LAYER FROM 316. 5' TO 316.8 1 1-Ul NUMEROUS SOFT CLAYEY SHALE LAMINAE. FROM 317.9 1 TO 326.9' 32o-WESTON MEMBER 93 0 f- 765 2!ill: MEDIUM DARK GRAY: THINLY LAMINATED. 32'5-
- 760 BOA lNG COMPLETED AT 326.9 FEET ON 7*3* 73.
CASING USED TO A DEPTM OF 10.0 FEET. 33'0 GROUNDWATER LEVEL RECORDED AT 59.6 FEET ON 6*27* 73. SECOND PI EZDI'.ETER INSTALLED AT AN INTERVAL FROM 5.0 FEET TO 28.0 FEET ON 7*26*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 38.0 FEET TO 57.0 FEET ON 7*26*73. PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.lo*29
- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34j (Sheet 5 of 5)
Log of Boring B-10
Ulll 5 ...... BORING 8-11 -c zo: 0 I.AIOIIATOIIY IUIIFACE . 1090.0 cc
;; 0 E~EV~ION u> 0 eu TEST DATA ~
z 0:
- 8 COOIU>IIIATU, N 580821.7 £ 2812*58.6 -z r :~
DE:iCR!I'TIDNS :Oz SOH£ ORGANIC MATERIAL IL) 9 I ICITTLED DARK BROWN SILTY CLAY WITH TRACE OF FINE SAND AND DAGAN IC MATERIAL (MEDIUM STIFF). 17 I ICITTLED GRAY AND BROWN SILTY CLAY WITH TRACE OF ROCK 5 ~ 1085 FRAGMENTS ! ST I~<). OLIVE BROWN TO LIGHT BROWN SILTY CLAY WITH TRACE OF ROCK 531 FRAGMENTS; (VERY STIFF TO HARD) (WEATHERED SHALE) SHYDERV I UE MEitiER 10 *- ~1080 SHALE: LIGHT GRAY TO GREEN ISH*GAAY: VERY
--n;LCAREOUS: SLIGHTLY TO ICIDERATELY WEATHERED IN UPPER TWO FEET.
15 - h 107'5 20
,_ 100 Cl ~.107'0 TORONTO MEMBER LIMESTONE: LIGHT GRAY TO VERY LIGHT GRAY: FINE*GRAINED:
~IFEROUS WITH FOSSIL FRAGMENT BEDS: THIN TO THICK BEDDED: OCCASIONAL .ODI' TO .OS' GREENISH*GRAY SHALE PARTINGS: PINPOINT VUGS LESS THAN 5'1:.
94 6! NUHEROUS CLOSELY SPACED SHALE. PARTINGS FROM 21.5 1 TO 21.8 1
- ~. 1065
~*
s* Ualcrt 5~ SHALE FROM 27.3' TO 27.8 1
.OS' SOFT CLAYEY SHALE LAYER AT 27 .8'
~0
,_ ,- ~. 1060 12 1M
.2 SHALE: GREENISH*GRAY IN UPPER ONE FOOT GRADING TO MEDIUM GRAY
-nLDW: LOCALLY CALCAREOUS: THINLY LAMINATED: INTERBEDDED
~5 h 1055 WITH SANDSTONE: LIGHT GRAY: r INE*GRA I NED: LOCALLY CALCA~INLY LAMINATED TO THIN BEDDED.
f- SANDSTONE 30t FROM 33. I 1 TO 3". 8 1
! SANDSTONE 5'1: FROM 3". 8' TO 3 7. 7' NUMEROUS SOFT CLAYEY SHALE L*AYERS FROM 36.1o' TO loO.O' 40
,_ f-,1050
.OS' PALE YELLDWISM*BROWN SILTSTONE LAYERS AT 37.1' AND 37.2 1 SANDSTONE 3~ TO 5~ FRDH 3 7. 7 1 TO Slo. 0' I! liO .2' MEDIUM GRAY SILIGEOUS SHALE. LAYER AT 38.1 1 45 - 2.7aro*'
~. /045 NUMEROUS SOFT CLAYEY SHALE LAYERS FROM &o8.0 1 TO &og.o*
- I 1 PALE YELLOWISH*BRDWN CONCRETION AT &o8.2' 50
,_ ~.1040 87 0 II\IMERDUS SOFT CLAYEY SMALE LAYERS FROM 50.0 1 TO 5".0 1 z 0
j: 5'1: FROM Slo.D' TO 60.8' c SANDSTirNE WS THAN ~ 2 h 10~5 a: 0 5a:
~ .fll 101 u
z ~
...I 60 - ~.10~0 101 c
* !IS WILL I AMSIUitG COAL BED COAL; BLACK: $HALEY AT BASE: THINLY LAMINATED TO MEDIUM BEDDED
~: GRAY ISH*BLACK: CARBONACEOUS: THINLY LAMINATED: CLAYEY a:
~
§"
- r l ! LOWER ONE FOOT. ...I
.I' COAL LAYER .AT 61.9' 65 - 1-.1025 AMAZON lA MEMBER SHALE: GREEN ISH"GAAY: VERY CALCAREOUS: THINLY LAMINATED TO
-wiCK BEDDED: WITM 5'1: .DOS' TO .07' NODULES OF LIMESTONE:
LIGHT GRAY: FINE TO MEDIUM*GRAINED. ---- SHALE: DARK GREEN ISH*GRAY: VERY CALCAREOUS: CLAYEY: THINLY
~MINATED TO MEDIUM BEDDED.
7'0 - 93 e 1-.1020 2o" SLICKENSIDED FRACTURE AT 70.0'
.D"' SOFT CLAYEY SHALE LAYERS AT 73.7'. 7".3' AND 7"*"'
7'5 - I -1015 (BOA I NG CDNT INUED) Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34k (Sheet 1 of 5) Log of Boring B-11
L.AIOIIATOIIY
=
~
m: ZQC BORING B-11 CONT'D
!:1 TEST DATA i!
u> QCO wu
... -z
~ "' SYIIIIDLS DESCRIPTIONS
=~
=oz
'5 MEDIUM GRAY CONGLOMERATIC LIMESTONE FROM 74.4' TO 74.8' IRELAND MEM8ER SHALE: MEDIUM GRAY: CLAYEY: THINLY LAMINATED TO THIN BEDDED
---;n"TH NUMEROUS SOFT CLAYEY SHALE LAYERS.
8 0- 98 f- 10/0 70 SHAra; * ~~D ~~~E~~A~f ~~m~o~:~ I~~~~~: G~~~R~~~~~~R~ :!~D; 00 1 ' IRREGULARLY BEDDE~STORTED BEDDING: LOCALLY CALCAREOUS. SANDSTONE 5% TO 20% FROM 80.9 1 TO 95.4'
'5- 1- 1005 .2' SANDSTONE LAYER AT 84.8'
.IS' SANDSTONE LAYER AT 85.2' 9 0-- f- 1000
'¥7 37 9.2 x1o**
9 '5- f- 995 SANDSTONE AND SHAU BECOMES INTERBEDDED WITH SILTSTONE: MEDIUM GRAY; .SANDY: MICACEOUS; THIN TO THit"'l"'"B!!mm. SILTSTONE 80% AND SANDSTONE 20% FROM 95.4' TO 98. I' SILTSTONE 20ll: AND SANDSTONE 20ll: FROM- 98. 1' TO 104. I' 100- f- 990 100 54 /05
,_ r- 985 SILTSTONE 60% AND SANDSTONE 20% FROM 10lt.1' TO 109.4'
.6' CALCAREOUS SANDSTONE LAYER FROM 108.0' TO 108.6' SILTSTONE 20ll: AND SANDSTONE 20ll: FROH 109.4' TO 118.2' z Ill'0- r- 980 0
~
A. 100 eo ::I
- l 0
a: a: 0 Ill
~
II5- 1- 975 If) NUMEROUS SOFT CLAYEY SHALE LAYERS SPACED .01' TO
- 1' APART FROM 116.6' TO 124.1°
"'z "'
0 .J c:l SILTSTONE 10% AND SANDSTONE LESS THAN 5r. F'ROH 118.2' TO 126.0'
"'a: iS 12 o- f- 970
~
0 100 16 .J 12'5- f- 965 ROBBINS MEMBER
.SHALE; MEDIUM GRAY TO DARK GRAY; SLIGHTLY CARBONACEOUS; 42 42 ~INLY LAMINATED.
/3'0- r- 960 42 8 13.'5- f- 955 140.4' Q:'"T."9 50 psi 14*o-E. 1.J1o.ooo psi 98 66 r- 950
.!!.!d.:.
5*
- j 14 f-
- 1' SOFT CLAYEY SHALE LAYER AT 144.6' 9!5 30 15 .... 940 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34k (Sheet 2 of 5)
Log of Boring B-11
- '()
L.AIOII&TOIIY TEST DATA c 0 0: SYII6DLS BORING B-11 CONT'D DESCRIPTIONS VERTICAL FRACTURE FROM 150.2' TO 151.0'
-o:
- o cc 0:..1
-z
- ~
~z
.2' SO" CLAYEY SHALE LAYE* &T-153.7'
/55~- ~ 9~5 10 !59 z
161'0- ~.9~0 0 i= 100 100 ::E a: 16.'5- ~ 925
...0 90 90 SO" CLAYEY BROKEN lONE FROM 167.5' TO 168.0' Ill SHALE: LIGHT OLIVE GRAY: VERY CALCAREOUS: FOSSILIFEROUS:
"""""""liED I UM IEDDED.
zIll
'0- a:
!12 2!1 ~ 920 SMALE: MEDIUM TO DARK GRAY: SLIGHTLY CARBDMACEDUS: THINLY i:
'""' ---ctHINATEO: OCCASIONAL .03' TO .06' OLIVE GRAY DOLOMITIC CONCRETIONS.
17.'5- ~ 915 j 87 IS ISo- 10 ~ 9/0 G. 5a: 99 HASKELL HEMlER LIMESTONE: LIGHT GRAY: F"INE*GRAINED: FOSSILIFEROUS: THIN TO
~BEDDED: SHALEY AT BASt.
~!~LAND MEMBER c:>
SHALE: MEDIUM GRAY: SLIGHTLY CALCAREOUS: THINLY lAMINATED: IS'5- 13 .1o** 100 2!1 ~ 905
--;n'CACEOUS: FOSSILIFEROUS IN UPPER 0.3°: IHTERBEODEO WITH SANDSTONE: LIGHT GRAY: FINE-GRAINED: CALCAREOUS: THINLY "'
~TO THIN BEDDED.
c:> SANDSTONE S: FROM 182.8' TO 181..0' :::> SANDSTONE ItO% FROM 181..0' TO 185.5' 0 SANDSTONE S: FROM 185. 5' TO 188.3' Q
/9 o-SANDSTONE 60,; TO 8cr.; FROM 188.3' TO 193.7' 100 ~ ~.BOO VERTICAL FRACTURE FROM 189.0' TO 189.1o'_
DARK GRAY SMALE LAYER FRDH 190.2' TO '190.7° CLAYEY IROKEN lONE FRDH 193.1o' TO 193. 7'
/!I'5- u. 10"* 1- 895 MN@itl!URtoC~~'~ei~l~s 7R~ 1/~Ei~~~~N~~6o~5 :Gmls IONAL 92 38 DARK GRAY SHALE PARTINGS.
z 0 20o- 1- 890 ~ e LOW CORE RECOVERY VALUES FROM 199.5' TO 231.0° ARE A RESULT OF DRILLING MALFUNCTION AND ARE NOT REPRESENTATIVE OF ::E ROCK PROPERTIES 20'5-B.6*10.. 1- 885 SIIAI.E LAYER FROM 2DS.D' TO 207.0' INTERPRETED FitCH GAMMA RAY* NEUTRON LOG 21o- ~ 880 18 2 215- 1.6*10.. 1- 81'5. o- 1- 870 4.6*10.. 225
,_ '- 865 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34k (Sheet 3 of 5)
Log of Boring B-11
- l ..... BORING ~II CONT'D L.AIORATOIIIY iii
...."' "'c za:
u> 0
~ .....
TEST DATA ~
.. u I(
~ a:
SYM/IOLS DESCRIPTIONS
'5
<4.& a1o**
CONTACT INTERPRETED FROM GAMMA RAY-NEUTRON ~OG 23o- r- 860 SHA~E: MEDIUM TO DARK GRAY: S~IGHnY CARBONACEOUS: ~OCA~~y
---m~~R~g~~; ~~~~~I~:~~=: T~~b, I ~mw~~~A~~~s ~ANDSTONE, 100 CA~CAREOUS: CROSS-BEDDED: ~AMINATED TO THIN BEDDED.
100 SANDSTONE 5X FROM 231.0 1 TO 231t,O' 23.5- r- 855 SANDSTONE 50% FROM 231t,O' TO 236.1 1 SANDSTONE ~ESS THAN 5X FROM 236. 1 1 TO 238.0' 100 911 SANDSTONE 7D!I: FROM 238.0 1 TO Zit 1. 5' 24o- r- 850 SANDSTONE" LESS THAN 5X FROM 21t I. S 1 TO 21t3. 2 1 SANDSTONE: ~ IGHT GRAY TO ~ IGHT 0~ IVE GRAY: VERY FINE-GRAINED:
~EDUS WITH FOSSI~ FRAGMENTS: VERY SI~TY: ~AMINATED 245f- r- 845 TO THIN BEDDED, *
--- 100 100 ~IMESTONE: ~IGHT O~IVE GRAY: 90:1: FUSU~INID FOSSI~S: THIN TO
~BEDDED: INTERBEDDED WITH .05' TO .5 1 BEDS OF 25<'()- r- 840 S I~ TSTONE: GREEN I SH*GRAY: SANOY 1 SHA~EY: CA~CAREOUS:
~TO THIN~Y ~AMINATED.
SI~TSTONE BEDS FROM 21t7.5 1 TO 21t7.6', 21<7,8 1 TO 21t8.1'. 21t8,2' TO 21t8.6', 21<9,0' TO 21t9.1' 2lt9,2 1 TO 21t9.7' 251.0' TO 251,2 1 , AND FROM 251.5 1 TO 252.0' TONGANDX IE MEMBER z 255- r- 835. SHA~E: MEDIUM DARK GRAY: THIN~Y ~AMINATED: INTERBEDDED WITH 0
-nl!DSTONE: LIGHT GRAY: VERY F"INE*GRAINE01 ~AMINATED TO THIN BEDDED. ~
2 a.. 100 33 ~:m~;E 2~gs~O T~~ ~A~:E~ 5!i~~ ~gcmo~~ S~ ICKENS IDES . a: 0
- l 0
Ll.. a: r-, FROM 2Slt.5' TO 259.5' 26*o- <l)
.1' PA~E YE~~OWISH*BROWN CONCRETION AT 261.5 1 VERTICA~ FRACTURE FROM 261.7 1 TO 262.1t' a: Ul SANDSTONE 10:1: TO ItO% FROM 262.5 1 TO 267,7 1 C[
,_ ""z
<l) ...J
<l) 265 r- 825 C[
a:
- l 0
..... 0 Ul 100 88 SANDSTONE LESS THAN 10:1: FROM 267.7 1 TO 279.0 1 0- r- 820 27'.'5- r- 815
- 1 1 BROKEN ZONES AT 271t.2 1 AND 271<.8' 96 67 28o-SANDSTONE ItO" FROM 279.0' TO 280.2 1 r- 810 SANDSTONE ~ESS THAN 10:1: FROM 280.2 1 TO 283.0 1 SANDSTONE 20% TO ItO: FROM 283.0 1 TO 287.0' 28'5- 1- 805 100 91 SANDSTONE ~ESS THAN 5% FROM 287.0 1 TO 301.3' 29 0- 800 89 32 295- r- 795 1<0° SLICKENSIDED FRACTURE AT 291t.7' VERTICAL FRACTURE FROM 295.0' TO 295.7 1 NUMEROUS 30° T0-60° FRACTURES FROM 299.5 1 TO 300.6' 3001- '- 790 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34k (Sheet 4 of 5)
Log ~f Boring B-11
- - 1-.;
~
1.( 0 L.ABORATORY TEST DATA
~
~
t:
~~
u> 0
...~8..,a:
0 0 a: SYMBOLS BORING B-11 CONT'D D~SCR/PT/ONS
.1' CLAYEY BRO~E* ZONE AT 3Cl.r' SHALE: GRAYISH*BLAC~: CARBONACEOUS: THI.NLY LAMINATED.
~~
..:~..,
ou
-z
~z 98 47 >.lm: MEOIUe. GRAY: SILTY: THI.LY LAMI"*TEC: WITH LESS THAN
---,;: THi" SA*:OSTONE LENSES.
30s- f- 785 SOF'T CLAYEY SHALE BROKE* ZONE FRO" 305.8' TO 306.3' 96 310- 50 1-. eqoKE* ZONE roOM 311.1' TO 311. 5' BROKEN ZONE ALONG VERTICAL FRACTURE rROM 312.5' TO 31lo.O' 31'5- 1- 775 WESTON HEI'IBER
~:MEDIUM GRAY: SLIGHTLY CARBONACEOUS; THINLY LAMINATED
- 90 63
- 2' BROKEN ZONE AT 318.6'
- I 0 BROKEN ZONE AT 319.0'
'0- 1- TTO SOF'T CLAYEY SHALE, BROKEN AND BRECCIATED ZONE FROM 320.0' TO 321.5' . z 0
~ c.
Cl: 325- T65 ~ a: 5* a: 94 87
...0 (l)
Cll a: o-Cl: 33 1- T60 IIJ (l)
..J (l) z :::>
Cl: 0 a: c 100 91 1-Cll 33'5- 1- 7'55 60° CLAYEY FRACTURE ZONE AT 336.3'
- o-
'5-79 20 1- 7'50 1- T45
- 1° BROKEN ZONE AT 338.6 1 SOF'T CLAYEY SIIALE BROKEN ZONE FROM 341.2' TO 342.1' BROKEN ZONE FROM 342. 5' TO 342.8' 35o-96 S9 1- T40 35.'5-SOL'TH BEND MEMBER 1- T35 LIMESTONE: LIGHT GRAY: riNE*GRAINED: FOSSILIFEROUS; THIN TO
--rA'Tl:lrBEDDED; OCCASIONAL MEOIUM GRAY SHALE PARTINGS:
SANDY IN BASAL 0.6'. 92 36o-86 ROCK LAKE MEMBER 1- T30 SHA~~ j E~~~~~~O oe~;HG~~~b~~~~~R~~g~f ~~!~7 y F~~~~~~!~~~D: LOCALLY SANOY: LA'F!'I'F!tT!nO THIN BEDDED. , MEMBER LIMESTONE: VERY LIGHT GRAY WITH LOCAL PALE BLU ISH*GRAY 365;_ RJI ICING; F'INE TO ~EDIUM GRAINED; THIN TO THICK BEDDED: 1- T25 OCCASIONAL DAR~ GREEN ISH*GRAY SIIALE PARTINGS. 100 100 BORifiG COMPLETED AT 369.0 FE£1 ON 5*17*73. CASING USED TO A DEPTH or 19.0 FE£T. GROUNDWATER LEVEL RECORDED AT 61, I FE£1 ON 6*1S-73. 3T0 T20 THIRD PIEZDME1ER INSTALLED AT AN INTERVAL FROM 5.0 FEET TO 13.0 FE£1 ON 6*26*73. SECOND PI EZOHETER INSTALLED AT AN llrl'ERVAL FRDH 16.0 FEET TO 35.0 rEET ON 6*26*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROH 178.0 FEET TO 2lo0.0 rE£T ON 6*26*73. PIEZOMETER RE~OINGS *ARE PRESENTED ON Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34k (Sheet 5 of 5)
- Log of Boring B-11
,. UIOI
-a:
L.AIIOIIATOitY s za: BORJ NG B-12 SURFACE ELEVATION 1088.!1
- z:::.
cc ii u> 0 C..l TEST DATA : a:o
...... c CIOU
-z
- wu COOIIDINATESo N 586089.2 [ 281127~.0 a: *s Co r DESCRIPTIONS ~z DARK .BROWN SILTY CLAY" WITH SOME ORGAlUC MATERIAL (TOPSOIL),
81 1085 5 - Ill l<<lTTLED GRAY AND ORANGE SILTY CLAY WITH TRACE OF SAND. 761 HEUHAOER MEMBER
..... 1080 SHALE; l<<lDERATE YELLOWISH-BROWN: CLAYEY: VERY CALCAREOUS:
~SILIFEROUS: l<<lDERATELY WEATHERED: THIN TD MEDIUM BEDDED.
10 - 70 48 SOF'T CLAYEY SHALE LAYER FROM 1~.5' TO 15,2 1 i- 107'5 15 - 64 22 PLATTSI<<lUTH MEMBER LIMESTONE: LIGHT TO MEDIUM GRAY: LOCALLY WEATHERED TO GRAYISH*
---mnrnt:'r ALONG SHALE LAYERS IN UPPER 5.5 FEET: FINE*GRAINED:
-107'0 FOSSILIFEROUS: THIN TO MEDIUM BEDD!D: LIMESTONE BEDS SEPARATED BY 0.02 1 TO 0.5' LAYERS OF SHALE: MEDIUM DARK 20 - 90 !50 GRAY; CLAYEY: CALCAREOUS: THINLY LAMI!Iltm.
0.1 1 SOF'T CLAYEY SHALE LAYER AT 20.5 1 SHALE LAYER FROM 20.8' TO 21.3 1 25 -
- 1065 0.1 1 SHALE LAYER AT 21.6' 9!1 30 - - 1060 HEEBNER MEMBER SHALE; MEDIUM DARK GRAY GRADING TO GRAYISH-BLACK BELOW 28.6 1
~BONACEDUS: SLIGHTLY CALCAREOUS: WITH s:t INTERBEDDED LENSES OF MEO IUM GRAY CALCAREOUS SILTSTONE. z LEAVENWORTH MEMBER 0
~
LIMESTONE: MEDIUM GRAY: FINE-GRAINED: FOSSILIFEROUS; MEDIUM j:: ~
---anrtTrn. ct 35 - - 1055 SNYDERVILLE MEMBER SHALE: MEDIUM DARK GRAY: CLAYEY: VERY CALCAREOUS: LAMINATED TO
~IN BEDDED.
~
a:: 0 0 a:: e 97 9!1 SHALEY LIMESTONE LAYER FROM 31.6 1 TO 32.1' "- 11.1 11.1 z 40 -
- 1050 20° FRACTURE AT 37 .~ 1 0 ct 11.1 a::
0
~
ii TORONTO MEMBER LIMESTONE: LIGHT GRAY AND VERY LIGHT GRAY: FINE-GRAINED: FOSSILIFEROUS WITH FOSSIL FRAGMENT BEDS: THIN TO THICK 1045 BEDDED: OCCAS IO~AL GREEN I SH*GRAY SHALE PARtINGS AND LAYERS. 50~ GREENISH-GRAY CALCAREOUS SHALE FROM 41,3 1 TO 42.0 1 45 98 73 NUMEROUS GREEN ISH*GRAY SHALE PARTINGS FROM 42,0 1 TO 46. 6' 0.1 1 GREENISH-GRAY SHALE LAYER AT 45.3' GREENISH*GRAY SHALE LAYER FROM ~5.9' TO 46.2 1
._ 1040 50 - DARK GREENISH*GRAY CLAYEY SHAlE LAYER FROM 49.6 1 TO 49.8' SHALEY FROM 53.0' TO 54.4 1 0,03 1 CLAYEY SHALE LAYERS AT 53.8 1 AND ~.4**
i- 1035 55 - 9!1 87 i- 1030 60 - ~: ~REENISH*GRAY: CLAYEY: THINLY LAMitlATED. SHALE; MEDIUM DARK GRAY: LOCALLY CLAYEY: THINLY LAP'":ATEDo z
- 1025
~ ---,.ERBEDDED WITH SANDSTONE; LIGHT GRAY: FINE*GRAINED: 0 LOCALLY CALCAREO~S: LAAINAI.ED TO THIN BEDDED. j:
65 SANDSTONE 20~ FROM 62.4 1 TO 63,8 1 ct ~ 100 76 SA~DSTONE 60 ~ROM 63, 8' TO 66. 1 1
>lllo.tEROUS SOF'T CLAYEY SHALE LAMIUAE FROM 64.7 1 TO 67.0'
~
a:: 0 5a:: SANDSTONE 40): FROH 66. 11 TO 70.4 1 "- e i- 1020 7'0 - SANOSTO:;E 10~' FROM 70.4 1 TO 76.3 1 11.1 u z 11.1 (I) ct
..J a::
g (!) 100 69 i- 1015
~
7'5 - ..J I I WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-341 (Sheet 1 of 5) Log of Boring B-12 Rev. 0
L.ABOIIATOIIY TEST DATA zo: u> 0:0 wu LW 0 c 0 0 c SYII60LS BORING B-12 WILL "HSBURG COAL BED CONT'D DESCIIIPTIONS COAL; BLACK; SHALEY: THIN BEDDED.
~E; DARK GREEN ISH-GRAY; CLAYEY; VERY CALCAREOUS; THIN TO Ulol
-o:
z::> cc 0:-' eu
-z c,.
E~ 1010 40°Air:~~E~~~m*FRACTURE
- 80,_
~ AT 76.6' 15" SLICKENSIDED FRACTURE AT 77.3'
!~ ~~~~~~~~~~~c~~~m~~ :~A~+u~~s AT 7S.)'. 1s.s*. 1s.s*
AND 79.3' 25" SLICKENSIDED FRACTURE AT 79.9' f- 1005 600 SLICKENSIDED FRACTURES AT SO,)' AND S0.6° 85 *- 99 69 45" SLICKENSIDED FRACTURES AT 82.0', S2.4'; 82,5'. 82.S 0 AND 83.0' AMAZON" MEMBER LIHESTDNE1 LIGHT GREENISH*GRAY; SHALEY: FINE-GRAINED: THIN TO
~BEDDED: INTERBEDDED WITH SHALE: GREENISH-GRAY; f- 1000 90 ,_ CALCAREOUS; CLAYEY; THINLY LAHINXTrn:"
SHALE 50,; FROM S),O' TO S6.D' LIME STONE 100% FROM S6.0° TO 88,1° SHALE AND VERY CALCAREOUS SHALE 1001: FROM 88,1' TO 89.4' IRELAND H£HBER SHALE; GREENISH-GRAY GRADING TO MEDII'~. DARK r,RAY BELOW 94.4°; f- 995 ---rt!CALLY CLAYEY; TM INLY LAMINATED; INTERBEDDED WITH 95 - 100 69 SANDSTONE; LIGHT GRAY; FINE-GRAINED: LAMINATED. SANDSIONE 10% TO 2~ F'ROM 89.'- 1* TO 95.2' 0,1° BROWNISH-GRAY LIMESTONE :~NCRETIOS AT 91,4° BROWNISH-GRAY LIMESTONE LAYER FROM 91.6' TO 91.9' 300 SL ICKENS IDEO FRACTURE AT 94, 7' 990 0. I 0 SOFT CLAYEY SHALE LAYER AT 95. 1°
~
100 SANDSTONE 101: FROM 95.2' TO 100,2' 30° FRACTURE AT 98.4'
)0° SLICKENSIDED FRACTURES AT 99.1° AND .99.4' SANDSTONE LESS THAN 5); FROM 100,2' TO 105.S' SHALE GRADES SLIGHTLY CARBONACEOUS AT 102. 5'
~ 9t15 105 - 99 II!
~
COAL: BLACK: SHALEY: THIN TO MEDIUM BEDDED.
~E: MEDIUM GRAY TO MEDIUM DARK GRAY; THINLY LAMINATED:
5:::& Q.
- 1
,_ ~ 980 ---nlTERBEOOEO WITH SANDSTONE; LIGHT GRAY; F INE*GRA I NED:
LAMINATED TO MEDitlF"'!l!!!li: AND SILTSTONE: MEDIUM GRAY: l5 0 rr: 1/0 MICACEOUS: LAMINATED TO MEDIUM B~ "'- ell SANDSTONE 5" AND SILTSTONE 101': FROM 106.5' TO 109.4° SOFT CLAYEY SHALE FROM 107,2° TO ICS.1° 1&1 zu BROKEN ZONE FROM lOS. I 0 TO lOS. 5' Ill c
- 97'5 SANDSTONE 20'l: AND SILTSTONE 20% FROM 109,4' TO 110.9'
~ 1&1 -'
SANDSTONE ltO:t; AND SILTSTONE ltO:t; FROM 110.9' TO 115.9° 115 100 40 rr: ell SANDSTONE Boll: AND SILTSTONE 10% FROM 115.9' TO 118, 5' ~ B
-' Q f- 97'0 120
,_ SANDSTONE 5~ AND SILTSTONE 20% FROM 11S.5' TO 126,2' f- 965 125*- 100 80 SANDSTONE 20% AND SILTSTONE 20% FROM 126,2' TO 132. I' f- 960 130 SANDSTONE 50% AND SILTSTONE 20% FROM 132.1' TO 132.9° SANDSTONE 20% AND SILTSTONE 50% FROM 132.9° TO 137.3' 19
~ 955 135 - 100 DISTORTED SANDSTONE 501: AND SILTSTONE 50% FROM 137,3' TO llt0.2'
,_ ~ 950 140 SANDSTONE 15% AND SILTSTONE 75% FROM 140.2' TO 1lt5.4°
~ 945 145 - 99 41 SHALEY SILTSTONE IDOl: FROM 145,4' TO 189,) 0 NUMEROUS SOFT CLAYEY SHALE LAMINAE FROM 1lt6.9' TO 149,1° 20° FRACTURE AT llt5. 6' f- 940 NUMEROUS SOFT CLAYEY SHALE LAMINAE FROM 150.1° TO 152.1' 150 -
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-341 (Sheet 2 of 5) Log of Boring B-12 Rev. 0
BORING B-12 CONT'D 2
- z:
LABORATORY TEST OATA c 0 0: c 0: s SYII60LS DESCRIPriONS ..
~
155*- 100 70 - 935 160
,_ 930 OCCASIONAL SOrT CLAYEY SHALE L.AHINAE FROM 159.8' TO 169.8' 165*- 98 45 - 925 170
,_ - 920 NUMEROUS SOn CLAYEY SHALE LAMINAE rROM 169.8' TO 171.~'
AND rROH 173.~' lO 177.0'
,_ 92 21 ~ 915 175 180
,_ 910 z
0 185,_ 100 100
- 905 c
~ ~
,., 5a:c:l a:
0
- - 900 SHALEY SILTSTONE Sir.: AND SHALE 50'): FROM 189.3' TO 193.3' 190
,_ Ill
(.) zIll en c
..J a: c:l
~
195 - 99 47
- 895 ROBBINS MEMBER SHALE: MEDIUM DARK GRAY: THINLY LAMINATED.
lllll'IEifOUS SOFT CLAYEY SHALE L.AYERS FROM 194.0' TO 20~.4'
..J 0
0 200,_
- 890 205 -
97 46
- 885 LIMESTONE: LIGHT OLIVE GRAY;. VERY SHALEY: FOSSILIFEROUS; THIN
~IUH BEDDED.
SHALE: HEOIU~ DARK r.RAY; SLIGHTLY CARBONACEOUS; THINLY
--o;HINATED: OCCAS IQ:;AL 0.05 1 TO D. I' PALE YELLOW I SH*BROWN
... 880 DOLOMITIC CONCRETIONS, 210 - NUHEROIJS SOn CLAYEY SHALE LAYERS FROM 211.0' TO 218.3' 215 -
95 24
- 875
- 870 220 -
99 24 225 - - 865 NUMEROUS SOFT CLAYEY SHAlE LAYERS FROw 223. 7' TO 226.0' Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2. 5-341 (Sheet 3 of 5) Log of Boring B-12
uw BORING B-12 CONT' 0 -a: 0 zcz:
...cc "L.ABOIIATOII'I' ......
U> 0 ou TEST DATA 1<0 wu "'"' -z
<<:a
"'o
"' STM60LS DESCRIPTIONS ~z BROKEN ZONE ~ROll 227.1° TO 228.0°
- 860 VERT I CAL ~RACTURE ~ROt< 228.0° TO 228.7° 230,_
SOJ7 CLAYEY BROKEN ZONE ~ROM 230.5° TO 230.7° SHALE; GRAY ISH-BLACK: CARBONACEOUS: SLIGHTLY CALCAREOUS:
--rR'INLY LAMINATED.
- 855 00 76 HASKELL HEt<BER LIMESTONE: MEDIUM LIGHT GRAY: ~INE*GRAINED: ~OSSILIFEROUS:
----,:rnrro THICK BEDDED: SHALEY IN BASAL 0.6° 235 vI NLAND HEMBER SHALE; HEOIUII DARK GRAY: ~OSSILI~EROUS: SLIGHTLY SANOY;
~LCAREOUS: THINLY LAMINATED TO THIN BEOOEO.
- 850 SANDSTONE; LIGHT BROWN ISH-GRAY: FINE TO MEO tUM GRA I NEO: CROSS-BEDDED: VERY CALCAREOUS IN UPPER I. 5° OTHERWISE CALCAREOUS THROUGHOUT: THIN TO MEO IUM BEOOEO.
240 - VERTICAL ~RACTURE FROM 236.3° TO 236.9° 70° ~RACTURE AT 2~ I. I 0 100 ~ WESTPHALIA HEI1BER LIMESTONE: LIGHT GRAY ANO LIGHT OLIVE GRAY: 70J ~USULINIO 845
~ ibSSILIS: OCCASIONAL LIMESTONE PEBBLES; SHALEY; LOCALLY 245 SLIGHTLY SANOY; THIN TO THICK BEDDED.
-- 840 250 - ~
TONGANOXIE MEMBER SHALE: MEDIUM DARK GRAY; THINLY LAMINATED: INTERBEOOEO WITH 100 91 ---slNOSTONE; LIGHT GRAY: FINE-GRAIN EO: LOCALLY CALCAREOUS:
~TO THIN BEOOEO: ANO SILTSTONE; MEDIUM GRAY:
835
~ MICACEOUS:. LAMINATED TO THIN Bnmw.-
SANOSTONE 10% ANO SILTSTONE 10". ~ROt< 2~9.7° TO 256.0° 255 SHALEY SILTSTONE 15: FROM 256.0° TO 275.7° 0 NUMEROUS 200 SLICKENSIDED FRACTURES ~ROt< 256.~ TO 257.9°
~ 830 NUMEROUS SOFT CLAYEY SHALE LAMINAE ~ROM 258.8 1 TO 266. I 0 260 -
98 I I- 825 2 820 270 - 100 100
~
275 - - 815 SANDSTONES:~ ANO SILTSTONE 5% FROM 275.7° TO 280.7° 280 -
- 810 100 97 SANDSTONE IS'l ANO SILTSTONE 10% ~ROM 280.7° TO 285.7°
~ 805 285 -
SANDSTONE 30'r. ANO SILTSTONE 1!n FROM 285.7° TO 290.2 ° I- 800 290 - 100 $4 SANDSTONE 60~ ANO SJ.LTSTONE 10'r. ~ROM 290.2° TO 298.2° I-- 795 295 - 100 100 SANDSTONE ~07. AND SILTSTONE 20% FROM 298.2° TO 30~.8° I-- 790 300 - Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-341 (Sheet 4 of 5) Log of Boring B-12
- BORING B-12 CONT'D
~~ LABORATORY "
~*~ TEST DATA 0 0:
~I(
'- $'fii60LS DESCRIPTIONS 300 305 -
- 785 SANDSTONE ZD% AND SILTSTONE 20:: ~ROM 30". 8 ° TO 309.7 ° 310 - 100 100
-780 SANDSTONE 30:: AND SILTSTONE 20% FROM 309.7° TO 31 ... 6° z
315 - -775 SANDSTONE LESS THAN 5% AND SHALEY SILTSTONE ~FROM 31 ... 6° 0 C[
- E a..
- 0 0
- E a..
TO 334.6° a: a: 0 <:1 II. 1- 7'7'0 a: 320 - 100 79 lij 11'1 C[
<:1 ..J z <:1 C[ :::0 7'65 ...a: 0 Q
325 - (/) 330 - IDO 100 1- 7'60 1- 7'55 335 BORING COMPLETED AT 33". 6 FEET OS o* 25* 73. rAS lNG USED TC A DEPTH OF 16.0 ;*EET
- GROUNDWATER LEVEL RECORDED AT 55.0 ~EET ON 7*12*73.
TH IRO PIEZOMETER INSTALLED AT AN HJTERVAL
~ROM 5.0 ~EET TO 32.0 FEET ON 7*17*73.
SECOND PIEZOMETER INSTALLED AT AN INTERVA~ FROM 41,0 ~EET TO 61.0 ~EET Otl 7*17*73. f'IRST PIEZOMETER INSTALLED AT AN INTERVAL
~ROM 90.0 FEET TO 192.0 ~EET ON 7*17*73.
PIEZOMETER READINGS ARE PRESENTED QN TABLE 2,4*29. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-341 (Sheet 5 of 5) Log of Boring B-12
- 0 L.AIOIIATOIIY TEST DATA
=
ii
~
a:
~
U:> wu
- 5 ..
a:o " a: 0:
!1:
~~
~~
~~
i; : SYII.DLS BORING B *IS IUIIFACE ELEVATION COOIDIIIAn$: N SI85Q),6 107&.1 [ 2798)05.5 DESCIUI"TIDNS
--~-SRO_W_N-SIL_n_t_LA_Y_W_ITH_S_OM_f_SA-NO-.-(V[~RY-S~T~"F~).-
RELICT BEDDING GRADES IN (WEATHERED SHALE OF THE. STULL MEMBER ), 5 - 118 5() 107'0
.~~~~I ~j!~~~iisYE ;~gm~E~~o:AT~i~tf.: T~~=~ yc~i~~:mg:
10 - 1065
~=:fOICA.!:T..!!lJ~~~ UH LIGHT GRAY: riNE*GR.AINED: I'OSSILIFEROUS:
THICK BEDDED: BURROW STRUCTURES IN BASAL 0.6'. HIGHLY WEATHERED FROM 9.~' TO 9. 7' SLIGHTLY WEATHERED FROM II.~' TO 11.6' 100 ~ PARK 11£14110 15 - 1060 LIMESTONE: LIGHT GRAY: FINE-GRAINED: THIN TO MEDIUM BEDDED: (lAESIONE LAYERS SEPARATED BY 0.01 1 TO 0.2 1 LAYERS or SHALE: z 0 MEDIUM DARK GRAY: VERY CALCAREOUS: DENSE: THINlY LAHINJT£'07 ;:::: c sII: 20 - 1055 SHALE: MEDIUM DARK GRAY: SILTY: VOY CALC:AREOUS: lOCAllY
~SSiliFEROUS: INTERBEDDED WITH 10~ lENSES DF SANDSTONE; liGHT GRAY: FINE-GRAINED: VERY CAlCAREOUS; LA~
THIN IEDDED.
...0 100 00 c X
25 - 0 1050 SHALE: MEDIUM DARK GRAY: CALCAREOUS TD VERY CALCAREOUS: THINLY c iJ z c
---otl41 NATED. . X 30 - 100 1oo r-.1045 35 - 0 r- 1040 c.
0 40 - 100 ~~ r-.1035 MEitiER II: c MEDIUM DARK GRAY: LOCALLY ClAYEY: CALCAREOUS: THINLY NATED: OCCASIONAL 0.02' TO 0.05' PALE YELLOWIS~*BKOw* DOLOMITIC CONCRETIONS. VERY FOSSILIFEROUS lAYER FROM ~3.8' TO ..... 0 1 45 0 SHALE: "ED11"' DARK GRAY: I'OSSILIFEROUS VERY CALCAREOUS: THINLY 1030 -nkiNATED 1~ Tti *N BEDDED: I':TERBEDDE~ 'oiT;< I. I"E~~~"E: MEDI~H
~P.::, SH~I h: r~SSILIF(O.r.~St LA~:II*IATED T*: ;:t1l'TtJFT"it:~ED.
LIMESTONE 20): FRO* *S.O' TC lo;.~* L IHESTDOIE 9Dr FROM ~5.9 1 TO lo6,9' 50 - 100 1!1 1025 L 1M£ STOllE 3cr.' FRO'< loo.9' TO lo7,9' LIMESTD':E 8~. FRO~: q,~ 1 TD lo9.2 1 LIHEST0'1E 107. **qo,*. *9.2' TO 50.7' 0.2' 51rT ~L;.' o" St.A*E LAYO AT 50.~ 1 L IH[~~'IE 80'1' < 50. 1 TD 52.6° L IMESTC~'E I !iT ~ADM §1. ' TO 55. I 0 z 0 55 - 4.1110"' r-1020 LIMESTONE ~: FROM 55.1 1 TO §6,6 1 c PLATTS110UTH MEMBER LI'<ESTONE: MEOI\IM LIGHT GRAY: FINE-GRAINED: I'OSSILIFEROUS:
- sII:
lAIII 10 11EDI~~ BEDDED: LIMESTONE LAYERS SEPARATED BY 0,02'
...0 Tr D. 5' LAYERS Of' SHALE; MEDIUM DARK GRAY; "'LCAREDUS:
60 Ill 71 r- 1015 THINLY LAMINATED. - - D. 1 1 SHALE LAYER AT 59.8 1 0 VERTICAL CALCITE*L INED OPEN FRACTURE FROM 60.2' TO 63.0' 0,5° SHALE LAYER FROM 63.0' TO 63.5'
..,c II:
- o. 1 1 SHALE LAYER AT 63. 7' 0 65 - 1.8110" 0 1010 SHALEY FRO~ 6lo,3' TO 66,0° O,Oio' PYRITE LlhED VUG AT 66,1o' 7'0 - 100 68 r- 1005
*EEBNER II£M8ER SHALE: GRAY ISH-BlACK: CARBONACEOUS: SL 1GHTLY C~LCAREOUS:
---rlii':LY LAMINATED: WITH ID,. LIGHT BRDWNISH*GRAY CALCAREOUS 6.2110" 1 S I L TSTDNE LENSES.
LEA'.'EWORTH MEMBER L '"ESTDIIE: MEDIUM GRAY: FINE-GRAINED: I'OSSILIFEROUS: MEDIUM 7'5 - BlbDEU. IBOR INr. CONT INUEDI Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.S-34m (Sheet 1 of 5)
- Log of Boring B-13
Ulol BORING B-13 CONT'D ...cc
-II:
z:>
;ii Zll:
L.AISOitATOitY
- s C...l c-. U> 0 cou TEST DATA 11:0 -z loiU
...... " c,.
~
" "o l;z
$'YII60L$ D£$CRIPriON$
SNYOERV I LLE MEMBER t- SHALE: OLIVE GRAY; VERY CALCAREOUS: CLAYEY: LOCALLY
--rnSSILIFEROUS: LAMINATED TO THIN BEDDED: OCCASIONAL LIGHT GRAY L !HE STONE NODULES.
45" PARALLEL FRACTURES AT 77,9 1 AND 78. 1 1 80 - 100 7!5 t- 995 0.1 1 SOFT CLAYEY SHALE LAYER AT 78.9' TORONTO MEMBER z LIMESTONE; LIGHT GRAY TO VERY LIGHT GRAY: FINE*GRAINED: 5!
-mMIFEROUS WITH FOSSIL FRAGMEHT BEDS; THIN TO THICK l-et BEDDED; OCCAS JONAL GREEN ISH*GRAY SHALE PARTINGS AND LAYERS.
- E 85 0 t- 990 0 a::
Q c( 90 - 100 68 985 SHALEY FROM 89.9' TO 91.6 1 0, I' GREEN ISH*GAAY SHALE LAYER AT 90.4 1
""0a::
95 - 0
-980 SMALE; MEDIUM DARK GRAY; LOCALLY CLAYEY: THINLY LAMINATED:
-- --nn"ERBEDDED WITH LENSES OF SANDSTONE: LIGHT GRAY: I' oNE*
GRAINED; LOCALLY CALCAREOuS: (AAIR£1ED TO THIN BEDDED. 100 - 100 62 97'5 CLAYEY SHALE IOOX FROM 96.1 1 TO 97.6' SANDSTONE 5% FROM 97.6' TO 100,0 1 SANDSTONE 20X FROM 100.0 1 TO 101. 5' SANDSTONE SO% FROM 101.5 1 TO 105.4' 105 - 97'0 SANDSTONE BOX FROM 105.4' TO 106,4 1 SANDSTONE 20% FROM 106.4 1 TO 112.8 1 110 - 92 63 965 SANDSTONE 5% FROM 112.8' TO 115,4' 115 - -960 WILL IAHSBURG COAL BED COAL: BLACK: SHALEY: THIN BEDDED.
"S'Rit"E: l.lr.HT DL IVE GRAY: CLAYEY: VERY CALCAREOUS: OCCASIONAL
~TO 60° SLICKENSIDED FRACTURES: LAMINATED TO THIN BEDDED.
...0 120 - 92 33 955
~
c( Q.
- l 0
AMAZON lA MEMBER a:: a:: SMALE: GREENISH*GRAY: CLAYEY: CALCAREOUS: THINLY LAMINATED; 0 <:)
---niTERBEDDED WITH LIMESTONE: LIGHT GREENISH*GRAY; SHALEY:
"' tn 125 *- 950 I'OSS I L IFEROUS: TH'TV"Tlr"!!miUM BEDDED.
LIME STONE 2D~ FROM 121.3' TO 124, 5' LIMESTONE 100~ FROM 124,5' TO 125.7' ""z (,) c(
..J LIMESTONE 70% I'ROM 12~.7 1 TO 127.0 1 c:l
- l IRELAND SHALE: MEDIUM DARK GRAY; THINLY LAMINATED; INTERBEDDED WITH ""a:: 0 Q
--nNDSTONE: LIGHT GRAY; I' INE*GRA !NED: LOCALLY CALCAREOUS; ~
130 - 96 89 945
'Cl'A'1"'Irntr TO THIN BEDDED: AND SILTSTONE: MEDIUM GRAY; MICACEOUS: LAM INA TED TO MEDIUH 8£bblb.
..J SANDSTONE I~*AND SILTSTONE 2~ FROM 127,0 1 TO 131.0 1 SANDSTONE 35l:: AND SILTSTONE 25)( I'ROM 131.0 1 TO 132.6' SANDSTONE 5:1; AND SHALEY SILTSTONE .loS% FROM 132.6' TO 142.5' 135 -
940 140 - 100 91 935 COAL: BLACK: SHALEY: THIN BEDDED.
'5TtTSTONE: MEDIUM GRAY: MICACEOUS LAMINATED TO THICK BEDDED.
o 145 -=mE~O w+~N smm~EiN~ ~~~rL~~A~EDi~=ED~=~ ~~~~~: 930 THINLY LAMINATED. CLAYEY SHALE 1001. I'R011 143.1' TO 144,0 1 SANDSTONE Sl! AND SHALE So,; I'ROI1 144,0' TO 148. I' 44 100 1 SANDSTONE 25X AND SILTSTONE 40% FROI1 148.1 TO 152.0' /50 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34rn (Sheet 2 of 5) Log of Boring B-13
- ~~
~~ ~I(
150 LABOIIATOIIY TEST DATA
..:.v
..c:,
~
0 c
~
I::~
~~
~I(
,..j'-
IU
-925 BORING 8*13 CONT'D DESCRII'TIDNS 5-AHDSTONE 40% AND SILTSTONE 40% n!OM 152.0' TO 159.6' 155-
-920 100 71
/60-
-915 SANDSTONE 10% AND SHALEY SILTSTONE 90% n!OM 159.6' TO 181.3' 165-
-910 100 72 17'0-
-905 NUMEROUS SOF"T CLAYEY LAMINAE n!OM 17I.O'TO 172.5' I
17'5-
-900 100 59
/80-
-895 SANDSTONE 20% AND SMALEY SILTSTONE 70% FROM 181.3' TO 183.1' VERTICAL FRACTURE n!OM 183.0' TO 183. 5' SANDSTONE 10~ AND SMALEY SILTSTONE SO:: FROM 183.5' TO 186.5' z 0
185- ;::: I
-890 IIUII£ROUS SOF"T CLAYEY LAMINAE n!OM llllo.B' TO 186. 5' A.
SANDSTONE 20% AND SHALEY SILTSTONE 70:: FROM 186.5' TO 194.0' < ::>
- E 0 a: a:
0 c:> 100 79 190-
-885 Ill en u ..J z
Ill c:o a: 0
~
Cl 195- SANDSTONE 10:: AND SMALEY SILTSTONE 90'- n!OM 194.0' TO 196. I'
. -880 ~
I SANDSTONE s,; OR LESS AND SHALEY SILTSTONE 95% n!OM 196. I' TO %28.4' NUMEROUS SOF"T CLAYEY LAMINAE n!OM 196.2' TO 197.7' 116 19 200-
-87'5 OCCASIONAL SOF"T CLAYEY LAMINAE FRO" 202.8'TO 203. 7' 205-
-87'0 210-215-100 66
-865
-860 I
I 100 70 220-855 225-Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34m (Sheet 3 of 5) Log of Boring B-13
BORING B -13 CONT'D -a: 0 Zll: cc L.ABOitATORY u> TEST DATA 11:0 -z
"' C::l
"'o DESCR/PriONS ~z f-z s
ROBB INS HEHBER 0 76 ~; HEDIUH GRAY; THINLY LAMINATED. 230 - 100 f- 845 :I
=
0 235*- "" 1&.1 t- 840 u z
=
1&.1 93 ~ 100 240 HASKELL MEMBER ...J 1- 835 LIMESTONE; LIGHT OLIVE GRAY; SHALEY; FOSSILIFEROUS; MEDIUM
--m:nTE'll'.
O. 02' SHALEY. CARBONACEOUS ZONE AT 241.4 ° GRADES VERY $HALEY AT 242.3' 245 - V INLAND HEHBER SHALE; GREEN ISH*GRAY: CALCAREOUS: LAI11NATED: WITH OCCASIONAL t- 830 ;;;m~~T~~6 ~~~~iN~jg~r F~~C~U~~~
- FROM 243.S' TO 245.6' VERT I CAL FRACTURE WITH LOCAL I ZED BROKEN ZONES FROH 246.3'
-. TO 2.. 7.3' 87 250 -
100 WESTPHAL lA HEHBER LIMESTONE; VERY LIGHT GRAY TO LIGHT OLIVE GRAY: 70*. FUSULINID t- 825 FOSSILS: SHALEY: THIN TO HEOIUH BEDDED: WITH INTERBEDDED GREENISH*GRAY SHALES. IDNGANOX IE MEMBER 255*- SILTSTONE; MEO IUH LIGHT GRAY: H ICACEOUS; CARBONACEOUS: Q. f- 820 CARIRAIED TO THICK BEDDED: WITH INTERBEDDED SANDSTONE: ::;,
=
LIGHT GRAY: F INE*GRAISEO; LOCALLY *CALCAREOUS:t:'AR'T'!'!TEO TO 0 HEOIUM DISTORTED BEDDING AND SHALE: MEDIUM CARK GRAY:
<l)
THINLY lAMINATED. -- 100 29 SANDSTONE 10% AND SILTSTONE SOX FROH 254.9' TO 25S.I' en 260,_ SANDSTONE 201: AND SilTSTONE 5011 FROM 25S.I' TO 266.0' < f- 815 NUMEROUS SOFT CLAYEY LAMINAE FROM 257.2' TO 26S.3' ...J
<l) 0 0
265,_ f- 810
'a SANDSTONE 10:* AND SILTSTONE 70,. FROM 266.0' TO 277.5' 0 z s
0 270 - :I
=
r- 805 0 275,_ 100 96
=
1&.1
<l) f- 800 z
...=
DISTORTED SANDSTONE LENSE FROM 277.5' TO 278.3' SILTSTO~E 9v"t ~!40 SHALE 10% FROH 27S.3 ° T~ 280.9° en 280 - 1-795 DISTORTED SANDSTONE LENSE FROM 2S0.9' TO 281.7' SILTSTONE SO~* AND SHALE 2DY. FRO I'! 2SI. 7' TO 2S6. 9 1 100 87 285*- t- 790 SANDSTONE 10~ AloD SILTSTD'E 5C' ;ROM :S6.9' TO 336,1' NUMEROUS SOFT CLAYEY LAI11NAE FROH 288. 7' TO 293,0' 290 - 1- 785 98 '0 295 - 1- 780
\'ERTICAL FRACTI!RE FOOH 297, I 0 TC 297.3 ° WHEROUS SOFT CLAYEY LAMINAE FROM 298.6' TO 299.2' OCCASIONAL SOFT CLAYEY LAMINAE FROM 292.2' TO 307.3' 300
* ~
~
~
L.AIIOII.t.TOIIT TEIT MT.t.
;u c:
"'I
~~
zo: U> fl 0:0
"'U 0:
0 BORING B-13 CONT'D
~£$1111/I'T/DNS 0 ._
IS :se
~-
7"?0 Sl*o-*
~ 7"65 H Ill
'5-f- 7"60 DCCISIDII&I. sorT CL.ATET LJIIIIIIAE I"'IDM 317.5' TC 3%7.5' z
c o- f-.7"55 cc 2 = Q. c a: a: 2!
.. ...c CP
'5-
~ 7"50 a:
Ill c
=
CP CP IIMIIDUS 10" CL.ATET LJIIIIIIA[ I"'IDII J%7.5' TC J29, 7' z c c a: c o- ~. 7"45 Ill 100 335~- f- 7"40 ~noN 11!,.!11 SMAU, MEDIUM DUK GM': 'ntllll.' L.AMIIIAT!D. 340 100 100
~: 7"35 f- 7"30 350 Rev. 0
. WOLF CREEK tJPOA'l'ED SAFE'rY ANALYSIS REPOR'l' Figure 2.5-34m (Sheet 5 of 5)
- Log of Boring B-13
\
- 1:::
~
~
~
~IOIIATOitT TEST OATA
!..c t:
~:
co U> c 0 a 1- 1115 BORING B-14 IUit,AGE ELZVATIOII CIIOODIMTUo N mlll.l 1116.4 l ZI0]!)7.1 DESCitlfiiT'IDII$
!:!I
~;
c ...
-z*
- ~
Ita CUT Clt££K
$- LIMESTONE: OIIAIIGISH*IROW: FIME*GUIN£D, ICIDWTELT WEATHER£11.
SI<ALE: OR&NGISH*IROWN: VERY CLATET: SILTY: SLIGHTLY SANDT:
.0 1- 1110 --mGHI.y WEATHER£11 {WEATHER£11 LIMESTONE OR SILTSTONE).
0 LIMESTONE: LOCALLY LI;MT GR&Yo WEATHERED YELLOWISH-GRAY TO bbS:ki TEU.OW: FINE-GRAINED I FOSSILIFEROUS; fCJDWTE TO I o- HIGHLY WEATHERED: THIN TO MEDIUM IEDD£11.
.W:ICSOI 'ARK ME.. ER 19 0 1105 SHALE: MEDIUM DARK GRAY: LOCALLY WEATHERED OLI.VE GRAY:
""""meALLY CALCAREOUS AND FOSS ILI'EROUS: CLAYEY: Ill DERATE TO a a HIGHLY WEATHERED: IKTERIEDOED WITH L!SS THAN S: SANDSTONE:
LI&IIT GRAY: FINE..GII&INED: CALCAREOUS: LAIIIMATED ~ I $- IEDD£11. 1- 1100 SIIAI.t GIIAD!S IION*CALCAR!DUS I!LOW 17.!'
- I' GIIAYI5Mo0R&IOG[ CALCAREOUS CDNCIIET ION AT 17.6 ° 10 *:s .1' Ill DERATE IROWII CALCAREOUS CDNCIIET ION AT 11. S' CALCAREIIUS SANDSTONE 501: FROM 18. 5' TO 18.8 1 2 o- *.I 0 ICIDER&TE IROWII CALCAREIIUS CONCRETION loT 19.1° lo!" 1'11ACTUIIE AT 19.8' 1095 SANDSTONE: DARK YELLOWISH-DRAIIGE: nNE-GRAINED: CALCAREDUSo
.. . AJUEkliUT VIA1MERED: OCCASIONAL M£DIU,.. O.Uit GUT SMALE PARTIICS: THIN TO MEDIUM IEDOED
- VIIITICAL OriN l'liACTUilE WITH DUSKY T!LLOWIIM.. _ STAINING 2 $- 1'110H 21.2' TO 26.8° I:S .I~ 1090 LIME STONE: L I;MT GUT 1 LOCALLY WEATHERED GUT ISHoOR&IIGE:
F IAEO:RAINED: SHALEY1 FOSSILIFEROUS:. SLIGHTLY WEATHERED! o- THIN TO MEDIUM IEIID£111 VERY SHAUl IN BASAL O.IS'. HEUIWIER IC,.ER 108$ S!!Ara~s':mr;o~K:.:ri ~m+r~CARJl~i~g~~cCASIDNioL
&IIAYISH-DRANGE DOLOMITIC CDNCII!TIDNS AND LIGHT GIIAT LIMESTONE 1.£NSES.
IROUN CUTEY ZONE ALONG VERTICAL FR&CTURE 1'110M 28.1o 1 TO Jl .0'
~-
T4~ 1080 .IS' SO" a.ATEY SHALE LATER AT !5. I 0
.IS' POUN CLAYEY ZONE AT !5. 5'
.3 ° SO" CLAYEY SHALE LAYER AT !5. 7' 40
,_ .! 1 SO" CLAYEY SHALE LATER AT !B.S' IIUHPDUS SO" GLATEY SHALE LAYERS 1'110M !9.S' TO lol:6*
~2.2' ia=m 1075 .! 1 ~ CLAYEY SH&L£ LATER AT loJ. 1'
.!!l.l' LIICS'I'DIIE LEJIS!S GIWIE TO 201: FROM lolo. I' TO lo9.6 1 4.'5- ld
- SIS z*
IT 14~ 1070 0
~
c
- E o-
- IS' SO" a.ATEY IIIDIC!N ZONE AT lo9. 7' SO" CLAYEY SHALE LATER 1'11DM lo9.9' TO SO.lo' a:
e lOG$ Q c Ill a: r- 0 15 n* lOGO o-
- 1055 VI11T SO" CLAYEY SIIAI.E LATER FROM 60.9 ° TO 61
- 9 o I'UTTSHDUTH IC,.ER LIMareN,& i~~ ~o~fg:u~ .~moN~ ':Ir;~Rm!~n~s:,:L~w,o~ *
'5- .6° LAYERS OF SHALE: MEDIUM DARK GR&T: CALCAREOUS! THINLY LAMINATED. --
I:S
- 1050
- 11 SHALE LAYER AT 65. 9 °
- 11 CLAYEY SHALE LAYER AT 66.2 °
- 1' SHALE LAYER AT 68. I' 7io- .2 1 SI<ALE LAT[II AT 69.2' CLAYEY SHALE LAYER FROM 69.! 0 TO 69.9' 1- 1045 SHAUY l'liOH n.s* TO n.2*
HEDNIR IC.. Ea 7$i - SHALE: GR&YISM*ILACK: CARION1oC!DUS1 SLIGHTLY CALCAREOUS! WOLF CREEK UPDA'l'ED SAFE'l'Y ANALYSIS REPOR'l' Figure 2.5-34n (Sheet 1 of 6) Log of Boring B-14
- Rev. 0
L.AIOIIATOIIY TEST DATA
- l
~
a:
~
za: u> 0 a:o
.. u 0:
0 0 0:
~
i::~
~~
~~
~ .....
r- 1040 S'TMIDLS BORING SI~TSTONE LAYERS. B- 14 CONT'D DESCitll'riONS THIN~Y ~AMINATED: WITH ~ ~IGHT BROWNISH-GRAY CA~CAREOUS VERTICAL OPEN FRACTURE FROM 78.1' TO 79.6'
-a:
cc cou
-z C:a
"'o
;;z 95 71 LEAVENWORTH MEMBER
~IMESTONE: MEDIUM ~IGHT GRAY: FINE-GRAINED: FOSSILIFEROUS:
80 ---m'TtrB'EDOEO. SNYDERV I~LE MEMBER
/035 z ga:
~ SHA~E: GREEN ISH-GRAY AND MEDIUM DARK GRAY: VERY CALCAREOUS:
--,:t:AYEY: FOSSILIFEROUS: ~AMINATED TO THIN BEDDED: OCCASIONAL 0 LAYERS AND NCOULES OF LIGHT GRAY FOSSILIFEROUS LIMESTONE.
~
85 - - 1030 FUSI~INID LI~ESTONE LAYER FROM 80.3' TO 80.8' lo~ SL ICKENS IDEO FRACTURE AT 83. I' lo$" S~ICKENSIOEO FRACTURE AT 81o.6' TORONTO 'IEHBER
- li a:
Ill w 97 73 LIMESTONE: LIGHT GRAY ANO VERY LIGHT GRAY: FINE-GRAINED: ~ l£j
~IFEROUS WITH FOSSIL FRAGMENT BEDS: THIN TO THICK z BEDDED: OCCASIONA~ DARK GREENISH-GRAY SHALE PARTINGS.
Q
< z 90,_
C[ l£j a: ::
- 1025 SHALEY FROM 91. 7' TO 93. 7' 0
en
.15' GIIEENISH*GRAY SHALE ~AYER AT 94<.0' 95 -
100 -~0
- 1020
/00,_
- 1015 SI<A~E: MEDIUM DARK GRAY: THINLY ~AMINATED: INTERBEDDED WITH
~::SES OF SANDSTONE: LIGHT GRAY: FINE*GRAINE~: LOCALLY
- 1oALCAREOUS~ED TO THIN BEDDED.
SOFT CLAYEY SHALE LAYER FROM 99. 7' TO 100.3' SANDSTONE LESS THAN 10~ FROM 100.3' TO 103.5'
.2' MEDIUM GRAY LIMESTONE LAYER AT 102.5' 105 SANDSTONE 70!: FROM 103.5' TO 104.0° 98 57- /010 SANDSTONE LESS THAN 10" FROM 10o.O' TO 108. 5' NUMEROUS SOn' ClAYEY BROKEN ZONES WITH 7o0 FRACTURES FROM 105. 2' TO I tO. 5' SANDSTON< 60!' FROM 108. 5' TO I 1 I. I' 110,_
- 1005 SANDSTONE oOl' FIIOM 111. 1 ' TO 112. 3' SANDSTONE 25: FROH 112.3' TO 117.9' 115 -
- /000 99 79 SHALE: B~ACK: CARBONACEOUS: FOSSILIFEROUS: THINLY LAM1NAT£u.
w ILrTMBURG COAL BED z 0
,_ C:AL: BUCK: SHALEY: MEDIUM BEDDED.
120 ~
- 995 ~E: MEDIUM DARK GRAY: CLAYEY: VERY CALCAREOUS: THIN TO
----m:'DtUM BEDDED.
- 4~ SLICKENS IDEO FRACTURE AT 119.3' 2$" SLICKE~ISIOED FRACTURE AT 121.3'
- li a:
Zrf> SLICKENSIDED FRACTURES AT 121.9' AIID 122.7' ~ 125*- 100 60-AMAZON lA HEHBER SHALE: GREEN ISH*GRAY: VERY CALCAREOUS: CLAYEY: THINLY l£j u z 990 """"""j;HtNATED TO THIN BEDDED: OCCASIONAL .05' TO
- I' LIGHT GRAY L I ~E STO~E llOOULES. w SOFT CLAYEY SHALE ZONE FROM 125.9' TO 127.0' a:
~
LIMESTONE: LIGHT GREENISH*GRAY: FINE*GRAINED: SHALEY: THIN
~. ..I 130
- 985 CREE*!ISH*GRAY CALCAREOUS SHALE LAYER FROM 129.1o' TO 130.0 1 IRELAND MEMBER SHALE: 'IEOtUM DARK GRAY: LOCALLY CLAYEY: TlfiNLY LAMINATED:
~ED BEDDED wiTH ~ENSES OF SANOSTOIIE:. LIGHT GRAY: FINE*
GRAINED: LOCA~~ Y CALCAiiEDUST"!ll'ml:TED TO THIN BEDDED. /35*- 100 98-SANDSTONE 10"' I"RnH 130.5' TO 138.o'
.15 1 PA~E YELLDWISH*BRDWN AND MEDIUM GRAY ~IMESTONE CONCRETIO:
980 AT 132. 5' os" S~ICKENSIDED FRACTURE AT t38.o* 140
,_ ~~~~:~~E2~S~ T~~ ic~~~~S:~~o"~R~TI~~~s 5 ~RD~
103.5 1 139.6' TO
- 975
~:BLACK: SHAlE"I: MEDIUP BEDDED.
145*- SHALE: GREEN ISH*uRAY: C~AYEY: LAI<II;ATEO TO THIN BEDDED: 97 42
- 970 ~RBONACEOUS IN UPPER 0. S'.
70° SLICKE!:SIDEC FRACTURE AT 1~5.!.' SHALE: r:Et :**t** DARK ~A.AY: T"'f*fLY i.olMIN.ATEO: I~ERBEDDED WITH
"""'"""r!tiDSTOhE: LIGHT GRAY: FINE*r.RA 1NEC: SL tGHTL \' CALCAREOUS:
150 - I ~TO ~EO*"w 9EDDE~: AN~ < "ST'" E: t<EDIU~ D~RK GRAY: ,.l!CACEIJUS: 1...\!>:I:JATt:C TC: i!ot~. WOLF CREEK. UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34n (Sheet 2 of 6) Log of Boring B-14 Rev. 0
0 ~ BORING B-14 CONT'D
~ L.ABORATORY ......
Zl< 0 i:::~ ..... cc
~
~
TEST DATA u> 1<0
... u 0:
0
§~
~~
~'- SYMBOLS DESCRIPTIONS
.;z........
CIIU
-z
"'o 0 SANDSTONE 30% AND SILTSTONE 30% FROM 146,9° TO 150.0° SANDSTONE 40:': AND SILTSTONE 10% FROM 150.0° TO 153.4°
'- 965 SANDSTONE 70% AND SILTSTONE 5% FROM 153.4° TO 155.6° 155-100 SANDSTONE 90% AND SILTSTONE 5% FROM 155.6 ° TO 158.6 ° 89
..... 960 SANDSTONE 30% AND SILTSTONE 10% FROM 158.6° TO 161.6°
/6'0-
..... 955 SANDSTONE 50% ANO SILTSTONE 50% FROM 161.6° TO 162.5° SANDSTONE 20% AND SILTSTONE 10% FROM 162.5° TO 168.5°
/6.5- 100 81 .....
950 SANDSTONE 50% AND SILTSTONE 40% FROM 168. S 0 TO 170, I 0
/71'0-
..... 945 SANDSTONE 20% AND SILTSTONE 20% FROM 170,1° TO 172.5° SANDSTONE 20% AND S I LTSTDNE 80% FROM 172. S 0 TO 177, I 0 BROK£N ZONE ALONG VERTICAL FRACTURE FROM 173.9° TO 174,8°
/7.'5- 100 84
..... 940 SANDSTONE 30% AND SILTSTONE 60% FROM 177.1° TO 179.3° SANDSTONE 10% AND SILTSTONE 90% FROM 179.3 ° TO 192.7° 180- z Q
f-- 935 ~ ct II.
- I
~
0 a: a: 185- 100 100 .....
~ "ct Ill 930 LIJ u -I zLIJ "
- I a: 0
/9 0- SANDSTONE 40% AND SILTSTONE SO:': FROM 192.7° TO 193.4° ~
Q 1- 925 SANDSTONE 5% AND SILTSTONE 95% FROM 193.4° TO 195.8° -I 4~ FRACTURES AT 193.6° AND 193.8° 60° FRACTURE AT 19'<.2°
/9 5- 100 87 1- 920 DISTORTED CALCAREOUS SANDSTONE 50,; AND SILTSTONE SO% FROM 195.8° TO 196.9° SMALEY SILTSTONE 100~ FROM 196.9° TO 214,7°
, 1° BROKEN ZONE AT 196.9°
- 1° BROK£N ZONE AT 198,0 ° 200-
- 9/5 60° FRACTURE AT 203.3° 100 77 20.'5- 30° FRACTURE AT 2DS. 2 ° 1- 9/0 21 o- VERT I CAL FRACTURE FROM 210.0° TO 210,7° 100 100 1- 905 21 5- SANDSTONE 5% AND SHALEY SILTSTONE 60,; FROM 214,7° TO 233.8 ° 900 220-100 100 1-895 225i - (BORING CONTINUED)
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34n (Sheet 3 of 6)
- Log of Boring B-14
'5 L.AIOIIATOIIY TEST DATA iii
,.~
~
za: CJ> 11:0 WCJ
~
i:::~
~~
~~
~.._
- 890 SYM/101.5 BORING B-14 CONT'D DESCRIPTIONS
-c cc OCJ
-z
=~
~z 23o-100 93 885 23.'5- 100 100 DARK GRAY; SL IGIITLY CARBONACEOUS; 880 240- 100 100
.... 875 SHALE; OLIVE GRAY; VERY CALCAREOUS; FOSSILIFEROUS; THIN TO
--.:.tDIUM BEDDED.
24'5- SHALE; HEOIUM DARK GRAY TO DARK GRAY; SLIGHTLY CARBONACEOUS:
--miNLY LAMINATED: OCCASIONAL .05' TO .'12' BROWNISH-GRAY r- 870 DOLCH IT I C CONCRETIONS.
97 'TO 250-
- 865 25.'5-
-.860 INLAND MEMBER SHALE: MEDIUM DARK GRAY: VERY CALCAREOUS: FOSSILIFEROUS: 30X
----riMESTONE NODULES AND FOSSILS: THIN BEDDED.
SHALE: MEDIUM DARK GRAY; SLIGHTLY CALCAREOUS: THINLY 26o- 100 97
- 855
---rltMINATEO: INTERBEDDED WITH SANDSTONE: LIGHT GRAY; FINE*
GRAINED; WELL-CEMENTED: VERY CACCAkEOUS1 LAMINATED TO THIN BEDDED. SANDSTONE ~0'% FROM 257.0' TO 259.3'
~~~Dm~rF~iiT~=~MAns§:6:o 26 D.9'
'5- SANDSTONE: MEDIUM GRAY; FINE-GRAINED: SILTY; MICACEOUS:
- 850 SliGHtLY CALCAREOUS; LAMINATED TO MEDIUM -IIEDDED: OCCASIONAL MEDIUM DARK GRAY SILTY SHALE PARTINGS; PROGRESSIVE DECREASE IN SHALE CONTENT FROM TOP TO BASE OF UN IT *
. SHALE SOX FROM 260.g'T0 263.5 1 '
98 41 SHALE 30X FROM 263.5' TO 2611.3' 0-SHALE 10'% FROM 26~.3' TO 271.1 1 VERY CALCAREOUS SANDSTONE LAYER FROM 269.3 1 TO 269.5 1 z
- 845 SHALE; MEDIUM DARK GRAY; CLAYEY: NUMEROUS 300 TO 60° 0
~ICKENSIDED FRACTURES: THINLY LAMINATED: CARBONACEOUS <
IN UPPER O. 3'. ::t!i a: 27.'5-
- 840 SANDSTONE: MEDIUM GIIAY: FINE*GRAINEO: SILTY: MICACEOUS:
SCIGRILY CALCAREOUS: LAMINATED TO MEDIUM BEDDED: OCCASIONAL MEDIUM DARK GRAY; SILTY. CARBONACEOUS SHALE PARTINGS. SHALE lOX TO ~OX FROM 273.5 1 TO 2~.~* e
.03' CARBONACEOUS SHALE LAYER AT 276.1' a:
100 68 Ill 1.!) 28o- z
- 835 a:
I-CD COAL: BLACK: SHALEY: LAMINATED TO MEDIUM BEDDED. 28'5- ~E: HEDIUM GRAY: CLAYEY: THIN BEDDED: OCCASIONAL YELLOWISH*
- 830 ......-,:!fAY L IMESTO~E NODULES: NUMEROUS SL ICKENS IDEO FRACTURES IN IIASAL 0.5 1 *
- 100 61 i~~ ~~~~~~~m~~ ~~~fu~~yi; ~~s~~~*o' TONGANOXIE MEMBER 29o- SANDSTONE: MEDIUM GRAY: SILTY: MICACEOUS: FINE*GRAINED:
LAAIRAIED TO MEDIUM BEDDED: OCCASIONAL MEDIUM GRAY SILTY
- 825 SHALE PARTINGS *
- 15' MEDIUM GRAY SILTY SHALE LAYER AT 288.2' MEDIUM GRAY SILTY SHALE LAYER WITH LIMESTONE NODULES FROM 288.7' TO 289.1' 295- SHALE lOX TO 3011 FROM 289.1' TO 296.1' 100 72 - 820 SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH
~NDSTONE: LIGHT GRAY: FINE-GRAINED: SLIGHTLY CALCAREOUS:
'C"AA'TN'ATrl! TO THIN BEDDED: AND SILTSTONE; MEDIUM GRAY: SANDY; 300
,_
- MICACEOUS: LAMINATED TO MEOIUM~
SANDSTONE 60X AND SILTSTONE 20X FROM 296.1' TO 302.6 1 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34n (Sheet 4 of 6) Log of Boring B-14 Rev. 0
uw
......c ~ BORING B-14 CONT'D -o:
%::0 L.ABORATORY ~~ c ;:::~ cc
~t!l .....
U> 0 0:..1 TEST DATA ou 0:0 0: -z
.. u
~I( C::t 0:
"'o
~-- SYMIIDl.$ DESCRIPTIONS :i;z
- 815 SANDSTONE 30:: AND SILTSTONE 20% FROM 302.6 1 TO 303.6' SANDSTONE 90::; AND SILTSTONE 5:'i: FROM 303.6' TO 305.5' 305;_ SANDSTONE 30::: AND S l l TSTONE loOt FROM 305, 5 1 TO 311<, 3'
- 810 100 49 310
,_ FRACTURED BROKEN ZONE FROM 309.7' TO 310.7 1
- 805 SANDSTONE 25% AND SILTSTONE 10% FROM 311<,3 1 TO 323.5' 315; -
800 100 67 3201-795 SANDSTONE 10::; AND SILTSTONE 3D:: FROM 323.5' TO 330.lo' 325,_ BROKEN ZONES FROM 323,7' TO 323.9' AND FROM 325.lo' TO 325.6' 790 330
,_ 100 63
- 785
- 1' SOFT CLAYEY SHALE LAYER AT 330. 1' SANDSTONE 30~ AND S r l TSTONE loO'%. FilCH 330 ,lo' TO 33 5. 4' 60° CLAY LINED FRACTURE AT 331.9' z
0 i= a.. 335
~
- l 0
SANDSTONE loO% AND SILTSTOHE 10::: FROH 335.lo' TO 337.1' a: a:
- 780 ~
0 SANDSTONE ~AND SILTSTONE 95'%. FROH 337.1' TO 338,lo' II. II) 100 78 SANDSTONE 3~ AND SILTSTONE 30lli FROH 338.lo 1 TO 34lo,4' a: ct 340,_ 141 ..J
~ ~
z :l 775 < 0 c a: 1-SANDSTONE 10::: AND SILTSTONE 70::: FROM 34lo,lo 1 TO 363.5' 345
,_ II)
- 770 100 100 350,_
- 765 355 -
100 98
- 760 20° SLICKENSIDED FRACTURE AT 359.1' 360*- THREE PARAllEl 60° SLICKENSIDED FRACTURES FROM 3 59. 9' TO
~
755 360.3 1 GRAYISH*BLAtK CARBONACEOUS SILTSTONE FROM 360.3' TO 361.8' 60° FRACTURE AT 363.2' SANDSTONE LESS THAN 5'%. AND SILTSTONE 2C:I FROM 363.5' TO 379.0' 365 - BROKEN ZONE FROM 363.6' TO 36lo.l'
- 750 CLAYEY BROKEN ZONE FROM 36lo.5' TO 365.1' 30° FRACTURE AT 365.9' 100 78 f.0° FRACTURE AT 368. I' lo~ FRACTURE AT 3ti9.C' 370 -
- 745 ~g~ ~=m~=~ :i m:~:
IIITERSECTING w5° SLICKENSIDED HACTURES AT 372.0' 375 - I (BORING CONTINUED) Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34n (Sheet 5 of 6)
- Log of Boring B-14
L.AIOII&TOIIY TEST DATA u> za:
~8 a:
0 a:
~
;:::i::::
~~
~'<:
~ .....
-740
$'f'1160L$
BORING B-14 CONT'D DESCRIPTION$ 98 98 SANDSTONE ~AND SI~TSTONE 80'.:: f'IIOM 379.0 1 TO 382.5' 3801- 60° S~ ICKENS IDEO rRACTURE AT 380,4' 735 2o" FRACTURE AT 38\.lo' 6QO f'IIACTURE AT 381.9' SAUDSTONE S:' AND SI~TSTONE 50% FRD>I 382.1o' TO 391.5' !85 - - 730 3S:: FRACTURE AT 382,4' loS"' FRACTURE AT 383.1' loS° FRACTURE AT 388.2' roo 91 390,_ 25" S~ICKENSIDED FRACTURE AT 389.1'
-725 NUMEROUS HIGH AND ~OW ANGLE SL I CKENS I OED FRACTURES FRO~
390.0' TO 391.9'
~mm:~ :~o~:o~u~9~~ s?
9
~ s;96'. 0' I'IIACTURED BROKEN ZONE f'IIOH 391o.6' TO 396.0' 395~-
f- 720 WESTON HEMIIER z SHALE: HEDIUH OAU GRAY: SLIGHTU CARBONACEOUS: THIN~T 0 roo 25 i= a.
,_ 45°t;~!~~~* AT 397 .0' c
- E
- )
0 400 a: a: c:r 0 715 II. (/) a: J&j c
...j c:r c:r 405~- z :;)
710 c 0 roo 96~ a: (/) 0 410 705 415 420,_ 87 roo roo so t-1- 700 695 BROKEN ZONE A~ONG VEATI CAL FRACTURE FROH 414, 5' TO *17 .2' NEAR VERTICAL OPEN F~A:T'."RE FROH *19,1' TO 421.0' 425,_ NEAR VERTICA~ OPEN FRACTURE rROM 42 ... 5' TO 426. 5' 1- 690 430
,_ NEAR VERTICAL OPEN FUCTURE f'IIOH 427.
7o" I'IIACTURE AT lo30. 1 1 5' TO 429.1' roo 86 f- 685
- I' PALE YELLDWISH*BROWN DOLOMITIC CONCRETIONS AT loJ3,0' AND 434.3' 435~- a~* r:~~~i"~ro .. s~;~~6~.. ~~4:z. ~P* 1 '
f- 680 SOUTH BEND HEHBER . UHESTONE: H(OIUH ~IGHT GRAY: FINE*GRAINEDt FOSSILIF(RD!JS:
~D THICK BEDDED: SANDT IN BASAL 0.7'.
440,_ roo 96 ROCK LAKE MEMBER SHA~E: H(DIUH DARK GRAY: CALCAREOUS: THINLY ~AMINATED: f- 675 --n:T'ERB£00£0 WITH L I HESTON(: LIGHT GRAY: LOCALLY VERT SANOY: LAMINATED TO THIN BEDDED. SHA~E 50~ FROM lo39.1' TO *39.8' SHALE 7~ FROM lo39.S' TO 402.6' 445
,_ VERTICA~ rRACTURE FROM 400,3' TO lolo0,7'
,.. 670 SHALE 10~ rROM 442.6' TO 403,4' SHALE 70~ F'ROM Wi3.:.' TO '"'4.6 1
~~~~~si~m~o~~* 'm.r~g=c;~;£: *Ai0..z~~i 1' 450 TH lAO PI EZOHETER I NSTA~~(O AT AN I NTERVA~ F'OH 7.0 F'EFT TCI !':.C F'EET Orl 9*5*73.
SECOND PIEZOMETER INSTA~~EO AT AN INTERVA~ FROH 8S.O FEn TO 100.0 FEET ON 8*!'*73.
-: IFI.ST ::~IE..::Jr~~TER I!!STALLrO AT Ar: I~!TEP.VAL ro~,_.
WOLF CREEK 271.0 FEET TO 2~0.0 FEET. PIEZOMETER READINGS ARE PRESENTED ON TAB~E 2 ... *2~. UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34n (Sheet 6 of 6) Log of Boring B-14 Rev. 0
- L.ABORATORY TEST DATA
-~
iii
~
- a za:
u> a:o
"'"a:
"a:
0 21 BORING B-15 SURFACE EL.EVATION 1088.0 COORDINAl'ES' N 588361.9 E 2805*3*.8 DESCRIPTIONS DARK YELLOWISH*BROWN SILTY CLAY WITH TRACE OF SAND AND ORGANIC MATERIAL (TOPSOIL),
-a:
cc a: a>U
-z
...I
*::~
a:o
~z
- 1085 YE~LOW I SH*BROWN GRAVELLY* ClAY WITH SOME SAND, 5*- AND ORANGE SILTY CLAY WITH SOME SANO.
- 1080 HEUMAOER MEMBER SHALE; DARK YELLOW I SH*ORANGE; CLAYEY; MOCERATLEY WEATHERED; 10
,_ """\TrRY CALCAREOUS; LAMINATED TO THIN BEDDED; FOSSILIFEROUS BELOW B.C'.
96 88 - 1075 15 - PLATTSHOUTH MEMBER r- 1070 LIMESTONE; MEDIUM LIGHT GRAY; FINE*GRAINEO; FOSSILIFEROUS; 100 60 --mTN"TO THICK BEDDED; LIMESTONE BEDS SEPARATED BY 0.03' 20*- TO 1.0 1 LAYERS OF SHALE; MEDIUM DARK GRAY; CLAYEY; CALCAREOUS; TH INLY""!lm'TNATEO. HOOERATELY WEATHERED TO DARK YELLOWISH-QRANGE FROM 16,9'
-- r- 1065 TO 17. 5' 0,1 1 CLAYEY SHALE LAYERS AT 19.6' AND 20.0 1 1.0 1 CLAYEY SHALE LAYER FROM 22.2' TO 23.2' 25 - SHALEY FROM 20..8' TO 25.5 1 SHALEY FROM 26.8' TO 27.7 1 98 46 z 3.1alo-*
1060 e... Cl.
~
- I HEEBNER MEMBER
< 0 30*- SHALE; GRAY ISH-BLACK; CARBONACEOUS; SLIGHTLY CALCAREOUS 1 a::
- I!
-----ri!INLY LAMINATED: CLAYEY IN UPPER U,9' ** a::
- 1055 0 I&J I&J LEAVENWORTH MEMBER Q z
LIMESTONE: MEDIUM GRAY; FINE-GRAINED; FOSSILIFEROUS: THIN TO < ~ 35 - ~
--m1l"1lP: BEDO EO, I&J a:: :r SNYDERVILLE MEMBER C/)
92 84 0
- 1050 SHALE; DARK OLIVE GRAY; CLAYEY; VERY CALCAREOUS: LOCALLY
~SSILIFEROUS; LAMINATED TO THIN BEDDED.
0
~5° FRACTURE AT '37.3' 40 - TORONTO HEHBER LIMESTONE; LIGHT GRAY TO VERY LIGHT GRAY; FINE-GRAINED:
- 1045 ' "Ttl'S'miFEROUS WITH FOSSIL FRAGMENT BFCS: THIN TO THICK BEDDED: OCCASIONAL GREEN I SH*GRAY SHALE PARTINGS OR LAYERS, 45 - 8.0 alo-* NUMEROUS GREENISH-GRAY SHALE PARTINGS FROM ~5.1' TO ~6.~'
100 76
- 1040 0.1' GREENISH-GRAY SHALE LAYER AT ~7.~ 1 50 - SHALEY FROM 0.9,8' TO 51,6'
- 1035 55 - .ll.:.i I 9.8alo-*
97 86 ld
- 5% ~; MEDIUM GRAY: SOn; CLAYEY; THINLY LAMINATED.
r- 1030 SHALE; MEDIUM DARK GRAY: LOCALLY CLAYEY: THINLY LAMIIIATEO: 60 --rnTERBECCEO WITH SAIIOSTONE: LIGHT GRAY: FINE *GRAINED: LOCALLY CALCAREOUS: LAMINA I ED TO MEDIUM BEDDED. z 0 SANDSTONE 15~ AND CLAYEY SHALE 85l: FROM 58.~' TO 61,0.' i= SANCSTO~IE 90:; FROM 61 ,0. 1 TO 6". 0.' < Cl. r 1025 :I! :I SANDSTONE SC~; AND CLAYEY SHALE 5Cr. FROM 6".4' TC 67.0' a:: 0 a:: 65 - 3.4alo-* E " 100 52 SANDSTONE 20~ AND CLAYEY SHALE 8Cr. FROM 67.0' TO 69.3' 1020 SANDSTONE 70*~ FROM 69.3' TO 70.5' 70 SANDSTONE IS FROM 70. 5' TO 72. 6'
~: GRAY ISH*BLACK: CARBONACEOUS: THINLY LAMINATED.
14.4110-T - 1015 WILLIAMSBURG COAL BED 75 - ~: BLACK: SHALEY: THIN BEDDED. WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
- Figure 2.5-34o {Sheet 1 of 5)
Log of Boring B-15 Rev. 0
uw Su .....
~:i BORING B -15 CONT'D
-c cc
~IOIIATOIIY TEST DATA ~~ u> "c 0
C-' cou
-z i! :8 c ~~
~ DESCRJI'TIONS :;z 70° FRACTURE WIT" 0.1' OFFSET OF COAL BED AT 7".3' SHALE: DARK GREEN ISH*GRAY: VERY CALCAREOUS: CLAYEY:
~INATED TO THIN BEDDED.
100 49 10/0 2o" FRACTURES AT 75. I' AND 75.lo' 20° FRACTURES AT 78.2', 78.6', 79.0'. AND 79.2' 80 AHAIDN I A MEMBER LIMESTONE: LIGHT GREENISH*GRAY: FINE*GRAIN£0: SHALEY: LOCALLY
--rnrrrr1F£RDVS: THIN TO MEDIUM BEDDED: INTERBEDDED WIT"
~ 1005 SHALE: GREENISH*GRAY: CLAYEY: CALCAREOUS: T"INLY LAMINATED.
SHA~ AND LIMESTONE LENSES "0% FROM 80.5' TD 82.0' SHALE 90% FROM 82.0' TO lllo. 5' 85;- 0 $HALEY LIMESTONE 90t FROM lllo.5 1 TO 86.1' 100 82 SHALE 10~ FROM 86. I' TO 87. 1 1 IRELAND MEH9ER
~ 1000 S"ALE: GREENIS"*GRAY GRADING TO MEDIUM DARK GRAY BELOW 91.1':
--clJCAUY CLAYEY: THINLY LAMINATED: INTERBEDDED WITH 901- SANDSTONE: LIGHT GRAY: F INE*GRA I NED: THIN BEDDED.
S~ FROM 87.1' TO 91.1' 60° FRACTURE AT 89. lo '
.~ 995 SANDSTONE 50,; FADM 91.1' TD 92.0' !J5 ,_ 0 SANDSTON£ 1 ~ FROM 92.0 1 TO 99.6' 100 TT r-- ~ 990 1001- ~: BLACK: SHALEY: LAMINATED TO THIN BEDDED.
SHALE: MEDIUM DARK GRAY: THINLY LAMINATED: INTERBEDDED WIT" r- 985 --nNDSTONE: LIGHT GRAY: FINE*GRAINED: LOCALLY CALCAREOUS: 105
,_ L3alo-*
~TO THIC~ BEDDED: AND SILTSTONE: MEDIUM GRAY:
MICACEOUS: LAMINATED TO MEDIUM~ SHALE 100% FROM IDD.lo 1 TO 101. 5' 19 SANDSTONE 2~ AND SHALE 3~ FROM 101.5' TO 103.1' SANDSTONE IOOf. FROM 103.1' TO 105.lo' 980
,_ ~ fo"!!D~~~~~U~~\~N~D~~~:STONE 3~ FROM 105."' TO 107 .0' .
SANDSTONE 5~ AND SILTSTONE 2~ FROM 107.0' TO 108.7' z0 1/0 SANDSTONE 10% AND SILTSTONE "0% FROM 108.7' TD 118.8 1 ;:: cr II.
- )
- 1 0 a:: a::
~ 9?5 0 ell
~
115;- 0 g) 91 4~ l&l u cr
..J NUMEROUS son CLAYEY SHAI.E LAMINAE FROM 117.2' TO 118.8' z
l&l ell
- )
1201-
~ 9?0 SILTSTONE*IOO'JfFROH 118.8' TO 122.9'
- BROKEN ZONES FROM 119.0' TO 119.3' AND FROM 120.0 1 TO IZD .. I' !..J 0
Q SANDSTONE 15% AND SILTSTONE 80S FADM 122.9' TO 131.8 1
~ 965 125 100 ?4 r- 960 1301-NEAR YEIITICAL FRACTURE FROM 130.8' TO l)l.lo' SANDSTONE 30% AND SHALEY SILTSTONE 30% FROM 131.8 1 TO 133.5'
~ 955 SANDSTONE 70S AND SHALEY SILTSTONE 30% FROM 133.5' TO 135.7' 135 *- 4.1alo-*
100 ?I SANDSTONE ItO% AND SHALEY SILTSTONE 60S FADM 135. 7' TO 137 .c'
~ 950 SANDSTONE 80S AND SILTSTONE ZOS FROM 137 .o* TD 139. 7' SANDSTONE ZOS AND 5 I L TSTDNE 80S FROM 139. 7' TD ... 0.6 1 140 - SANDSTONE 80'Jf AND S I L TSTONE 20'Jf FROM ... 0.6' TO 141.~ 1
~ 945 SANDSTONE 20% AND SILTSTONE 8~ FROM U*l."' TO llo2.9' SANDSTONE 60'X AND SILTSTONE "O% FROM ... 2.9 1 TO **e. *I 145 - 4.9*1o-* 94 46 1
~ 940 SANDSTONE IDS AND SHAI.EY SILTSTONE 60S FROM \loS. 1 1 TO 171.8 150 - Rev. o*
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34o (Sheet 2 of 5) Log of Boring B-15
- LoAIOIIATOIIY TEST DATA ii
~
0:
~:
u> Cl Cl a:o wu a:
$J'I"6DLS BORING B-15 CONT'D DESCRIPTIONS
-II:
,1:::>
~~
CDU
-z
=~
- Oz 1- 9~5
!55 - 100 83 1- 930 /60 -
1- 925 165 - 0 99 4& NUMEROUS SO~T CLAYEY SHALE LAMINAE AND LAYERS TO 190.2'
~ROM 16'+.6'
!- 920
/7()
- SANDSTONE LESS THAN 5" AND SHALEY SILTSTONE 7!n: ~OM 171.8'
-- !- 915 TO 18~.0' 17'5 - 98 12 z
0
!- 910 c 2
180 - a: 0 to. 1- 905 ..,"' z Ill$ - ROBBINS MEMBER
"'a:
A.
- 0
~: MEDIUM DARK GRAY: THINLY LAMINATED. 0 100 3:)
c a: Ill
!- 900 Cl) 190 - OCCASIONAL SO" CLAYEY SHALE LAMINAE FROM 191.6' TO 195.~'
c..J
~
0 0 100 0 1- 895 195 - 0 LIMESTONE: ~IGHT OLIVE GRAY: VERT SHALEY: FOSSILIFEROUS: CARINAIED TO MEDIUM BEDDED. SHALE: DARK GRAY: SLIGHTLY CARBONACEOUS: NUMEROUS SO" CLAYEY 1- 890 ~ALE LAYERS: THINLY LAMINATED: OCCASIONAL 0.05' TO 0.15° PALE YELLOWISH-BROWN OOLOMIT IC CONCRETIONS. 97 16 200
!- 885 MASKELL MEMBER LIMESTONE: MEDIUM LIGHT GRAY; FINE-GRAINED: FOSSILIFEROUS:
205 0 lAIN IO THICK BEDDED.
- INLAND MEMBER SHALE: MEDIUM GRAY TO MEDIUM DARK GRAY: CALCAREOUS TO VERY
!- 880 t
~~~~:ms To L~~~~L ;Eg5:~~y 4oi. 1 1~E~~~:R~g;;~~~U~~D T~~~~ES 210 - 100 n IN UPPER 0.7'.
NUHERCUS son CL~YEY SHALE LAYEP.S FROM 208.1' TO 209. 7' o<ESTP~AL lA MEMBER LI,.ESTC,E: LIGHT OLIVE GRAY; 70,. FUSULINID FOSSILS: SHALEY: ~ 1- 8'?5 -,:mr"To MEDIUM BEDDED. .
~
215 - I.Sal0" 1 TONGANOXIE MEMBER SILTST~-E: MEDIU" GRAY: MICACEOUS: LA><INATED TO THICK
~: INTERBEDDED WITH SANDSTONE: LIGHT GRAY: >INE*
GRAINED: L.OCALLY CALCAREO~ATED TO ><EOIUM BEDDED: 2 a: 0 to. 1- 870 AND SHALE: MEDIUM OARK GRAY: THINLY LAMINATED. SANDSTO~~ AND SILTSTONE 40~ rROM 21*.0* TO 222.5' OCCASIC"AL LIGHT OLIVE GRAY LIMESTONE STRINGERS FROM 214.0'
...a:
Ill 220 - 100 31 TO 218. I' z c VERTICAL rRACTURE rROM 221.6' TO 222.5' ...a: Ul 6.2 &10"1 1- 865 SANDSTONE 60, ANO SILTSTONE oO'- rROM 222.5° TO 229.0' 225 - Rev. 0 I WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34o (Sheet 3 of 5) Log of Boring B-15
~
BORING a-ts CONT'D a: s ec
~ ~~ U.BORATORY c i::~
ii -' Cl~ TEST DATA : 0 a: ~~ u z
~~ ..
~ l.ul.(
L6J $'1'MIIOLS DESCR/Pr!ON$ 2 0 z 225 6.2xlo** -860 SANDSTONE 80% AND S I~ TSTONE 15% FROM 229.0' TO 233 .~' 100 4:!1 230- BROKEN ZONE FROM 230.8' TO 231.2' SHA~E GRADES OUT AT 233.~'
-855 SANDSTONE 50% FROM 233. ~' TO 2~3 .0' BROKEN ZONE FROM 23" .~' TO 23 ... 6' 235- 6.2alo-* BROKEN ZONE FROM 235.7' TO 236.1'
-850 99 68 240-SANDSTONE 20% FROM 2.. 3.0' TO 248.8'
- 845 245- 6.2 &lo-*
-- 1-840 250- 100 84 SANDSTONE 401: FROM .248.8' TO 251.8'
. ~ 835 SANDSTONE 50~ AND CARBONACEOUS. VERY MICACEOUS FROM 251.8' TO 252.8' SANDSTONE 10% FROM 252.8' TO 259.6' SI~TSTONE 501:
60° FRAC"TURE AT 25 ... ~, 255-z
-830 0 260- 100 92 SAND$1'0 N( 3 0% FROM 2 59, 6 ° TO 26".8' i=
c 2:
~
a: a: c 0 Ul
-825 II.
c a: .J c 265- SANDSTONE 15% FROM 26",8' TO 268.3' Ill c :I
- VERT ICA~ FRACTURE FROM 265. 7' TO 266.0' z
< 8
-820 ....a:
Ul SANDSTONE 60% FROM 268.3' TO 270. 7' 27'0- 100 92 DISTORTEil SANDSTONE 10% FROM 270. 7' TO 282.4**
-815 DISTORTED SANDSTONE ZONE FROM 273.6' TO 274.0' 27'5- 0
-810 100 100 280-
.. DISTORTED SANDSTONE 25% FROM 282.o' TO 285.2 1 1-805 285- SANDSTONE 10% FROM 285,2 1 TO 286.3' SANDSTONE 90% FROM 286,3 1 TO 288.0'
-800 SANDSTONE 10% FROM 288,0' TO 298. 1' 290- 100 100
- 795 295- 0
-790 ====:-:
SHA~EY S I~ TSTONE 100% FROM 298. 1' TO 312. 11 50° SLaCKENS I OED FRACTURE AT 299. 1' 300-Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-340 (Sheet 4 of 5) Log of Boring B-15
- ~~
~l!l ~~
LABORATORY TEST DATA
~u c.:
i9 Cl a
~
;:::~
~l!l
~I(
-.l'-
lo4.i SYMBOLS 80R I NG B*1!5 CONT' D DESCRIPrtONS u .. cc
..u
-z ii;z
]
300 0 100 97 t-785 BROKEN ZONE ~ROM 301.6' TO 301,8' I a:Z
..,o
~~~~
305- C>- zt-a::& :5!!5 1-780 ... a: !So i 73 73 ga: 310-
"';" f
!-775 BORING COMPLE7ED AT 312.1 ~EET ON 7*6*73.
CAS lNG USED TO A OEPT~ 0~ Uo. 5 ~EET. 315 GROUND WATER LEVEL RECORDED AT 70 ... ~EET
~EET ON 7*9* 73.
THIRD PIEZOMETER INSTALLED AT AN INTERVAL
~ROM 5.0 ~EET TO 29.0 ~EET ON 7*13*73 SECOND PIEZOMETER INSTALLED AT AN INTERVAL FROM "O.O FEET TO 80,0 ~EET ON 7*13*73.
FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 122.0 ~EET TO 154.0 ~EET ON 7*13**73 PIEZOMETER READINGS ARE PRESENTED '
--. ON TABLE 2 ... *29.
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-340 (Sheet 5 of 5) Log of Boring B-15
- ~
~
I( 0 L.ABORATORY TEST DATA
~
.......C>
~~
u>
~§ 0:
C> 0 0: BORING S-16 SURFACE EL.EYATION 1104.7 CDDRDINATESo N 56o906.o E 28120)
5.5 DESCRIPTION
S
-a:
cc O:..J
-z C:a
~~
PLATTS'4:Jl1TH M["BER 5- I 100 L IMESTONEo GRAYISH-ORANGE: FINE*GRAINEDo FOSSILIFEROUS, MEDIU~
~' SLIGHTLY WEATHERED, OCCASIONAL .05' TO .2' WEATHERED SHALE LAYERS *
- 2' LIGHT s;;cw* SILTY CL~Y LAYERS AT l..lo' AND e.o' 28 7 VERTICAL OPEo; FRACTURE FROM 7.2' TC 7.5' HEEBNER MEMBER o- I 095 SHALE: GRAY I SH*BL ACK; CARBONACEOUS: FISSILE.
LE~RTH MEMB£R LIMESTONE, PALE BLUE: FINE-GRAINEDo FOSSILIFEROUS: MEDIUM 75 ~; SHALEY AT TOP. 53 SNYOERV I LLE ME'IBER SHALE: MEDIUM GRAYo CLAYEY: VERY CALCAREOUS: THIN BEDDED TO I 5- I 090 3 Col~~~;\~:~i~~~E~+ ~~~~~LIFEROUS IN UPPER 0.8'. z 0 95 70
~
2 0- I 085 ::!l a: o5° SLICKENSIDED FRACTURE AT %2. 7' 0 99 27 TORONTO MEMBER c LIMESTONE; LIGHT GRAYo FINE*GRAINEOo FOSSILFEROUS WITH FOSSIL < I&J 2.'5- 'r-1080 ~NT BEDSo THIN TO THIC~ BEDDEDo OCCASIONAL .01' TO .06' GREENSIH*GRAY SHALE PARTINGS: PINPOIN1' VUGS LESS THAN 51~. a: 5.5alo-* 0 SHALE 300:: TO 60~ FROM 23 .o' TO 25. I' SHALE LESS THAN 10~ FROM 25.1' TO 38.5' 100 88 3 o- f--107'5
'5- 0 r-107'0 GREEN ISH-GRAY SHALE LAYER FROM 3l.. 0' TO 3lo. 2' 75 71 SHALE: MEDIUM GRAY: CALCAREOUS: THINLY LAMINATED: OCCASIONAL 4 0- H 065 --:1l'T' TO
- I' LAYERS OF HEDIUH GRAY SOFT CLAYEY SHALE.
'5- ~3'*,4*
0 f--1060 100 66 SHALE: DARK GRAY: THINLY LAMINATED: INTERBEDDED WITH SANDSTONE: ld
- 9~
--r!£DIUM GRAY: FINE-GRAINED: CALCAREOUS: THINLY LAMI~
MEDIUM BEDDED. SANDSTONE 50~ FROM o5.9' TO lo7.0' o- 'r-1<055 SANDSTONE 90)r FROM lo 7. 0' TO o9. 2' SANDSTONE ltD: FROM lt9. 2' TO 50.0' SANDSTONE LESS THAN 10~ FROM 50.0' TO 51. 2'
~~ GRAY ISH* BLACK; CARBONACEOUS; THINLY LAMINATED.
'r-1050 5.'5- 0 98 88 WILLIAMSBURG COAL BED r.OAL: BLACK; MEDIUM BEDDED.
SIIJ!rE; GRAY I SH*BLACK; CARBONACEOUS, PYRITIC, 0- 'r-1045 ~: DARK'GREENISH*GRAY; CALCAREOUS: SLIGHTLY SANDY: THIN TO
--r!£DIUM BEDDED; CLAYEY.
30° SLICKENSIDED FRACTURE AT 60.lo' AMAZON lA MEMBER . SHALE: GREEN I SH*GRAY; VERY CALCAREOUS: FOSS I L1 FEROUS; THIN .TO
--rltDIUM BEDDED.
'r-f,040 6.'5- 0 94 82 IRELAND MEMBER SHALE: GREENISH-GRAY GRADING TO DARK GRAY AT BASE: THINL'I
---r7iMINATED TO THIN BEDDED: SLIGHTLY CALCAREOUS! INTERBEDDED WITH LESS THAN 10'< .01' TO .0?' LENSES OF SANDSTON[, LIGHT GRAY: F INE~GRA I NED: VERY CALCAREOUS. ----
DARK GRAY CARBONACEOUS SHALE FROM 67.0' TO 73.9' 0- 'r-1<035
- 15' PALE BROWN CONCRETION AT 69.lo' 0 100 89 .I' COAL LAYER AT 73.6' 7'5,_ 'r-/030 ~: BLACK: THIN TO MEDIUM BEDDED.
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34p (Sheet 1 of 6) Log of Boring B-16
!.u '5 U.IOitATOitY T!ST DATA 0
IDO Q a 89 SYMIDL$ BORING B-16 CONT. DESCRII'TIDNS SHAlE: OAAK GRAY GRACING TO GREENISH-GRAY AT BASE: SOn":
---rrAYEY: THINLY LAMINATED TO MEDIUM BEODEO.
SHAlE; OAAK GRAY: THINLY LAMINATED: INTEABEOOEO WITH .01' TO
--:7' LAYERS OF SANDSTONE; LIGHT GRAY: FINE* TO MED I UM*GAA I NED:
-c
- o
<>.o-cc C-'
-:o:
c,.
"'o
=z
- CALCAREOUS: lA~ BEDDED.
'0- ~'025 SANDSTONE 5% TO 40l: FAOH 76.4' TO 95.0' e.'5- 0 99 T9
-~'020
.3' SANDSTON£ lAY!A FROM 86.7' TO 97.0'
.2' SANDSTON£ lAYERS FROM 87.7' TO 87.9' AND FROM 90.2' TO 90.4' 9 o- "'015 .6' SANDSTONE lAYER FROM 9%.7' TO 93.3'
'5- 1.9&10""'
98 .. -I010 SANDSTONE lESS THAN 5: FROH 95.0' TO 102. 5' /(),'0-li:.l' ld
- 70~
I SAO KEN SOn" CLAYEY SHAlE ZONE FROM 98. I' TO 99.3' ROBliN$ HEHSEA
~; DARK GUY; SliGHTlY CAASONACEQUS: THINLY. lAMINATED.
10.'5- 100 89 -/1'000 0
...~< 11.
- 1 II o-u 995 OCCASIONAL .01' TO) .02' LIGHT GRAY 'INE*GAAINED CALCAREOUS 0 SANDSTONE LENSES FRCH 110.0' TO 11".3' 2 a:
...~ <:1 100 100 11.1 u
..I 1/.'5- 990 z
.11.1
<:1
- 1 0 a: 0 Q
100 100 I..I
-!985 IZ'0-
-!980 12'5- 100 100 13'0- 975 100 100 13.'5- -!970 100 74 NUMEROUS SOFT *EOIUH GRAY ClAYEY SHALE LAYEOS **OM 138.*'
TO 14't. 3* 1401- 965 100 48 145- -!960 150,_ 955 Rev. 0 WOLF CREEK OPDATED SAFETY ANALYSIS REPORT Figure 2.5-34p (Sheet 2 of 6) Log of Boring B-16
~*
- 0 BORING B-16 CONT. ;
- "'
a:
..... L.ABORATORY iii ~~ 0
~
u>
~ : 0 1.(
TEST DATA
~8 a: "~
a: SYMBOL$ DESCRIPTIONS "':z: 0 0 100 100 NUMEROUS SOn MEDIUM GRAY CLAYEY SHALE LAYERS FROM 154.3' TO 156. 1' 155- 37 0
~. 950 SHALE: GREEN ISH-GRAY: VERY CALCAREOUS: FOS 51 L I FEROUS: MEDIUM
"""""'nODE D.
68 26 SHALE: DARK GRAY: SLIGHTLY CARBONAr.EOUS: THINLY LAMINATED.
':'T""""TO .7' PALE YELLOWISH*BROWN IRONSTONE CONCRETIONS AT too- 945 158.6', 160. I', 161.9' and 162.3' to5- 0 92 63 ~. 940 HASKELL MEMBER LIMESTONE: LIGHT GRAY: FINELY CRYSTALLINE: 1Cl( FUSULINID FOSSILS: THIN TO THICK BEDDED.
V I NLANO MEMBER SHALE: DARK GRAY: VERY CALCAREOUS: CLAYEY: SLIGHTLY
----cXRBONACEOUS: THIN TO MEDIUM BEDDED: FOSS Ill FEROUS AT TOP.
(?- 935 100 94 SHALE: GRAYISH*OLIVE GREEN: CALCAREOUS: THIN TO MEDIUM BEDDED.
-- l~o ~t:~~~~~:m ~=m~:~\~T 1 H\)' AND 17U' 17.5- 1.5 1 IO"T -.930 WESTPHALIA MEMBER LIMESTONE: LIGHT GRAY; FINE*GRAINEO: 50:' FUSULINIO FOSSILS:
100 83 ---c::raTFl'G FROM 70>. OLIVE GREEN SHALE AT TOP TO 30:r *SHALE AT BASE; THIN TO MEO I UM BEDDED. TONGANOXIE MEMBER IS.0- -.925 SANDSTONE; LIGHT OLIVE GRAY; FINE*GRAINEO: SLIGHTLY CALCAREOUS:
--mT!I"1'o THICK BEDDED: CROSS-BEDDED: COMKlNL Y EXHIBITS 0 ISTORTEO BEDS; INTERBEDDED II ITH SHALE; MEO I UM GRAY; 51 LTY; AND SILTSTONE: MEDIUM GRAY; MICACmu;: CROSS*BEOOED *
. 1' YEL~AY LIMESTONE NODULES AT 181.5' AND 181.8'
.07' SOFT CLAYEY SHALE LAYER AT 181.9' c.
/8.5- 100 48
--920 SANDSTONE SO'l: FROM 179.3' TO 182.0' SANDSTONE 90:1: FROM 182.0' TO 190.6' B a:
7.5110"' C> 190- -.915 "'"'
..J C>
SANDSTONE 20! AND 51 L TSTONE 70% FROM 190.6' TO 201o. 1' z ;::) 0
- 1' SOn CLAYEY SHALE LAYER AT 192.2' 0 c
-.9/0 NUMEROUS SOn CLAYEY SILTSTONE LAY-ERS FROM 19'1.5' TO 197.li'
"'a:
- E 195- 100 45 ...0 a:
IIJ i 0- -.905 "'a: 1-
.03' SOFT CLAYEY SHALE LAYER AT 202.li' 2..6&10"T -;900 SANDSTONE loO'l: AND SILTSTONE 50% FROM 200, 1' TO 213.7' 205>- 100 47 .03' SOFT CLAYEY SHALE LAYER AT 205.3' 21o- -,895 SANDSTONE 15% AND 51 L TSTONE 85% FROM 213.7
- TO 223.2' 215- 1.2 1IO"T t-.890 100 61
- ...,885 220-SANDSTONE 701 AND SILTSTONE 30'l: FROM 223.2' TO 22 5. O' 100 B4 225i - -,880 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34p (Sheet 3 of 6)
- Log of Boring B-16
~~ ~l!J ~~ 225 I.AIOIIATOIIY TEST DATA IDO 0 c IJ4 SYII60LS BORING B-16 CONT. DESCitii'TIDNS SANDSTONE 1011: AND SI~TSTONE 8011: l'ltOH 125.0' TO 25D.Z' 230- l--+--r-a ... ;75 235- 100 gz f-ero VERTICAl. OPEN l'ltACTURE l'ltOH 235.2' TO 235.5' 240-245- IOD SO -f160
* .2' BROI([N ZONE }.T 14.7.9' 250- SI~TS1'tiNE: H[OIUH TO OAR~ GRAY: MICACEOUS: S~IGHT~Y SANDY:
CAOSS-&EOOED: COHO()N~Y EXHIBITS DISTORTED BEDS: THIN TO THICK BEDDED. 255- -850 911 96 260-100 84 a: 265- -840 l...rf' S~ICKENSIDED I'RACTURE AT 165.7' ""~ 0 B.h 1o** IDO IOD 30° SLICKENS IDEO l'ltACTURE AT 267.3' a: INTERBEDDED WITH 10" THIN~Y ~AMINATED VERY I'INE*GAAINED l'ltOH 168.4' TO 270. I' "' zro-CA~CAAECUS S~NDSTDNE
-835 1--+---1 275- 100 100 - 830 60° OPEN I'RACTUAE AT 275.0' 280- t--+--f-825 285- 100 92 -820 0
20 S~ ICKENS I OED I'RACTUAE AT 285. 6'
.02' TO .08' SOFT CLAYEY SI~TSTDNE LAYERS AT 285,7'. 286*. 7'.
287.0' AND 287.7' 290- t--+--f-815 295- 91 70 -810 , TWO 60° >ARA~~E~ ~PEN *RACTURES AT 295. 5' 100 100 -805 300- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34p (Sheet 4 of 6) Log of Boring B-16
~
~
~
I.ABORATORY TEST DATA
- ~
..~"'
za:
~8
... 0 0:
0 0 0:
~
§
~
~ SYit/801..5 BORING S-IG CONT.
OESCIUPrtONS SILTSTONE GRADES P{)RE SHALEY BELOW 300.0' 200 SLICKENSIDED FRACTURE AT 300.5' 60° OPEN FRACTUP.E AT 301. I' 70° SL ICKENSIOEO FRACTURE AT 302. 7'
-c cc Q:,j
- c"'"
-z a:o
~z
~.
3 05- 100 68 f-8*00 NUMEROUS 6D0 OPEN FRACTURES FRO~. 305.0' TO 307.4' 20° SL I CKENS I OED FRACTURE AT 307.6' 10- -7.'95 .05' SOn SHALEY SILTSTONE LAYER AT 310.1'
. I ' SOn SHALEY SILTSTONE LAYER AT 310.4' TWO 700 PARALLEL FRACTURES AT 311,6' WESTON MEMBER 3 15- 100 75
-7.'90 SHALE, DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY LAMINATED:
---niTER BEDDED '" UPPER 6 FEET WI TM S IL TS.TONE: MED lUI< DARK GRAY: THINLY LAMINATED: MICACEOUS-.---
TWO PARALLEL 600 FRACTURES AT 314, 5' NUMEROUS LOW ANGLE FRACTURES FROM 315. 5' TO 316.0'
.05' BROKEN ZONE ALONG 40° FRACTURE AT 316.8'
'2o- 7<'85 BROKEN ZONE FROM 317.1' TO 317.3' 20° SLICKENSI'DED FRACTURE AT 319.9'
.2' SOn CLAYEY SHALE LAYER AT 321.2'
'25..:..
. 96 74 -;7'80
.05' SOFT CLAYEY SHALE LAYERS AT 323.0' AND 323.5'
'3(j... 775 100 95 z 0
i= ~
'35- -770 :E a:
0 a:
...0 "
100 87 I/) a: < 34o- -7<65 I&J
.z *o ~
a: c
- 03' SOF'T CLAYEY SHALE LAYER AT 341. 2' <
100 52
- OS' SOFT CLAYEY SHALE LAYER AT 341.8' son BROKEN ZONE ALONG VERTICAL FRACTUR'E FROM 342.9' TO 3 .. 3.4'
~
3 45- -7i o-o 89 0
- 1' son CLAYEY SHALE LAYER AT 349.4' 50- -7.'55
. 1' son CLAYEY SHALE LAYER AT 3 52. 1 '
100 0 55-. -7:.'50
.. .. 63 58
_.,..'45 3 60- 0
- 1' BROKEN ZONE AT 363.2' 100 49 _.,..'40 65- .2' SOn CLAYEY SHALE LAYER AT 365. 5'
.OS' .PALE YELLOWISH*BROWN DOLOMITIC CONCRETION AT 366.0' 100 87
- 1' PALE YELLOW1SH*BROWN DOLOMITIC CONCRETIONS AT 368. 7'
~-
7.'35 AND 369. 7' ' TWO(( LI\W ANGLE SLICKENSIDED FRACTURES FROM 369.8' TD 370.2'
- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34p (Sheet 5 of 6)
- Log of Boring B-16
- Q BORING B-16 CONT.
LABORATORY ...... zo: Q a
~ <J>
TEST DATA
~
~
0:0 0: 0: SYMIDLS DESCR/Pr/DNS SOUTH BEND MEMBER LIMESTONE: LIGHT GRAY: FINE-GRAINED: 'OSSILIFEROUS: T"IN TO
---mitl<BEDDED: OCCASIONAL OARK GRAY SHALE PARTINGS S~L~'"
100 91 374.4 375 - 1-730 L I"ESTO*IE: L I GMT GRAY: >ANDY: THIN TO MEDIUM SEDDED: INTERBEDJED
~0% SHALE: DARK GRAY: SANDY, ROCK LAKE MEMBE!f--
SHALE: DA~K GRAY: CALCAREOUS: SANDY: THINLY LA!'11NATED:
--n!T<RBEDDED WITH 401: LI*E;TONE: LIG"T oRAY: SLIGHTLY SA*DY:
THIN BEDDED. ----* 380 97 9Z 1-725 STONER MEMBER LIMESTONE: VERY LIGHT GRAY: FINE*:iRAI~ED: OCCASIONAL FUSULINID
-~i\:S: TI~I*:K BEDDED.
720 BORING COHPLF."fED 0'1 5.*4* 73 AT 3~3 ., rEE r. 385 CA*; IG US*D TO i DEPTH )F 5.0 F~ET. GROUNDWATER LEVEL RECORDED AT 32.9 FEET ON 5*7*73. SECOND PIEZOMETER* 11/STALL.ED AT AN INTERVAL FROM 23.0 FEET TO 37.0 FEET ON 7*27*73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 61.0 FEET TO 91.0 FEET CN 7*27*?3. PIEZOMETER READINGS PRE PRESENTED ON TABLE 2.4-29. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34p (Sheet 6 of 6) Log of Boring B-16
.....::; .. 0 BORING B-17
~ri L.ABORATORY iii ......
za: 0 SURFACE EL.EVATION 1101.2 u> TEST DATA : a:o 0 a: COOROI.NATES: N 57500~.2 E 291650 ... ; "'"
-z
"""a:
~
C2 DeSCR!Pr!ONS
"'o
- Oz r- 17 0 R[:;:ICIS..-.;;owr: T~ 01H.t~GE*eC!OWt. SILT\, :Lt.Y WI'TH TIH..:E
""E SA"~' Sll!'!'.
0~ 16 I 5 - 941 GRl.:JES TO LIGHT GRAY WITH ~C<';K '"~AGt'I[NTS. 66 II r- /095 P1. ATTSI'()UTH MEMB[i;,
- ..lf.~ESTO~l~: 1-!EDI~*.., LIGHT G:::.AY: :'INE*G~l.INE"J: ~CSSILI~F~OUS* TH!ti
~>: EE'~:JH*: LH~EST:-*.~ :~:s SEP~=:!TfD !!Y .03' iC .5' LAYERS o: SHALE; HIGHLY .IEAlHoP~o TC OOANGISH-BROWt; IN UPPER 3.C': BELO\t.' S.5' EE~O~ES ~*EDIUI" DAR!\ GF::.Y: CALCAREOUS: /0 - CLAYEY; lHINLY LAt<I*AlEO.
100 76 r- 1090 HEEBNER MEMBER 15 - 100 20 r- /085 SHAlE; GRAYISH-BLACK; CARBONACEOUS; SciGHlLY CALCAREOUS; lHINLY
----r1:MINATEO; lo"ll~ ~* LENS'o :: LIGHT G.OY iSH-BROw:; CALCAREOUS Sr:TSTC't:E: CL.AY~Y n; ~pc[:::: C.;*
. LAVENWORTH MEMBt~
~; MEDIUM GRAY; FINE-GPAINEO; FCSSILIFEROUS; MEDIUM z 0
- .~~.:t.~.
20 SNYDi:RV ILLE ~EMBER SHALE; MEDIU~ O~RK GRAY AI<O G~EENISH*G*AY; CLAYEY; VERY ~ r- 1080 ~LCA~EOUS: LOCALLY F"OSSILIF'E~(IL'S: lHit~ E!EOOEC.
~
a: 91 85
~
25 - ~ 107'5 T~~ONTO LI~~STONE:
~IF'E'tOUS
~tr*18(R .
LIGHT G~AY TC V(Q.Y LIGHT GCI:AY: *nJE*G~AI'IED: WITH t"CSSr~*.=:.:.G~*.£:~T :~:*S: i'-1*:; TC THICL:. 0 IIJ a: BEDDED; OCCAS IOtlAL GREENISH-GRAY SH:.LE rARliNGS IN UPPER 0
... 2' .
. 1 ' CLAYEY SHALE LAYER AT 29. 3' 30 - 99 34 r- /07'0 VERT I CAL FRAClURE FRO~. 30 9' lC
. I' SOF"T CLAYEY SHALE LAYE< LT 33.; .
. 2' SOF'T CLAY:v SHALt Lt.YE'! .H 33.~'
3~. ~~- ;L.. 7' 35 vERT 1CAL ;RACTURE rRo'"' 3'
'- /065 SHALEY WITH CALC ITE*HfA~() ;:"R;.,:ru;_~S ;oRO,_. 35.1' TO 39. t:*
40 - 95 31 ...... 1060
~; MEDIUM GRAY; CLAYEY; SCCl; lHitiLY LAMINATED.
45 - 1055 SHALE: MEDIUM GRAY TO ~*EDit"~. OA~K GRAY: THitiLY LAMINATED:
--n:JTERBEODED WllH SA*!CSl,,'<E: LIGHl G:;:.y, >iNE*GRAINED; CALCAREOUS; LAMIIo~EDiue. BEDDED.
SANOSTOt:E 5!'1°: F'RO"' "5. I
- TC L. 7. 0' SANOSTOUE 90'; F'ROM ~ 7. 0 I TC s 1* e: I 50 - 54 0
~
1050 CLAYEY SHALE >lllH ~~~SANDSTONE FROI*: 51.8' lD 53.0' z SANDSTONE GRADES OUl Al ::;. C' 0 CARBONACEOUS SHALE FRO" 53.0' TC 5lo. lo' i= c. ILL lAMS BURG COAL BED 55 j,;;;;;;;;;iJ::::::-..!<~l' 8 iRAftii 1 1 i~-WA\' i~ 6A~~og~~y; CLAYEY; CARBONACEOUS;
~
a: ~ r- 1045 ..,US AT BASE; THINLY LAM I NAT ED. SHALE; GREEN I SH*GRA~ CLAYEY; VERY CALCAREOUS; LAMINATED
...0 " VJ 100 38 ---rc- THIN BEDDED. IIJ <
....1 zu "::>0 60 .- AMAZON lA MEMBER IIJ a:
- 1040 liMESlO~E; GREENISH-GRAY; SHAlEY; FCSSILI'EROUS; lHIN TO ME DIU~
---s'!ll1!rU; INlERBEDDED WITH SHALE; GREENISH-GRAY; CLAYEY; CALCAREOUS: lHINLY LAMINATL.:":""""
~
....1 0
SHALE LAYERS FRC~ 61.3' TC 63.0' A:~D FRO"* 63.2' TO 64.3' 65 - IRELAND MEMBEP
'-- /035 SHALE: GREENISH*GS\tr.V
--r'C'CALLY c:.~BONACE~'.!S:
A~:O ,...Et*ILI""* 0At1K GRAY: SOF"T: CLAYtY: THINLY LAnlt~ATEO: WITH S~: LAH!NA[ OF' F INE*GRA I NED SANDSlONE. 100 33 70 - ~
/030 SHALE GRADES LESS CLAYEY AND *ORE COMPEHIIl FROM 76.2' TO 79.0' 75 -
*WOLF CREEK UPDATED SAFETY ANAt.YSIS REPORT Figure 2.5~34q (Sheet 1 of 5)
- Log of Boring B-17 Rev. 0
.. s ....
BORING B-17 CONT.
-II:
- o ZIIC cc I.AIOitATORT ,."'-'
TEST DATA ..... U> 11:0
-z
"' S'YM60L$ . DESCIIIPTIONS =z
"'o 97 74 COAL: BLACK: SMALEY: LAMINATED TO MEDIUM BEDDED.
80 ;mtt'E: GREEN I SH*G~AY: LOCALLY CLAYEY: SLIGHTLY CALCAREOUS:
--nn'NLY LAMINATED TO THIN BEOOEO.
1- 1020 SHALE: MEDIUM GRAY: LOCALLY CLAYEY: TH,.LY LAMINATED:
--niTERBEDDED WITH SANDSTONE: Llr.HT GRAY: F'IN£-G>AINED:
8$ *- 1- /01$ LAMINATED TO MEOI~: AND $11'!'$T~"~=if* MICACEOUS: LAMINATED TO MEDIUM BEDDEO. SANDSTONE 10,; AND SILTSTONE 30'L F'ROM 82.7' TO 85.5' MEDIUM CiRA'Y: SANDSTONE 40X AND SILTSTONE 307. F'ROM 85.5' TO 90.7' 98 D 90 SO" CLAYEY SHALE ZONE WITI< 20Z SA~OST~'JE AND SILTST-~'1£ :oo~ 1- /010 90.7' TO 93.0' SANDSTONE lOX AND SILTSTONE 30~ F'ROM 93.0' TC 94.')' SANDSTONE SOX AND SILTSTONE 30! FRO~ 94.3' TC 96.:.' 9$ *- 1- /00$ SANDSTONE 10~ AND >HALEY SILTSTONE 70:* F'ROM 96.4' TO 103 .* 9' 97 13 100 ... f- 1000 SANDSTONE 50'ZAN0 SILTSTONE 40'::F'ROM 103.9' TO 106.5' 10$*- 1- 995 SANDSTONE IO'r, ANO SHALEY SILTSTONE 6C F'OOM 106. 5' TO 11*.0' z IOD 0 NUMEROUS SOF'T CLAYEY SHALE "YERS :qr,~ *nB.O' TO 110.2' 2~ C1. 110
,_ 2
< ::I 0
*a:: a::
1- 990 BROKEN ZC"NE F'ROM 110.9' TO 111.3'
...0 1:1 Ill "'
...J 115*- zc.>
Ill § 1- 985 a:: Q I...J IOD Z3 120
,_ R08B INS MEMBER 1- 980 SiolALE': ,..EOIUM :IAA._ :;RAY; T)1!*:*.Y '.,.JMI'IO:.'rt~.
~OUS SOFT ::..;o,~*:* SH~lE' ** .:.~*!-.:at ::~--:~-* *~* 7' TC 12'"'.:..**
125 *- f- 975 100 30 130
.!.1.!.-:'
Q
- 1. 19-~ ~s;
- 970
~
- 3'- ~. :-oc ,~ i fi!UMEROUS SCFT ::.J.VE.Y $j.IALE: L.l.HINAE ~~CI"! :]3,!.' T~ IS~.3' 135*-
- 965 100*
140
,_ 0
- 960 145*-
100 3Z - 955 150 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34q (Sheet 2 of 5) Lag of Boring B-17
..s. ..:s..e.... BORING B-17 CONT. ill
- r, ~=
I.AIOIIATOIIT u> 0 0 :a TilT DATA ii
=*
=i!
~
IM *- ~ II II
*- - SMALE: OAU OLivt GUY AND M(OIUM OUl GUY: VEIIY CALCAIIEDUS;
~SILIFPOUS: THIN TO M(OIUM IEOOEO.
SHALE: MEDIUM OAOl GUY: SLIGHTLY C&-SONACEDUS: THINLY 16$ ---cDIIIIAT[O: OCCASIONAL ,ALE YELLOWISH*IAOWII DOLOMITIC COIICO!T IONS.
-OUS SOF'T CUY[Y SHALE LAYEIIS <OOM 16S,Io' TO 165. 7'
.I' 'ALE YELLONISH*IOOWN COIICO!TION AT 165.0' lOCI - U S SOF'T. CLAT[Y SMALE LAYPS FROM 168. 7' TO 170.2'
- TO 175. 5'
- u
"""Wiw'**;;,;o;*: ~J~* s:!~~G~:~mAL ~~:!~1mous1 180 *- - ,.c:**:c*.. ::-:--:,~~~S ~~~=~U~:)~INLY LAMINATED TO THIN THIN TO
....., ... ,.~-*'-.G::*;o ~D'fc~::~~~~? <OSSI*** IDS GOEENISH*
*- lOCI 55 TO liGAND XI I SMALE: GOEENISH-GOAY AT TOP GOADING TO I'(DIUM OUl GRAY IELDio
--,.gQ, 5': THINLY LAMIIIAT£0: INT[AI[00£0 WITH SANDSTON[:
LIGHT GOAT: "NE-GAAIN[O: LAMINAT[O TO TI41N'"1!'11!1m':ANO I!JO,_ SILTSTONE: MEDIUM OUl GOAT: MICACEOUS: .AMINATED TO MEDIUM l'r!TII'EII.'"" SMDSTDNE lOS AND SILTSTONE 2~ '110M 186.1o' TO 202.2'
- U S SOF'T CLAYU SHALE LAYEIIS <110M 186.1o' TO 191.2' 19$ *- lOCI
* - 197.1o' TO 2Dio.5' 200,_
- TO 222.1' II:
- 0
- 89$
I 210 890 2/$ *-
*e 10 - OCC.:.SIONAL SOF'T CLAYEY SHAL£ L:AYEIIS <liON 216.2' TO ZJ9.0'
,_ .!..!1...i:.
220
- 880
.,
- 1.260 osi
...... ... -AOUS SOF'T CLAYEY SMALE * .OY[A~ <AOM 220.9' TO 223.0' J uc..o*
5* I SAIIDSTONE lOX A*D SILTSTONE 90~ rooM 222.1' TO ZIZ.J' Rev. o
- WOI.!' CUEE OPDA'fED SA!'E'fY AHAI.YSIS REPOR'!'
Figure 2.5-34q (Sheet 3 of 5) Log of Boring B-17
~
$'1'1/.0L$
BORING B-17 CONT. DE$CIII~T/ON$ *
- i
~ ~-;!'_ : *.... * . I' CLAYEY S~OKEN ZONE AT Z37. 4° J;-;~
- t;;
- .;..~
'$8!'
-~' ti* ~ I ~}~~ ~ fr:~~~ OCCASION~~ OCC~S SOFT ClAYEY SHIU LAMINAE rROH 25).3' TO CLAYEY SROKEN ZONE *ROM 2$6.0' TO 256.1o' IONAl SOFT c:.nEY SHAlf LAYERS 'q0" 259. 9' TO 260 l' 2~1o.J' ~~;
..,._r.
**UMEROUS SOFT CL~YEY S~ALE '.AYERS *RO" <62.*' TO Z61o.J'
!':*~--
.I' ~PO~EN ZONE *T 254.3' r;:-:-::\ OCCASIONAL SOFT C'-AYEY ;HALE :.AYEPS <>o,.*Z65.9' TO Z7it.3'
~T.*'1': 40,:, ~=ACTUAE AT Z70. S' ~---~ 1/EATIC.t.l. F'q"ACTUAE FROM Z77.9' TO Z:'9.3' SA'40ST:NE zc* lNO SILT~i"O't£ S'*~~ C':)l"~~ot 2!2.]' TO ]I!. I' Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34q (Sheet 4 of 5) Log of Boring B-17
~~
... BORING 8-17 CONT.
0 L.ABORATORY TEST DATA
~ffi 0
0 ..........,
...... -z 0:0 0:
"'"' 0:
o:o SYMBOLS OESCRIPriONS l;;z 300 30 I. 3'
~i3C OS i E
- 968.000 psi 305 -
- 7'95 roo 23 307.9' TO 308.3' VERTICAL FRACTURE FROM z
310 - 0
;: D..
- 7'90 <(
- )
~
SANDSTONE 5:%. AND SILTSTONE 20~ FROM 312.1' TO 320.6' a: e (!) NUMEROUS SOFT CLAYEY SHALE LAMINAE FRO" 313.9' TO 329.2' 3/5 - (J)
<(
a: 98 8
- 7'85 w
(!)
.J
(!)
- )
z 0
*<(
a: c 320 - WESTON MEMBER fl) 1- 7'80 2!ill; MEDIUM DARK GRAY; THINLY LAMIN.ATEO. 325 - 98 13 1- 7'7'5 330 BORING COMPLETED AT 37.9.1 FEET ON 6-15-73. CASING USED TO A DEPTH OF 6.5 FEET. GROUNDWATER LEVEL RECDkOi;.O i.r 29.6 FEET ON S-6-73. THIRD PIEZOMETER INSTALLED AT AN INTERVAL FROM 25.0 FEET TO 40.0 FEET ON 7-20-73. SECOND PIEZOMETER INSTALLED ~T AN IIJTERVAL FROM 65.0 FEET TO 111.0 FEET ON 7*20-73. FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 186.0 FEET TO 320.0 FEET ON 7-10*73 *
~~~~~~:TER READINGS ARE PRESENTED 011 TABLE Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34q (Sheet 5 of 5)
Log of Boring B-17
- ...., BORING B-IB -o:
~:
0 0 SURFACE EI.EVATION 10£1 cc U.IOIIATORY
~ .....
U> C-' TEST DATA .. o " 0: H 581811t.) ""
-z COORDINATES: E 2809917.1
~
- "'::: DESCRIPTIONS
- ~
~z OAR~ YE""OWISH*SROWN S""TY C"AY WITH TRACE OF SAND AND 37 I C'c'----==-_j GRAVE"*
1- 1060 P"ATTSI'OUTH MEI<SER "IMESTONE: DUSKY YE""Ow TO DARK YE""OWISH*ORANGE: FINE* 5 - ~ GAil RED: FOSS I" I FEROUS: S" IGHT" Y WEATHERED: THIN TO MEDIUM BEDDED. HEEBNER MEMBER 1- 1055 "EA~~R~~~~~PB"ACK: CARBONACEOUS; THIN" y "AMINATED. LIMESTONE: MEDIUM GRAY; FINE-GRAINED: FOSSI"IFEROUS: THIN TO
~BEDDED.
10 100 89 SNYOERV I ""E MEMBER SHA"E; MEO IUM DARK GRAY AND OLIVE GRAY; VERY CALCAREOUS;
~YEY: THINLY LAMINATED TO THIN BEDDED.
1050 15 - 100 ~ 0.1' BROKEN ZONE AT 17.9' z 0
~
Q,
- l 0
1- 1045 SOFT C"AYEY SHALE ZONE FROM 18.~' TO 19.1' c a:: 2 <.:> a:: lol 20 - TORONTO MEMBER LIMESTONE; LIGHT GRAY TO VERY "1GHT GRAY: FINE-GRAINED:
~IFEROUS WITH FOSSIL FRAGMENT BEDS: "OCALLY SHALEY
...0 lol z
31: 1040 WIT': CPEENISH*GRAY SHALE PARTINGS AND "AYERS: TH,_ TO THIC~ Q c c 1o 0 B~m~*~*E n ~~- 7' lol a::
- 1:
- 100 4e VERTICAL FI'AC.TUAE <ROM 2~.9' TO 25.3' VERTICAL F~*CTu*; F~OM 25.5' TO 26.0' VERT I CAL FRACTUPE FOOM 26. 5' TO 26. 7' 0
4.71 ro-e ~ 1035 0.03' GREENISH-GRAY C"AYEY SHA"E LAYER AT 26.9' SHALEY FROM 28. 5' TO 3D. 5' 30 - r-- 0.1' SOFT GREENISH-GRAY C"AYEY SHA"E "AYER AT 29.9' 1030 35 - ~ SHALE: MEO I UM GRAY: C"AYEY; SOFT: SLIGHTLY CA"CAREOUS; THINLY
--riMINATED.
1.3xl0""' 99 Z&~ 1025 0.2' BROWNISH*GRAY LIMESTONE BED F~OM 38.6' TO 38.9' SHALE: MEDIUM DARK GRAY: CLAYEY: LOCALLY CARBONACEOUS:
--niTERBEODED WI TM SANDSTONE: L *GHT GRAY: F I NE-GRA "lEO:
40 LOCA"LY CALCAREOUS: (.i\lllAIED TO THIN BEDDEll. SANDSTONE 30~ FROM 38.9' TO 51.8' SOFT C"AYEY ZONE FROM 38.8' TO lo2, I' 1020 45 - 0 OCCAS10NA" SOFT CLAYEY S><A"E LAYERS FROM ~7 .0' TO 56. 7' 99 0 ~ 1015 50 - 1010 SANDSTONE 10": 'ROM 51.8' TO 56.7' 55 - 0 100 0 WI"LIAMSBURG COAL BED
~ 1005 COAL: BLACK: $HALEY: THIN TO MFDIUM BEDDED.
~E: GREE~IISH-GRAY; CLAYEY: SOFT: VERY CA"CAREOUS: THINLY 60
,_ --riMINATED TO T~ IN BEDDED: CARBONACEOUS IN UPPER O.*'.
AMAZON lA WE~BER LIMESTONE: L!GHT GREENISH-GRAY: $HALEY: FINE-GRAINED:
~IFEoOUS: THIN TO MEDIUM BEDDED: INTERBEDDE~ WITH
/000 S~ALE: ~~EtN I SH*Ci!IAY: C"AYEY: CALCAREOUS: TH I>IL Y Lll'm!ATEO.
SHALE 70~ FRDH 59. 5' TO 62.0' 65 - 0 SHALEY L1 ME STONE 100"< FROH 62.0' TO ~. 6' SHALE 70~ <~CH ~.6' TO 65.3' 100 53 !REL.,\NO '-'E,..!ER
~ 995 SHALE: GPEE'!SH*GRAY AT TOP GRADING TO HEOIUH OAR~ GRAY
~L:w 7C.:*: LOCALLY CLAYEY: THINLY LAH,.ATE~: "ITERBEDDED
,JIT'-' SAt~(I~TI)~£: LIG'"'T G~AY: ="H~E*GRAnlEO: L.:.ntrlATE:.
70,_ S~NOST:*,~M 65.3' TO 69.2' SANOSTO~E 3C'* 'OOM 69.:' TC 70.7' S.lNOSTONE lc** ='RO"" 70.7 TO 72. 1' 1 0 990 '! 1J"'E~OUS SOF'T :L.:.YE:Y SH.lLE LAHINAE l='rti)H il.O' TC* i6.8' S.lNOST:ltlE !..ESS T~A~; ~~-FROM 72.1 1 TO 82.3' 75*- WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34r (Sheet 1 of 5) Log of Boring B-18
- Rev. 0
..... ~ BORING B-18 CONT'D
~~
;:::i:::
Q
~;::: L.ABORATORY zcz: Q SURFACE EL.EVATION 1062.1 "'-' ~~ ~I(
TEST DATA "'"' u> cz:o "" §~ ~I(
-z
.. :I
" ""- "o
'- SYMBOLS OESCRtPrtONS l;;z 7'5 - ..."-
0 f--985 100 16 BROKEN ZONE FRO~. 78.6' TO 79.1' 80-980 C:AL: BLACK.; s~.:.LEY: l_A~INATEC TC '!~lr: 8£DOED.
~E.: fro!EOIU~ :)AQI( CiR.AY: L~CALLY CLAYEY: THINLY LAMINATED:
4.1. 10" 7 ~ERBEODEO WIT* SA,;~ST0'1E: 85- LOCALLY CAL~!REGL~TEI: T= Tu,_ EEDCED: AND L IG"T GRAY: FINE-GRAINED: 100 24 SILTSTONE: ~-EDIUM GRAY: MICACEOUS: LAMINATED TO MEDIU~
- 97'5 :t. ...........
lCC~ cu.v:v s:..;:.~~ :-:-:::~* ~3.!.' TC 9!..~' SANDSTONE 30' At;C SILTSTONE 4c** <0~" 8!.. S' TO 87.2' SANOS'TONE SC~ A~:: S IL TSTCNE 15~* F'"O~* 97. 2' TO 92. 3' 90-
!17'0 SANDSTONE 30~ At;D SILTSTONE 4Cl' FRC~ 92.3' TC 102.7'
~~~: NUMEROUS SOrT CLAYEY S~ALE LAMI_.E FROM 92,4' TO 105.4' 95- a1. 10" 7 ~-~;:-
85 25
-965
/00- O.S' SILTSTONE LAY£R WIT- 15~ OISTO<TEO CALCAREOUS SANDSTONE FROM 100.7' TO 'CI,2'
- 960 ~ANOSTONE 25:' AND SILTSTONE 20): FRO~ 102. 7' TC 108.0' 105- 0 100 58 -955 ,..:..:..
SAt~OSTONE 10~* A~lO St:...TsT:~:E IC~* !='~C~* ICe.o* TO 114.0'
/10-z
-950 ~~U~E~OUS SOF'T :lAYEY Si.fALE LA~Ito~E !:';:.~** 113.4 1 TC 119.5 1 0
SAIIOSTCNE S~*- AND S"ALEY SILTSTOI:E o.c** !'RO~ 114,0' TO 129.7' __,. < a.. 115- 0 .~
- E a:
- )
0
.:-~
0 a: 100 18 -945 lo. c.:>
- 5 LIJ Cll
(.J zLIJ <
...J 120- -+
t-- 940 a:
~
- )
0 0
...J 125-t-- !B5 100 20 130- SANDSTONE LESS T,..br; TC 13~.8'
~~ AND S!-IALEY S !L TSTONE 40~* rR('tM 129. 7'
-930 SANDSTONE G~AOE:S CliT .:. T 1 31... 8 1 85 40 SHALEY SILTSTONE SC' <ROM 13*.9' rc 154.8' 135-79
- 925 99 1140- .,_.
f- 920 7"*~ 145-t-- 915 100 28
!50 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Fig?~e 2.5-34r (Sheet 2 of 5)
Log of Boring B-18
uw BORING B-18 CONT'D -o: 0 zo: cc L.ABORATORY 0 u> CJ C>U TEST OATA 0:0 wu 0: -z
*:a 0:
SYMBOLS DESCRIPTIONS
"'o
- Oz
- 910 !55 - 0 BB INS MEMBER SHALE: MEDIUM DARK GRAY: THINLY LAMINATED.
97 27
- 905 1lllRrlfOUS SOFT CLAYEY SHALE LAMINAE FROM 155.3' TO 156.3' 160 -
- 900 NUMEROUS SOFT CLAYEY SHALE LAMINAE FROM 16'<.2' TO 168.8' 165
- 895
- OCCASIONAL SOFT CLAYEY SHALE LAMINAE FROM 168.8' TO 18~. 7' 170 - 100 18 r- 890 17'5 -
99 4Ei - 885 180 -
- 880 185 - 0 LIMESTONE: LIGHT OLIVE GRAY: VERY SHALEY: FOSSILIFEROUS: THIN
~IUM BEDDED
- SHALE: MEDIUM DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY
- 87'5 ---r:IMINATEO: OCCASIONAL 0.0!:' TO 0.1' PALE YELLOviiSH*BROWN DOLOMITIC CCNCRETIO*IS, NUMEROUS SOFT CLAYEY SHALE LAMINAE FROM 188.0' TO 190.1'
/90 - 94 29.
- 87'0 195 -
100 87
- 865 200 -
- 860 205 - NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 206.0' TO 206. 7'
- 96 39 1- 855 BROKEN ZONE FROM 208. !:' TO 209.3' 0,1' FOSSILIFEROUS, VERY CALCAREOUS SHALE LAYER AT 209.9' 210 - SHALE: GRAY ISH*BLACK: CARBONACEOUS: SLIGHTLY CALCAREOUS:
--rl<INLY LAMINATED.
1- 850 HASKELL MEMBEP. LIMESTONE: "EDIUM LIGHT GRAY: FINE*GRAINEO: FOSSILIFEROUS: 215 - 2B ~ 10"1 ~0 T~ICK 3EOOEO: SHALEY IN BASAL 0.4'. VERT I CAL CALCITE HEALED FRACTURE FROM 216.0' TO 216. 7' 99 58 1- 845 V INLAND MEMBER SHALE: MEO I UM OAR~ GRAY: CALCAREOUS: FOSSILIFEROUS AT TOP:
~ACES CARSO,.ACEOUS AT BASE: LAMINATED
- 220 -
. COAL: BLACK: SHALEY: THIN BEDDED.
n!TST~'lE: MEDIUM GRAY: MICACEOUS: SANOY: LAMIIIATEO T: *:EOIUM
~: H!TEReEODEO WITH SANDSTONE: LIGHT SRC>JNISH*GRAY:
6.2 a 10" 1 r- 840 SILTY: ~HIE*G;AI~jt:: LAMI~THIN BEDDED. SILTSTOfiE IQC" **c~ "8.1' TO 219.3' SANDSTONE ~0' 'ROM 219. 3' TO 222. 4' 225 - SANDSTONE 7c~* FROM 222.!o' TO 225.1' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34r (Sheet 3 of 5) Log of Boring B-18 Rev. 0
~ ....zo:.,
0 ~ BORING B-18 CONT' 0
-o:
s"'
~~ l-ABORATORY 0 i:::~ cc Cl..~ "'"'
u>
§~
0:-' TEST DATA 0:0 0:
-z c,. ~I( "'" ~I( "- ~ 0:
SYMB0/..5 DESCRIPriONS
"'o
- z
~
225 SANDSTONE 2c:* FRO* 225. I' TC. 226. 'i' 83 CCAL: BLACK: SHALEY: LAMINATED TC THirl BEDDED. f-- 835 >T":'rST~SE: >'DIL'" ~RAY: SHALEY: SANDY: LAMitlATEO TO MEOIU~ c*cbc,** lriTERBEDDEO WITH SANOSTC:;E: LIGHT BROWN ISH-GRAY: FitiE-GRAINEO: SILTY: CALC~AMINATED TO THIN eEDDED: 230- AND S~ALE: "£01UM GRAY: LOCALLY SLIGHTLY CARBONACEOUS: CLAYrY":""'H I NL Y LAf'ol NAT ED TC THIN BEDDED. SllTSTOtlE 7!' AND SHALE 2S~' F'ROM Z26.~ 1 TO 23l.C 1
'r--830 SANDSTONE 10' AtlC SHALE 30~: F*~~ 231.0' TC 24C.D'
'IL1!""EqQUS SOF'T ::LAVEY SHALE LA"UNAE i='~'C~ 23l.S' TO 2Lt0,C' 235- 0 100 9 1--825 240- Sf'ALE GRADES OUT AT 2I.C.O' SAIIOSTONE 60~* AND SANOY SILTSTONE I.C~' >*OM 21.0.0' TO 2'i7. 5' 1--820
.245- 3.1 xiO"I 100 88
-815 250-
- 810 255- 4.4xl0" 1 SL I ~KWS I OED >RACTUR.E AT 257, ~'
0 93 77 6C
-805 LI~IE':TC::(: Lr:;*.~-r "ll'JE ~~A': 70" ~~.r~~~t!"liC -:.-*:1*'"*
o*-*.-SiOtiAL "C'1"0ED LIM(STO:;E PEBSLES: SHALEY:T~IN TO ~EOIL'~. 9£COEO: INTEqSEOCEf. WIT~o~ SILTS*:-*:E: ***E:.:!t._*t.. (..*.:.:-< .. qAY: 260- S* .:..tEY: SAUCY* =t.L:.~::\EOUS~E: *2 T"'\ ~t:~~~. i.IMES7G~E LAYERS F'rtQ~. :57.3' TO :S/.7'. ;*~\.1M tS8.i.t 1 T::
-800 258.2' ANC >RO" ~58.8' TO 259.1' TONGAN:~ IE . EMBO
!:!t..L£: :-\EOIL'"' ~ARiZ ~R:.': THitll~ ~;.~.*::~:.TE:: ltlTER8EDOED \rfiTIJ z0 265- 2.0 xl0" 1 --s":r""STCt:E: LIGHT GRAY: FINE-GRA"I(:l: ~CCALLY CALCAREOUS: ;:::
99 92 [AiiliiAf£. TO T>IIN eECOEO: ANO SILT:TCNE: MEDIUM GRAY: < c.. MlrACEOUS: I.A~INATED TC MEDIUM BECOEc. :::E
- 7'95 a:: ~
~~Mon~~~l'~~* ~~"~ 6 nTSTONE 20: >RDI' ' " * ' ' T O 271.9' 0 0 a::
30 FRACT'..:C::E .:.-:- ?61. i' 2C° FRACT'!!;< -~ 262.6' a:: 1:> 27'0- *,0 SLIC':E~S'"': >RACTURE AT 2~3.2' w 1:> t/) C. I' BRO;'E*; ZONE AT 163.1.' z <
..../
f-7'90 < 1:> SANDSTONE 10* Ar;C SILTSTONE 20~' FRO~ ~ 71. 8' TC :82.9'
....a::
t/)
~
0 Q 27'5-100 42. OCCAS 1ONAL SOn CLAVE SHALE LA~ I NAE >ROM 275.2' TO 28 I. 0' f- 7'85 280-
* .. ,~ O.O'i' BROKEN ZONE lT 282.6' f- 7'80 SA~OSTONE 2 5:. MID SILTSTONE 20~ FROM 282.9' TO 290,4' 285-99 91 1- 7'7'5 'iERTICAL >FACT'J~E FROM 288.1.' TO 288. 7' 290-f- 7'7'0 295- 0 99 99 s:.*:OSiC*;~ LESS T*~.:.~: c:~ .3.'lC SHALE' : 'i. 7~TONE 10~: ~P.O"' 2~E.~*
323, CI f-7'65 Rev. 0 300-WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34r (Sheet 4 of 5) Log of Boring B-18
- ~i::"
~~ ~~.....
300 L.AIIOIIATORY TEST DATA 0
~
i::i::"
~~
~~
~
~
~760 SYM60L.S
~
""-~
-~
.BORING B-IB CONT'O DESCRIPTIONS CARBONACEOUS SHALE LAYER FROM 30 I. 7' TO 302.0' a:Z I
L&J2 uw cc cou
-z c,.
=~
J C>i- ere.. 305- 100 84
~~
a: a:
!5::::.
B:i1 310-f- 755
-ij
~
WESTON MEMBER SHALE: MEDIUM DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY
--ciRINATED. liit Qlt:>
f- 750 315 BORING COMPLETED AT 310.5 FEET 011 6*25*73. CASI"'G USED TC A r:'\C'DT~o~ OF' 7. 7 ='~E*i, GROUNDWATER LEVEL RECOROEO AT 5. 7 FEET ON &*29*73. THIRD PIEZOMETER INSTALLED AT AN INTERVAL FROM 5.0 FEET TO 10.0 FEET ON 7119/74. SECOND PIEZOMETER INSTALLED AT AN INTERVAL FROM 19.0 FEET TO 35.0 FEET ~N 711~174, FIRST PIEZOMETER INSTALLED AT AN INTERVAL FROM 7".0 FEET TO 105.0 FEET ON 7119174, PIEZOMETER READINGS ARE PRESENTED ON TABLE 2 ... *29. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34r (Sheet 5 of 5) Log of Boring B-18
,. BORING B-19 u"'
-a:
- .......0
- Z:::>
LABORATORY !ffi SURFACE ELEVATION 1092.2 cc TEST DATA : <.>> 1:0 0 0 a: IOU
-z
~ ""::!
DeSCRIPTIONS =~
- i;z 16 I ;.:., :;;u~\~, CLt.Y~l SILT 'r.'ITt-: t~t..:E or St.:~
MATte. I!L. f- 1090 : ... :.'r :e;EE 1: t-*Eo.*:.~= LWE'ST'):-;E: t~£~/u~* GR.C.Y: t'JNE*GRAIN(t: ro:-:SILIFE'J::~US: LOCALLY
- 94 32
~!=.£:-' T~ :J:.::.: EL:..Oi..'IS'"'*C*~~!:Gt JL::Ks~r:
T!-11'. T.: £:It*~* p:,c ~: t-'E,..et=- EE:t-H*: SL*e:c:n*.
- .Lo:::; st:01Nr: 0 LAtiES:
~Tr.:.;:i~~£5 It: SASAL C. :*.
z
,..E'Cil"' SARI< G";:;AY: CALCA~E'C'US TC' V[I!'Y CALCAR(OL'!: 0 f- 1085 s~o~:.t::
---sl!G~l!.." s.:.*:::Y: L':CALLY (LAYE'"* ir:Tft::EEC*DEC WIT~ SAr;(lSTCIN(: ;::::
LIGHl GRA'I': SILT'!': ~INE*GRAIN(C: CALCAREOUS: LA~q~ <
- a:
T~l!; ~E~r'E:. 10 CAL CARE~*~*: s:.NCST: :;E ~~~ rR(\M 1...: * 'TC 1 1. c
- 89 31
- c. 2' E=.:*<E:. Z:;[ :.T :- ... I 0
16. SANDSTONE LESS T~AN :* ~RQ,.., ll.C T: :'f..2' f- 1080 < 0.2' BRCKE" Z~NE AT 13.!:' :.:
~
IS - z
¥ 17.3' f- 107'5 "iQ; 85~*
20 - 97 97 f- 107'0 25 - CL.6YE'f' !lt'nwo['l ZCI~E n~r,.,. 2S.2' ~.; . 5.9' Ht;.****,o.:-:~ *~P'BE~ 1- /065 :~,.:.LE: ,.~[tJI'."'" 0.6~** Gt-:A':: c;.; .".:01:[""~:~ *:* 'JE'PY CALCAREOUS:
"-i!liNLY LAMII:ATE~: OCCASIONAL \!.*:5' :*ALE YELLOWISH-BROWN DOLO~ IT IC COI:C~rT IONS.
100 65 30' - 60° ~RACTURE AT 31.~' CLAVE~ ZONE ~RO". 31.4' TO 32. I' f- 1060 35 - Sr..tALE: !-~~0 I LW ::_,o.: r.~:. '* ~ V£1:1" C.O.! C:.P EC!.!$: F'CSS ll I F'EP.Cuc- *
---r;::II;LY LAt-'.Hi~"':E: ":'~"~It; BECOE::; tt;TE~BECCED WITH 1- 1055 '-I"ESTOO:E: "(DIU" GRAY: SHALEY: FOSSILI~EROUS; LAMINATED
~ BEODEO.
l IMEST':!E 3C' i='P.Ct* 3L.. 8 1 TO 38. 9' 100 B2 0. 5' S;".OP\EN ZONE t.7 3*,. 5' 40 - L.IHE$iV:-iE hie~* ~~or.-, 3C.9' TO 39.5' LI~~ESTONE 4u:* FRO" 39.5' TO 43.6' f- 1050 LIMESTONE IOC' ~RN* 43.t' TC 44.2' 45 - LI~~STONE 5C: *~~1-;4'-.2' TC 47.3'
- 1045 *LATTSfllUTH HEMBE<
LII<EST~*:E: '<EOIUI' .I *. H; GRAY: ~INE*GRAINEO: ~OSSILIFEROUS: z 0 100 47 ~0 HEOI'j*** SE:OEO: L "IESTUNE BEOS SEPARATED BY 50 - 0.03' T: i.C' *AYreS ~r SHALE: HEOIU~ OARK GRAY: fi
- 1040 CALCAREOUS: 'C*SSIL IFERO~S: THINLY LAMINATED. :!:
a:
, 0.3' S~ALE LAHR ;~:~ 48.0' TO 48.3' 0.1' SHALE Ll.\Eh .:.7 5i.2' 0 16.
0.4' SHALE Llo"IER <~C" 54.2' TO 54.6' 55 0 1.0' FOSSILIFERO~S SHI.LE LAYER FROM 54.8' TO 55.8' < I>J
/035 a:
0 0.05' CALCITE LINEC VUG AT 60.1' 60 - 100 66
~*
ld
- 95:. - 1030 "EEBNER MEMBER SHALE: CR~' I>~*ELACK: CARBONACEOUS: SL ICHTLY CALCAREOUS:
"-illiNLY LA,INATEO.
(..0 ~I
=..:...
65 - I c:
- l.o~*
l EAVE!MORT~ fi[MB[F.
- 1025 LI~;~~Zi:~ MEDIUM GRAY: ~INE*GRAHIEO: ~OSSILIFEROUS: T'"'~-~
~!!YDER~'ILLE !-'EMBER 91 47 S~ALE: CL IV[ G~AY: VERY CALCAREOUS: CLAYEY: LAMINATED TC TH "'
7'0 - ~DDEO: CCC AS IONAL LIGHT r.P.AY liMESTONE NODULES. SOI'T CLAYEY !CUE ~ROM 66.3' TO 6 7. 6' 1020 los" ~RACTURE AT 72.3' Rev. 0 7'5 - WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34s (Sheet 1 of 5)
- Log of Boring B-19
..... BORING B-19 CONT'O 0
L.ABORATORY ~¥ c, Zll: 0 a TEST DATA t,U e* 11:0
~~ "
~u
... " SYMBOLS DESCRIPTIONS LIMESTONE: LIGHT GRAY TO YERY LIGHT GRAY: FINE-GRAINED:
FOSSILIFEROUS WITH FOSSIL FRAGMENT BEDS: THIN TO THICK
~ 1015 BEOOEO: OCCASIONAL r.REENISH*GRAY SHALE PARTINGS OR LAYERS.
100 ,.; NUMEROUS GREENISH-GRAY SHALE PARTINGS FROM 74.2'TO 76.8' NUMEROUS GREENISH-GRAY SHALE PARTINGS FROM 79.0' TO 80.7' 80 - 1&.1 I&I(L z:::~* 1010 3:0
<a:
- z:o en 85 - SHALE'! FROM 84.7' TO 85.5' 0.1' GREENISH-GRAY SHALE LAYER AT 85.4' 100 7~ ~ 1005 NUMEROUS SOFT CLAYEY SHALE LAYERS FROM 92. l' TO 96.2' 90 - SHALE: MEDIUM DARK GRAY: THINLY LAMINATEil: INTERBEDDED WITH 1000 --1:"rnSES OF SANOSTO,.E: LIGHT GRAY: F INE*GRAINEO: LOCALLY CALCAREOUS:-r::Fm!ITEO TO THIN BEOOEO.
SANDSTONE ZO" FROM ~l. 0' TO 97. I ' 95 - 99 56 - 995 SANDSTONE 50l! FROM 97. I' TO 99.0' /00 - SANDSTONE 10~ FROM 99.0' TO 100.0' SANDSTONE 40" FROM tnO.O' TO 100.8' SANOSTOtlE 1~ FROM 100.8' TO *102.5'
..!..QLl' 990 SANDSTONE LESS THAN 2); FROH 102.5' TO 107.3' ld
- an::
/05 - 9!5 82
~ 985 W1LL I AMSBURG CCAL BED COAL: SLACK: S~ALEV: THIN BEDDED.
'S'm[LE: GREENISH-GRAY: CLAYEY: VERY CALCAREOUS: LAMINATED TO
--n:IIN SEOOE~.
/10 - 20° SL 1CKEIIS 10£0 FRACT~RE AT lOS. 5'
~ 980 30° SL 1CKENS IDEO FRACTURE AT I I I. Z' NUMEROUS LO\*l *:lGLE SL\C;(EflSIOEO FRACTURES FROM 112.5' TO 113.2' BROKEN CLAYEY ZONE FRC~' 113.5' TO 115.3'
/15 - 96 ~8 AMAZON lA ME~SER SHALE: GiiEE~!I SH*GRAY: CLAYEY: CALCAREOUS: THINLY LAM I UATEO:
~ 97'5
"-'lm"ERBEOOEO WITH L I '"EST~'!E: L I GHT ~= EE!I I SH*G~AY: SHALEY: z FI!!E*G,AI':EO: L*M~ !'EOIUH SEcCEO. 0 SHALE 90~ .. :-_,_~~ 1 1 ~.-' r.:- 1 1 7.1' ;:
SHALEY L ,,..~ESTO~lE l('C' 117. 1 I T':'* 3I
- '!)lj~l i ~~. <
120 SHALE 1cct =-r.oH 119.3' ro 12o.o* :::& IRELAND !<E~SER a: CL
- l SHALE: '*'EOIL:~., !:'-R:I( G~AY: T~.;r*:~y L,),~I':ATE:: I~ITE'C:9£00Ee \*liTH 0
~ 97'0 ~NOSTt;*:£: L I Gi-lT r,~.1Y; ; I t~£-G;\A I~:EO: ~CCALLY Cl.LCAP.EOUS:
II. 0 a:
~ T::: TL:p: ~"£:::£~. 0 SAt;OSTC~:E 1\:- :-::cr* 1 ~*;.:* TC 12".6' 125 100 65 tiUME~OUS SOFI O:l.l.YEY s:..:lLE LAVEr::tS SHALE LESS r:..:.:.:. ~- =""': 12!...: * -:-
~="OM 12':1.i' TO 121.7' n ~ ...
- 1&.1 u
z II)
~ 965 1&.1 a: ..J 0
~
- )
0
..J 130 .!.1..Q..:.Q.'
Cl ld
- 31~ T~IN SEOOEO.
~ 960 *:CAL: BLAC :: ; '"LEY:
'Si!TSTO*~E: *.*:')I'Jf*1 /jP:AY: HIC.!CEGUS: LM'"~AT:'D TO T!.fiC'~: :EDUEO:
~~ ... :*E~ *.-.IT~ ;.1~.CSTC~l::: LIG:-ii c;~.:.*:: ::'ltiE-t,;:-'l'l~C:
91 6~ L .~LIY :'L::.RE~L*~TEO TO T'il" HCOEO: *!!C ;~*LE: 135 - ~Cn MEO' :-..:.~~: *:ii'.AY: LCCl.LLY CLAYt'l': i****:LY LA.f*:t: ..Ht::.:--
....... .:.*::** s .. ;.Lf l~C~ =-~:::** IC:Z.C' TC :~2.:"'
SILT'5T~*;e: ~C .:*.~* c;.u:OSTOr:E S'C":' ~=~f-1 !*:~. ~* TO 13!:.?'
~ 955 SANOSTC*:E 3 ..... .:.~: 5-ILTSiC:--.E 70~~ ri-\01*', '1:.-:* 1'~ l~.o.;, 7' 140 -
1- 950 95 58 145 -
~ 945 SA:.;US'i:.£ ;(- ..:.*:' ~~AL£V S*L7Si:'IE ~*:* =-:-: .. ':..~ *~.:.. 3'
~cr::.s::*:AL <::;:"r :*_.:..,.~** s:..:.lLE I.A~***;,},E :-:-**** *-s.s* *c;c. ;*
!50 - WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34s (Sheet 2 of 5) Log of Boring B-19 Rev. 0
<: BORING B-19 CONT'O Cl
~;::: L.AB.ORATORY 0 i:::i:::
~~ TEST DATA ' 0
§~
~L( "' ~L(
..... -..J"-
SYMBOt.S OESCR!Pr!ONS
~
/50
~940 96 0 155-r-935 160-NUMEROUS SOn CLAYEY S"ALE LAYERS ~o~u 16;. C' TC IEJ.. 9' 95 19
'r-930 SANDSTONE 5~ ANt S!o!ALEY SILTSTO~l[ ?C* F"~C"' i6J...3' TC 179.3 1 165-r-925
/'TO-100
'r-920 33*
17"5-
'r-915 OCCASIONAL SOn CLAYEY SHALE LAYE*S rRQu 178.9' TC 182.9' SANDSTONE GRACES Cc*T n 17!:. 3' SHAL[Y SILTSTONE 7C*: ~ROu. 179 3' T: '8Z. 9' 1
180-100 50 t-910 z0 i= C! ~ 185- ::; ::l c:: 0
'r-905 0 a:
lo. c:> OCCASIONAL SOrT CLAYEY SHALE LAYERS ~~Ou 188. O' TO 198. 7' Ill 190- IIJ 0 C[ z ..J c:> 100 4 900 IIJ a: ::l 3: 0 C[ Q 195- ..J t--895 200-94 64
'r-890 205-r-885 210-1-880 ROBBINS MEMBER 100 97 ~: OARK GRAY: SLIGHTLY CARBONACEO'.,!: l"INLY LAMINATED.
215-t--87"5 NUMEROUS SOrT CLAYEY SHALE LAYERS FRO!' 219. 7' TO 221.6' 220- 93 46
~87"0 225- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34s (Sheet 3 of 5)
.~ Log of Boring B-19
.. CONT'O ""'
BORING B-19 -o: L.ABOitATORY
....~
zo: Q a
..-z cc TEST DATA U>*
O:Q
~~
0: ......
~
C:a 0: "'o
- Oz STMIIOLS DESCI,PTIONS
~ 865 0.1' PALE YELLOWISH*BROWN OOLOMIT,!C CONCRETION AT 229.4' 100 57 230,_
860 "ASKELL ~Et'BER LI~ESTONE: MEDIUM LIGHT ~RAY: <<NE*GRAIIIED: roSSILirEROUS: IAISJ 10 MEOIUfA SECCEO: SMALEY *~ BAS.\L 0.3 1 235 1/1 NLANO w£~8 E~ SANDSTONE: LIGHT GRAY: "NE*GRAINED: ~ASSIVE: SLIGHTL'I
~ECUS: LOCALLY C~OBCNACEOUS: T"l~~ BEDDED: SHALEY AND i1 90 i- 855 ~ass 1L 1FEc:ous * ~ *.*PPEP: o. 3.' .
240,_ SHAlE: GREENISH-GRAY: CLAYEY* CALC~REOUS: THINLY LAM!'IATEO: 7 2S:'~~~~~~~~~g~~ ~~,~~~:~ ~~ ;3~.~* 1- 850 1$" SL !CKENS I CEO *oACTURE AT 24 I, 2' WESTPHAL lA WEWBER LI~ESTC,E: L'GHT OLIE GRAY: 60~ ruSULINIO F'OSSILS: SHALEY 245 - ::II IQ -4EOUE*IT ':;RE'E'JISioi-GAAY SHALE ~ART"HiS QP LAYERS: Tioi!N
-845 TO ~EO! uM BEC0£0.
100 81 250 - TONGANOXIE wEwBED 51LTSTC*!E: l...:i""T Clt~EIISH-U~lt.Y !i1U01G T: "'!:)11,.'-.. GRAY !IElCW
- 840
~.
WITiol v*:~::rc~s.
).U~OS~C'-1£:
CALCA~:.-i*:AT0 OAAK G~AY: fo.:*:L~ L*GWT
~~.VI'!ATEO (j~AY:
',..11.1 1 '/ATE~.
TC T~*~' HODED: ":Tt*SECOED
~IE*~~A**:£:1: L~CALLY TO T'WtN BECO~Q: .1fl0 St-~AlE: "'EOIU,_.
255 - SANOSTONE 20~ .H~O S""AL:' ~e* ='llC~ 2:0~.2' ""': :n.:.*
- 835 99 70 Cl.
- )
260 - z 0 a:
- 830 0
;: (!)
a: "'< 265 - ...0 ..,j (!)
- )
97 40 - 825 ::_.:. 'r ~._ 27. :* ...a: 0 Q z (!) 27'0 - < a:
~ 820 .. "'
27'5 -
- .1s r:*:.lL !: =' .. :7.,' :*
100 41 1- 815 OC" =-=:.c"!':.::: .:.1 280,_ i- 810 285 - 100 :o 1- 805 290 - I- 800 295 -
- oo 23 I- 1'95 300 - Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2. 5-34s (Sheet 4 of 5)
Log of Boring* B-19
~ BORING B-19 CONT'O .~i::: L-ABORATORY c ;::i:::
C<.~ ~~ 0 TEST OATA '
~L( "' ~L(
"- -..J ' - .
~ SYMBOl.$ DeSCRIPTIONS "'"'
,_o
.,z 300 7'90 305-IOC 90 f--785 z
~
3/0- 1-c..
- > 0 7'80 a: a:
0 C> 100 eo 315-a: Ul loJ < f--7'7'5 C> z ...J C> a: 1- 0 320.- 100 e5 Ul c f--7'7'0 325-f--7'65 !i!i! li 50 40 330-
._760 335 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34s (Sheet 5 of 5)
Log of Boring B-19
Su ..... za: 0 BORING B-20 I.AIORATOIIY .."'li,
;;: 0 SURFACE EL.EVATION 1134.5 u> 0 TEST DATA a:o a: COORD I OATES: N 593229.2 E 279))09. 7 a:
~ SYMBOl.$ DESCRIPTIONS DARK BROWN SILTY CLAY WITH TRACE OF AND ORGANIC Ill MATERIAL (TOPSOIL~
r- /130
- 16 I GRAY ANO ORANGE SILTY CLAY WITH SOME SAND.
5 DON I PHAN MEMBER SANDSTONE: MODERATE YELLOWISH-BROWN: FINE-GRAINED: SILTY: 10 - 68 17
- 1125 wELl CEMENTED: VERY CALCAREOUS: SLIGHTLY WEATHERED: THIN TO MEDIUM BEDDED.
VERT I CAL OPEN ""ACTURE FROM 6. 7' TO 7. 2' SHALE: GRAYISH*OLIVE TC ~EOIUM GRAY: CLAYEY: SLIGHTLY
---ci\.CAREOUS: LOCALLY SLIGHTLY SILTY OR SANOY: THINLY
- 1120 L.AMINATEO.
VERTICAL FRACTURE FROM 8. 5' TO 13. 5' 70 30 15 - SANDSTONE: MEDIUM GRAY TO GRAYISH-ORANGE: VERY FINE-GRAINED: LOCALLY VERY SILT'f: SLIGHTLY CALCAREOUS: LAMINATED TO HEO I UH BEOOEO: I NTERBEDOED WITH SHALE: HEO I UM GRAY: CL.AYEY: THINLY LAMINATED. --
- 1115 SILTY SANDSTONE 100~ FROM 11*.3' TO 1*.6' LENTICULAR SANDSTONE 25:1: FROM 14. 6' TO 16. 7' 20 SILTY SANDSTONE 1001: FROM 16.7' TO 18.~'
SANDSTONE: DUSKY YELLOW: SLIGHTLY CALCAREOUS: FINE-GRAINED: 100 82 l ... CACLl SILTY: THIN TO TI*IICK BEOCEO. 25 - - 1110 Ben: HEMATITE CONCRETIONS FROM 23. 5' TO 23. 7' 45" FRACTURE AT 25.3' z 0
- 1/05
~
a: 30 - 100 BO SHALE: MEDIUM GRAY: GRAYISH-OLIVE OR GRAYISH-REO: CLAYEY:
--r!!INLY LAMINATED.
0 II. z 0 Q..
- - 1/00 ~
35 SANDSTONE: HEO I UH GRAY: S IL TY: SHALEY: rJ NE-GRA I NED: 0 (.)
~OUS: CALCAREO~S: LAMINATE~. _,
11.1 Q.. SHALE: MEDIUM GRAY: CLAYEY: SOFT: CALC>REOUS GRADING TO VERY ::>
-.:ILCAR EOUS AT BASE: 1M' NL Y LAM I NAT ED TO THIN BED OED.
- 1095 0
a: 40 - 99 63 OCCASIONAL VERY CALCAREOUS SANDSTONE LAMINAE GRADE 'N AT 40. 5'
~
11.1 11.1 SP~ lNG BAANC~ "1E~9EO: LIHESTC*<* ~ECIUM LIGHT GRAY: VERY FOSSILIFEROUS: SHALEY: THIN z
-,mtt'. ~
45 - - 1090 SHALE: *EOIU"* OARK GRAY: VERY CALCAREOUS: NUMEROUS SOFT CLAYEY
~ALE LAMINAE: Tl-II~LY L~MINATEO.
- iii SHALE GRADES <CSSILIF!:~OUS AT 4S. S' L~1"1EST':.. :E: "E~It.:~ L:G;.;i ~=AY: '.'ERY ~C!SIL!~E;:!:OUS: THIN 9ECCEO:
~HALEY IN aASAL 1.o*.
- 1085 96 60 SHALE: ~E~IU~ DARK GRAV: 3C~ LIMEST~~IE :-~SSILS: vERY 50 -
-.:ILCAREOUS: LAMINATE~ TO THI* BEDDED.
STULL MEMBER SHALE: ~ED I'!" OAR~ GRAY: CALCAREOUS TO 'l[qy :ALCAR EOUS: T
---rtfCALLY F'OSStL!F'~'~'-'S: ~~TERSEDDEO .,...,,."' 10'.1; SANOSTC'I[:
LIG~T GR"* 0 1!1E*GRAINED: VERY CA~CAREDVS: LJrF!"T1:l'T'E'iTO THIN BEDDED. 55 - - 1080 VERY CALCAREOUS FOSSILIFEROUS ZONE FROM 5'<.8' TO 55.2' SANOSTC':E: ~ ~ ~wT o;~.v: -E -G~A "lED; LOCALLY CALCARE~~S: 100 93 t ... !.A,[V T~ T;.;**j :EOOED: INTE~BEDDE~ WI~ SILTST':"lE: 60 - - 1075 MEOIU,.. ;:lARK. Gfi:AY: S;.tAL[Y: LA,..t~lATECI TO THIN~ SHALEY S l L TS1": !IE lC~* ;:a~ S7. 0' TO 63. 9' z 0 Cl 65 - - 1070 SHALEY SILTSTONE ;:~ '~O~ 63.9' TO 67.0'
~
a: 0 II. 0.0~ 1 S*~n ::l.AY~'t' S~o:AL~ LAYERS AT 65.2' AND 65.9 1 SMALEY SILTST":'~E ::~ =-=op.o 67.C' TO 68.:>' < 100 83
- (065
$1-iAlE: u[~!C"" :~1:1:1( :;:!v: '.'[~Y :ALCAREOUS: FOSSILIF'ERCUS:
--,- .. :*,lY *.lP-"tATE: ':'" ~l.:!'l 3EC*CEO.
~
70 - *JEQY :.:SS!L.:=-r=~t.:S ::-*;~ =-~0"' ;a.~* TC 69.:.0' z Cl
~.C5' ~C:'i :L.:..Y[" ~-.:.L~ LAYER AT '7C. :*
75 - l- 1060 Rev. 0 I WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34t (Sheet 1 of 2) Log of Boring B-20
U"'
..."' BORING B-20 CON~ -o:
LABORATORY
~~
%::0
"'a: a:..J
,.~ <>> 0 TEST DATA ""'
-z
~8 .......
cz
~ a:
SYMBOLS OcSCRIPT/ONS
"'o
- i;z VERY rcSSILirEROUS !O"E rRQ* 7.0' T: 78.8' GRACES SANOY AND SL IG~LY CALCAREOUS >RO* 7S. 8' TO 79. 5' so - 100 96
- lOSS C:AL: BLACK: SH~LEY: LA~INATEO T: TH" SE~OEO.
!!'7XE: ~EO I U" OAR~ GOAY: PLANl
~~I~ATED: lf.;TERBEDOED \orr.' IT"'
FOSSIL I>EROUS: T~ I NL Y SAt!OST':-' 11!: LIGHT GRAY: I=' INE* GRAIUEO: L~:ALLY ~!.LCAREOUS:~t' T~ T'"'IN BEDDED: AND S I L TSTr '!!: .,.~~I U""* GRAY: PLANT :-~S S I l I FEROUS: LAM. I NATED TO ~OED. 85 - - /050 SHALE 100~ F'DC'"' 79.7' TO 8C.2' s:.~:OSTO~JE 11c** Ar~C SILTSTONE 60e.! F'RO"' 9C.2' TO 82.4' SANOSTONE 80~ ANC S I L TSTO>IE 20~: roo" 82. 4' TO 84. 4' S"CALE 100~ I='CIO"' g£.,4* TC* 95.3' 98 66 0. I' CARBONACEOUS S"ALE LAYEO AT 8L. S' MEOIU~ GRAY VERY S4ALEY SILTSTC'IE ICC~ rPOM 85.!' TO 89.2' 90 - 104S 0.1' PALE YELLCWIS~*PROWN OOLO*ITIC :c*;CHTIQt; AT 87.3' SAN~STONE 50:; AND S~ALEY S I LTSTCNE 4C:; rROM 89. 2' TO 93.0' SHALE 90:1: AND 5HALEY SILTSTONE 1c:: rRQM 9!.0' TO -';7.1'
- NUMEROUS SOn CLAYEY SHALE LAMINAE rRO* 93. 4' TO 95. 0' 95 - - /040 z
SHALE: MEOIU* OARK GRAY: CALCAREOUS TO VERY CALCAREOUS: 0 100 79 ---r!:fCALLY F'C'~SILIF'£RO~S: T"'I~!LY LAMHIATEO. ;::: VERY roSSILI>EROUS LAYER FROM <;7.1' T: <;;.3' < 100 - 1- /03S CLAY CREEK MEMBER
- e lr LI*ESTCNE: MEOIL'M LIG"'T G~AY: FI*IE*G~AINED: FOSSILIFEROUS: 0
--mn>TO ~EDIL'w BEOOEO, VERY S~ALEY IN UPPER 0.8': II.
OCCAS IONA~ ~ED I UM DARK GRAY S~ALE PART I ~GS. 11. HORIZONTAL CALCITE*LI>IEO OPEl/ !'RACTURE AT 102.9' <
- l
- 70° OPEN FRACTURE FRO~ 102.9' TO 103.2' 0 1- /030 lr 105 VERTICAL CALC ITE*"'EALEC FRACTURE FROM 103. 5' TO 104.8' ~ C)
JACKSON PARK ME1<8EF. z LI~ESTO.,E: LIG"T GRAY: FI~E-GRAIIIEO, THIN TO MEDIUM BEDDED, < w 100 90 ~01/E LAYERS SEPARATED BY 0.02' TC 0.4' IRREGULAR :.: w LAYERS OF S"ALE: ><EDIUM GRAY: VERY CALCAREOUS: DENSE: z 3: 110 - I- 1025 TH I NL Y LA-m:mO. <
- r
(/) 115 120 99 99 1- 1020 I- /015 LI"'ESTONE, ~EDIU~ LIGHT GRAY: FINE*GRAINEO, FOSSILIFEROUS:
~ eEOOED.
SHALE: MEO I UM OAR K GRAY: SILTY: SANOY: VERY CAtCAREOUS;
--rnsSI~IFEROUS; THIN~Y LAMI'NATEO.
- /010 HEUMAOER MEMBER SHALE; MEO I UM DARK GRAY; CALCAREOUS; FOSSILIFEROUS; THINLY 125 - ----ciHINATEO.
100 95
~lC~~~g0~, D~~~N G:~6bE~~% ~IMESTONE 130 -
- /OOS FOSSILS; VERY PLATTSMOUTH I<EMBER 1
z LIMm~~f; ~~T ~u~o L~~~u~R~~bo~6~E;~~~m~br6°~~i~ ~~~~~~; a.:~ MEO IUM DARK GRAY: VERY CALCAREOUS; FOSS I LAH I NATEO. LIFEROUS~LY w< cr::e 100 100 1- /000 SHA~E LAYER FROM 133. 9' TO 135. I 0 ocr 135 *- 0 II. 0.1' SHALE LAYERS AT 135. 7' .136.0' ANO 136.2' BORI~G COI<*LETEO AT 137.6 rEET ON 7*10*73. CAS "G US~O TO A DEPT" OF 7. C >EET. G!'CUNOWATEF. LEVEL RECORDED AT II. 6 FEET ON 8-11*73. TH IRO PIEZOMETER I NSTALLEC AT AN INTERVAL FROH 21.C I'EET T~ 2~.0 FEET 011 7*26*73. SECO~O PIEZOMETEP. INSTALLED AT AN INTERVAL FROM LI.O F"EET TC 81.C FEET ON 7*26*73. FIRST PI EZCMETER I NSTALLEO AT AN INTERVAL FROM IOI.C FEET T: 114.0 FEET 0>1 7*26*73. PI E!OMETER READINGS ARE PRESENTED ON .TABLE 2. 4-19. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34t (Sheet 2 of 2) Log of Boring B-20
- L.ABORATORY TEST DATA za:
a:o 0
"'"a:
0 0 a: BORING 8- 21 SURFACE EL.EYATION 1117.8 COORD I NATES' N 585976. 0 DESCRIPTIONS
£ OAR K BROWN SILTY CLAY* WITH TRACE OF SAND AND ORGANIC MATERIAL (TOPSOIL).
28082~2. 2
..,-a:...
- Z:::>
a: ...
-z
- ~
~z 1115 MOTTLED GRAY AND ORANGE SILTY CLAY WITH TRACE OF SAND.
5- JACKSON PARK MEMBER SANDSTON£, WEATHERS GRAYISH*ORANGE: FINE TO VERY FINE*GRAINEO:
~LY CALCAREOUS, LIMONITIC' SLIGHTLY WEATHERED, THIN TO 100 IS 1110 THICK BEOOEO.
0.05 1 SOn CLAYEY ZONE AT 6.3' 10 - VERTICAL HEMATITE STAINED FRACTURE FROM 6.3' TO 9.8 1 , LOCALLY
. CALCITE HEALED FRO" 7.3' TO 9. 2' LIMESTONE, ~EOIUM LIGHT GRAY, CALCARENITIC, THIN BEOOEQ, WITH
----rll'rmEOOEO 0 ISTORTEO SANDSTONE LAMINAE.
100 38 1105 SANDSTONE, wEATHERS GRAY I SH*ORANGE, FINE TO VERY FINE GRAINED: liPIJNIIIC, SLIGHTLY CALCAREOUS, THIN TO MEDIUM BE00£0, WIT" OCCASIONAL 0.02' TC 0.15' LIMESTONE CONCRETIONS, < 15*- GRADES VERY SILTY IN BASAL 2.4' X
- 0. 5' BROKEN ZONE WIT* VERT I CAL FRACTURE AT 14, 5' 0.05' HEMATITE STAINED NODULE AT :8.o'
//00 DISTORTED THIN LAMINAE OF VERY LIGHT GRAY CALCARENITIC LIMESTONE AND MEOIU~. LIGHT GRAY SHALE GRADE IN AT 19. 7' 20 - 93 61 HEUMAOER MEMBER SHALE' MEO I UM LIGHT G~AY, WEATHERS YELL'JWISH*GRAY'
/095 --cltLCAREOUS' CLAYEY, THINLY LAM I NATEO, FOSSILIFEROUS WITH OCCASIONAL LIMESTONE LENSES IN BASAL 9.8 1
- 25 - ,
SOn CLAYEY SHALE 1'RO~ 20.8' TO 25.8' OCCASIONAL 0.03' TO 0.1° LIGHT OLIVE*GRAY DOLOMITIC CONCRETIONS GRACE ,_AT 25.4' OCCASIONAL LAMINAE OF ~: MEOJUM LIGHT GRAY WEATHERS
/090 GRAYISH*ORANGE. CALCARENITIC, LAMINATED, GRACE IN AT 25.9'.
NUMEROUS SOFT CLAYEY LOVERS 1'ROM 28.5' TO 35.8' 30 - 100 54 0.05' BROKEN ZONE AT 29.9' 1085 II.
- l 0.25' SOn CLAYEY SHALE LAY£0 AT !l..L' 0 35*- 0.1' SOFT CLAYEY S-ALE LAYER AT 35.5' a::
NUMEROUS SOFT CLAYEY LAYERS FRO~I 36.~' TC 39.8' c:>
- 0. 1' SOn CLAYEY SHALE LAYER AT !8. 6' lol 1080 GRADES H IGHL "( '=ALCAP.ECUS r;"I:!N' 39.8 I lol z
40 - 100 70 SOFT CLAYEY SHALE LAY£~ 1'ROM 40. 5'
- 0. 1 1 CLAYEY BROKEN :ONE AT 41.4 1 TO 40.8 1 ~
- t Ul 107'5 SOF"T CLAYEY ::;.:..LE tt'IC" 43.4' TO 41., 5' z VERY SHALEY l l ~ESTC"lE r';:I;QM 4.1... 4 I TO 4 s. 2 I 0 45 - ;0us i=
SOn. CLAYEY. :ALCA~ SHALE FROM 4 5. 2' TO 48. 9' 2""a:: 107'0 0 ss p.*£~9ER '"' 50 - 100 PLATTSMCUT"' LI"ESTC*;£, "E~'L'" GRAY* <*NE*GRAIN£0: FOSSILIFEROUS; THIN TO c
~ BED~EO, WITu I~!TERBEOOEO SHALE' MEDIUM DARK GRAY:
CLAYEY: CALC!l=IE'-~~S: T\.i!NLY LAMINIT'!!!'7' ""a:: lol 1065 1 0.1 CLAYEY SHALE LA'IERS AT 52.0' AND 52.3' 0 1 Q.1 CLAYEY SHALE LAYERS AT 53.8' AND 54.1' 55*- 1060 60 - 100 82
~EESNER MEMBE~
SHALE, !'(uiLIM. OARV G>AY, CARBONACEOUS' FISSILE, THINLY
---rit.oi*;AT£0 ;><T- ::,Tr;:~ED'E~ LENSES OF SA!IOSTONE: LIGHT GRAY, 1055 CALCAREOUS, *:E>v <I'IE*GRAIN(O, LAMINAm-;--*
CALCARE~US ZO!iE >I'T" lr" <~SSILS FROM 60:2' TO 60.6' 65 - LEAVPIWORTI.I ,_.E.,.FE~ L "'EST:*:£, L IG"T OL IVE*GqAY: F"IE*GRAINEO: ~OSSILIF'EROUS,
~ ~ECOED.
S*JYOER.V ILLE ~"!""EEC 1050 s.;AL£, *EDIU" GRAY T~ GREEt<ISH*GRAY, VERY CALCAREOUS, CLAYEY,
~CALLY ~~SS!LII='E:::OL*S: LAMINATED TO THIN BEDDED.
7'0 - 90 68 2~~ I='CISSILIF'E'C:CL'S I='~CI'"* 6t...e** TC ~s.o* . NUMEROUS CALC 'TE "EALEC' VERT I CAL FRACTURES FROM 65. 2' TO 65.4'
~~:E~~b~ ~;~o ~~;L~~ -~ =-~~7~~~; 5 ~~~; ~iA~~u~~s 6 fR6~ 65. 9
- ro 69. 9*
1045 C. iS' SOF'T CL*WEY !..AYEP. AT 73.0' 7'5 - Rev. 0 UPDATED s Figure 2.5-34u (Sheet 1 of ~) Log of Boring B-21
BORING B-21 CONT 1 D u ..
-o:
L.ABORATOIIY ..
...zo:..,0
.., 0
- z:::>
cc
,.~
0:..1 TEST DATA U> 0:0 0 0: ..... cou
-z c,.
...~ 0:
S'f'M60l.$ DESCRIPTIONS
"'o
~z 75 TORONTO MEMBER LIMESTONE: LIGHT GRAY TO VERY LIGHT GRAY: F"IN(*GRAINEO:
?USSICJF'EQOUS: L"'CAILY VERY SI-OALEY: ~EOIUM TO THICK 1- /040 BEDDED: WIT>* I'!TEP.BEDOED GREENIS"*GRAY TO LIGHT OLIVE GRAY SHALE LAMINAE.
100 89 3Cl" SHALE F"RC~ 74.6' TO 75.0' 80 BRO~E N ZONE WIT" VERT I CAL F"RACTUR~ F"ROM '5. 8' TO 76. 2' VERTICAL F"RACTURE F"RO~ 77. I' TC 77. 7' 60° F"RACTURE F"~O~ 79. C' TO 78. 2' 1035 F"OSSIL F"RAG~E~T SED I<ITH 9C': F"OSSILS F"RO~ 78.8* TO 79.3' 85 - 0.1' SOF'T CLAYEY SHALE LAYE~ AT 86.1'
/030 90 - 96 62 SHALE: MEDIUM GRAY TO OAR~ GRAY: MICACEOUS: CARBONACEOUS:
--o:MINATED: WITH INTERBEDDED SANDSTONE: LIGHT GRAY: FIN( TO 1025 VEU F"I~E*GRAI~ED: MICACEOUS~ CALCAREOUS:
LAMINATED. 95 - 100 SOF'T CLAYEY SHAI:E F"ROM 90.8' TO 92.4' 10~ SANOSTO~E F"ROM 92.lo' TO 93.1' 40'! SANDSTONE F"ROM 93.1' TO 96.5' 20 SANOSTO~E F"ROM 96. 5' TO 10lo,lo' 100 - 100 27 1020 NUMEROUS SOF"T CLAYEY LAYERS FROM 101.2' TO 104.~' z 0 f- 1015 j: II. I~ < SANDSTOttE F"ROM IO!o.4' TO 106.4' ::;)
- E 0 105 a:: a::
oiLL IAMSBUR'C COAL BEO 0 Cl 10/0 COAL: BLAC~: CALCAREOUS: THINLY LAMINATED TO THIN BEDDED.
~E: GREENISH-GRAY: VERY CALCAREOUS: LAMINATED TO THIN I&J Ill
...I
--rrDDED, C,)
110 99 90 NUMEROUS LOW ANGLE SLIC~ENSIDED F"RACTIJRES F"ROM 107.8' TO 115.1 z I&J Cl
- )
a:: 0 31: 0 f- /005 <
...I "UMEROUS SOF"T CLAYEY LAYERS F"ROM 115.lo' TO 118.3' 115 - AMAZON lA MEMBER SHALE: GRE£NISH*GRAY VERY CALCAREOUS: CLAYEY: LAMINATED: WITh
-,;rNSES AND NODULES OF" SHALEY LIME STONE.
1000 LI~ES'TONE: GREENISH-GRAY: F"*IN.E*GRAINED: SHALEY: F"OSSILIF"EROUS: 120 - ,99 71 lAIN TC MEDIUM BEDD.ED: WITH INTERBEDDED SHALE: GPEENISH* GRAY: CALCAREOUS: THINLY LAMINATED. -- IRELAND MEMBER 1- 995 SHALE: MEDIUM GRAY: MICAr.EOU~: SLIGHTLY CARBONACEOUS: THINI.Y
--v;,MINATED: wiTH INTERBEDDED~: LIGHT GRAY:F"INE*
GRAINED: O!STORTlu LAMoNAT;ONS. 125 SANDSTONE ~o** F"ROH 1~1.6' TO 123.0' SANDSTONE 1~* F"ROM 123.0' TO 124.8' 60RING COMPL,.ETEO AT 124.8 F"EET ON 7*12*73-CASING USED TO A DEPTH OF" 15.0 FEET. GROUNDWATER LEVEL RECORDED AT 11,4 F"EET ON 8* 1 0* 73 THIRD PIEZOMETER IIISTALLED AT AN HITERVAL FROH 5.0 F"~ET TO 43,0 FEET ON. 7*30*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL F"ROM 1.8.0 F"EET TO 60.D FEET ON 7*30* 73. F"IRST PIEZOI"ETER INSTALLED AT AN I~TERVAL F"ROM 71.,0 F'EET TO 91.0 FEET ON 7*30*73. PI EZDMETER READINGS ARE PRESENTED ON TABLE 2. 1.. 29, Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-34u (Sheet 2 of 2) Log of Boring B-21
U"'
~~
zo: "
~
~
BORING P-1 -a: cc L.ABORATORY
- .: " ~l:l SURFACE EL.EVATION 1102.3 u> 0:...1 0
ou TEST DATA ~g "'"
... u 0: COORDINATES: N 585170.0 E 2807000.0 -z
~ 0: ~~ C::l Ql ~ SYMBOLS "'o OESCIUPTIONS ~z 0 P[) .-~--~*E*L*l(*,*.I*S*"**G*,*.*,--CL*>*Y*E*Y*.S*I*L*T--W*IT*H--,*CC*T*.S--A.NO--O*R*G*AN--IC*S. .
(TOPSOIL) 1.:..!' H 100 P I "()TTLE~ ~~C~.,..N li.ND GRAY CLAY WIT._, SOP-~E SILT AND
*7*~-,n-=:.=-...J ~RGAt/ICS ('.'(RY ~T!I='t"\
- w. POl 5-16.5~
0
- I l l . 3 PCF ~ ~ 14818"1 ORANGE A"O BLACK SAND WITH SOME CLAY AND SANDSTONE (HARD)
SILTY SAND {WEATHERED JACKSON PARK SANDSTONE) S
- 6'-39 PSF *ARK MEMBER SANDSTO~E* WEAT~ERS DARK YELLOWIS"*0RANGE TC LIGHT* BROWN*
f-/ 095 --nn:Y7 FIIJE TC vERY 'INE GRAINED* THI" TO MEDIUM BEDDED: 93 37 SLIGHTLY '.lEATHER EC, OCCASIONAL 0. C!' I"TERBEDS OF CLAYEY SHALE. t 0- 0.4' VERTICAL. O*EN. HEMATITE-STAINED FqACTURE FROM 5.5' 0.05' HEMATITE-STAI~ED CO~CRETION FROM ~.o' 19 0
~I 090 LIMESTONE, LIGHT G~AY, WEATHERS GRAYIS".CRANG£o FINE TO VERY
--rmrt:PAIIIEO, LAMINATEC TC THIN BEOCEQ, LOCALLY MODERATELY WEATHERED TO A OAR~ YELLOWISH*~RANGE :ALCARECUS SILT
/.'5- HEUMACER MEMBER SHALE* MEDIU~ GRAY T~ DARK GRAY* CLAYEY* SLIGHTLY CALCAREOUS, 95 93 f-/ --,:m,IUM TO THIC~ BEODED* ~CCASICNAL I"E*.BECS CF SANDSTONE, 085 LIGHT GRAY, VEqy FINE GqAINE0* CALCAREoUS* LAMIN~
GRAYISH-ORANGE. SLIGHTLY WEATHE~E~ SHALE FqOM 1).4' TO 1'-.3' 0.01' PALE YELLCWISH*BROWN. DOLOMITIC CONCRETION FROM 17.4' 2 0-H 080 0 2 5- 100 100
'.-f,07"5
~* MEDIUM DAO.< GRAY, VERY CALCAREOUS* THINLY LAMINATED.
*o- r--<- FOSSILIFEROUS EEL~W lC 0'
'.-/07"0 C.2' '.HIS':';:- l".o~sT:-~lE* LIGHT (;RAY: I!'OSSIL!F'EROUS: SI-IALEY:
~EC'IU~ EE~O£~---.-
0 ::UMEROUS LE':SES !o;~ '.~:~LES :* L I"ESTC.:E GRACE It: AT 33. 7' 5-96 95 H 065 PLATTS,..O*JTL.I ..,;.,.etc LI,..E'ST:.E: L!GPT :-::tv: rc.SSILIFEI:l:OUS: SHALEY: foo!EOIUH TO THICK
~- LI'*'E'5'!':*~E L!"~=S ~E'~Ai=:ATEO ?Y C.CZ' TC 0.5' LAYEP.S 4 0-r--<- OF 5:--'!! ::: "t:~::_,.. !)~::!-< !-:1.0.'-': ':LAYEY: C~LCAREOUS: THINLY LA~~.
z 0 VES,TIC:.L '.:ALC!TE.o.t£Ai..E~* =-~ACTL'~E ~=-:_-*.* ?- . .:...* TC 38.0' f-.1060 7:-. :'~Et.; :":ALC!TE*l~';£.~. =-::.AO:T:.:;t "~0"" 38.0' TO 38.t.* ~ 7~ 0 T~ *.. *> .. ,__ ... o;~: ~~.:.(Tt:P.E t"~Qf-~ ?8. 7' TO 39.£. 1 ~
- 0. Q.C8' -:lAVE"* ~:~.:.L( -tAY[:-. :"!"JI-' kC.C.' a:
vt=TI('.l.L :::.£*~ :-:-.:.:H:;,~ =~-~., L.C.'.?' TC 1..1.3' 0 4 5- C. I~' S~ALE :...:.*:t: '""t.** -3.t: Ll.. 90 63 C.~:* :L,YE ~;:;,lE ~:.*:*:~ =-:.c** 43.4' c f-,1055 ~-.05 1 "::.AYE1 s:.:ALt L.!Yt=- =-=:c~* L..:., ~S' C[ I&J a: 5 0- II- HE£2*1£;1: "'P'S(t 0 SI-IALE: :-:.=.: ~=-.:.' -:--; !!L.\c~*- o':AR!:0s:.CECUS: SLIGHTLY CALCAREOUS: h 1050 --"i'Rl",L" LA"'I':.:.-t:*: ..'ITu ::"~"""t..SIC:~Al HlTERS£05 OF~* 0 1'::-(ISH .. G~l'!: ::.i.~:O~E:'l$: THIN BEO!>EO.
~E.\'..'£'1\*lt'=n.. "E ..*::=
4.4 100 100 L!';*;i *,;:_,:.y, ::-!';( ";"AIN(O: ~EDIUM PEOOEO. 5- I IO"' ~~~*Es*;*:£:
~-- _....... -;: ~*::.LE: :).1R:" :~::AY: CALC.lREC'*\.iS: THINLY LAHitlATEO
=-=::~-* ~:... ::* --
- 1045 ~ I~EST~*:E SPlYCfOV ILL~
r:";!':.l:'E~
*-*:*.o;[e o:c:.~*:.:* * : ME'OIU1-4 !';RAINED BEL0\1.' St.. 7' S~Alf: "'t :*.[ r,::.:_*.: :!',.. ... .!Q[r:.!~ Tt:' '!EDY CALCAREOUS: T)-li~~LY
~ --r'!"'ot*;.lT£0: ,;,.:.\~'";At L 1~*'E$TC'"lE ~~AGMEfiTS AND NODULES.
6 0- ~qo,E*; :"'*~£ *.*.'IT\.l ~=-~'ClL !"'eArT*;R[ i=";iCM ec*.9' TQ 61.'-'
**1 (t:~IC.1L ':'DE*; :-:-,:.."-rt.:c: ~=~" 6~.1' ":"*':' ~~--'
i-.1040
'.'E~Tt;Al .':'t~~~: :-:-:.~i*.*:o: =-::t:~r-' 63.~' TO Eo.:.. =::t 8.3 1 10"1 CLAYEY ~=!C'<E'; ~~*;~ -:-~~** ..... :* YO 65. S' 6 5- 61 61 r:-::C:'lT':' ~*::a.*~t:~
Ltr-'::~T::E. L. 1 !";-'~ r::.:,*.. ~:-*SSJLI~E'c.~*.. s* :1!:£ GRAft:EE:*: ~I-IALEY
.....1035 ~::: ~ -'* :-'E:'P.~*-* TC* Tit!':. ;E:-CIED: """'IT'"l !~iTE~SEDS or
;:;~'.:; c~'.:::~i~~"~', :~*"EY r-, '!Lr.ARECUS* TH'" BEDDEO TO
- =t*. ":'J.TE:l 65. S' TO 05.9' 7"0- '/[QTI:~L ::..:.*~- i="t:At:Tt*~E: t'tfC~
f-1030 49 I 10"6 I 100 72 Rev. 0 7"5<- WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-3Sa (Sheet 1 of 2) .~ Log of Boring P-1
...... BORING P-1 CONT'D.
-II:
l: Q L.ABORATORY iii ...... za: u> Q cc 0:-' 0 cu TEST OATA :1
..~ .....
~8 a:
a: -z
- ~
SYMBOLS DESCRIPTIONS :i;z r-.1025 0. 05' CLAYEY SHALE LAYER FROM 76. 5' 0.1' CLAYEY SHALE LAYER FROM 77.C' 80
,_ 0.01' CLAYEY SHALE LAYER FROM 79.9' h 1020 SHALE: GREENISH*GRAY GRADING TO MEDIUM GRAY BELOW Sl.,l':
--rt'AY~Y: SLIG~LY ::..LCARECUS: THHlLY LA~It.IATE~: ..._'IT~
7.0 l 10"1 INTERBEDS ~F S*t:~STC'IE: LIGHT GRAY: CALCAREOUS: SLIGHTLY 85 97 97 CARBONACEOL'S:~VERY FINE GRAINED: LAMINATED .. SANDSTONE LESS THAI' 10.: FROM 82. 5' TC 85.6' SANDSTONE 3C~ FROM 85.6' TC 87.2' h 1015 SANDSTONE 5C: FRO* 87.2' TC 88.2'
'SANDSTONE 30:: FROM 88.2' TO 89.9' r---t 90 - SOFT CLAYEY ZONE FRO~ 90.9' T~ 92.3' SANDSTONE I 0' FRO* o9, 9' TO ~2. 3' z
0 r-.1010 SANDSTONE 30,, FROM 92.3' TO 97. 5' ;::: 4.
"':Ea:
- )
0 a: 95*- !1.2 l 10"1 100 100 0 C/1 C/1
-.1005 SANDSTONE IC:' FROM 97.5' TO 101.1' L&J t,)
z "'
..J 100,_ 0" L&J :::;)
SHALE 100~ FROM 101. 1' TO 102.1' a: WILLIAMSBURG COAL BED 3C c r-.1000 COAL: BLAC~: ~HALEY: MED IU*. EECCED.
;!llt'CE: CARK G~AY GRADING TO GREEI/ISH*GRAY: CARBONACEOUS:
--n:AYEY: CALCAREOUS: THIN BEDDED.
..J
/05 - 100 100 AMAZONIA MEMBER SHALE: GREEN ISH-GRAY: CALCAREOUS TO VERY CALCAREOUS: CLAYEY:
-----ri!INLY LAMINATED TO THIN BEDDED: WITH OCCASIONAL LIGHT
-.995 GRAY L IMESTOIIE fiOOULES.
Llt-!~ST:J~:;: LIGHT Gi:I.:.Y: SHALEV: ~ltJE GRAIUEC: LOCALLY
~IFE,CUS: *EOIU" BEODEC: V:ITH lt:TE~SEOS OF SHALE:
GREENISH*GRAY: CALCAREOUS: THIIILY LAMINATED. --
/10 IRELAND MEMS[P
~: G;EE"ISH*GRAY: CALCAREOUS: THifiL~ LM"NATEO.
EO<II<G CCH*LETED AT 109.9 FEET ON I0-21t*73. C~S n:G USEC TO A DEPTH OF 10.5 FEET. GRCu:;;:>:ATEF. LEVEL RECORDED AT 5.5 FEET ON 10-29*73. SECc"O PIEZOMETE~ INSTALLED AT AN INTERVAL FROM 2.: FEET TC 5C.O FEET ON 11-13*73.
;:'IRST 0 1EZ.:,ETEF. I'STALLEC AT AN INTERVAL FROM 6l..S FEET T~* S3.C FEET Ot~ 11.;J.73.
PIEZO~ETER RE~DINGS ARE PRESEI<TEO ON TABLE 2.lt*3 i. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35a (Sheet 2 of 2) Log of Boring P-1
-a:
U'" Q BORING P-2 :::> L.ABORATORT i: c.:: za: Q 0 SURFACE ELEVATION 1104.6
..-z.,...
cc TEST DATA "'e
~~ .....
a:o
"'" a:
a: COORDINATES' N 585170o0 E Z807.00o0 c::tl
"'o DESCRIPriONS :Oz 0
.W' w
- 20.4,..
5-0
- 101. o I PCr S
- 1769 PSr H 100 P
- loiS PSI PlRK ME~BER SANDSTONE: WEATHERS OAR K YELLOW I SHoORANGE TO .OOERATE
.!:.E.' ~ISH*BROWN: SILTY: riNE TO VERY riNE GRAINED: THIN TO 5* 100 0 MEDIUM BEDDED: P'OOERATELY WEATHERED: HIGHLY WEATHERED IN 101- .l..j' t-1 095 BASAl 2ol': OCCASIONAL HIGHLY WEATHERED SILTY SAND LAMINAE THROUGHOUT.
II
- 17o7" BROKEN ZO*E **tTH vERTICAL rRACTURE nOM 9o6° TO 10o5' OJ
- II Co 7 Per 60 30 HEUHAOER MEMBEI' SHALE: >~EOIUM GRAY: WEATHERS TO OAR~ YELLOWISH*ORANGE OR
--ml!E!>A1E YELLO\o'ISH*SROWN: CLAYEY: CALCAREOUS: MODERATELY 15 9.~4 I 10" t-1090 WEATHERED: OCCASIONAL HITEReEOS ~r SILTSTONE: LIGHT BROWNISHoGRAY* CALCAREOUS: L*~INAT *o .
100 100 GRACES SL*GHTLY >lEATHERED TC UNWEATHERED AT 11..6' I 085 20 - lL- CLAYEY ZONE roo~ 20. Q' TO 280 6' 25 - 0. 100 100 f-1*080 l!:..Q.' SHALE: "EOIU~ GRAY: 'IERY CALCARECUS: ~~AYEY: THINLY LAMINATED: o,.
- 160 Per --m!MEP.OUS <O~SILS A'IO rcSSIL **AG~E*TS: LI,.ESTONE LENSES
*- t-t07'5 AND NODULES o 30 l"""i-100 100 35 !l29110" 0 -107'0
="! !.TTS""C'JT!-1 "'H'!E~ ll.
LI,..ErT~*!E: ~~~E*;t~u.roav T':" ~Or:..*u G::tAY: F'CSSILIF'E'~OVS *:ERY z ::l s
~:::.**;~:: *-...:**. T: ":"u*~*** ~r::~':: ~1*;!1~1'1T T~ ':.C*1' ':UGS: 0 0 WITI-I O.c~:* *: ::*.~6' I~:TE,eEr'S J~ 5!-!ALE: ~!:>EE~:I~;.~.r,!=J:AY TO a::
065 Cl 40'-*- ~I ,..E~I'..'~' :.10~~ *':':='l": '.'E' 0 Y ".lLCAREC*US -r!!"rlLLY '!FR:Y CLAYEY: iL. c.c* THINL'!' L:.r*'I':ATEIJ. 0.1' CLAY["' So.!ALE
*.~!_.lYE" ;*':.L~
- .:.vt~~ F'ROM 3c;?.0'.
*_J.'!'~!' =-~:-:~ !..1.9'
- 31) ...
- ANO .:..1._1'
- E a::
0 UJ z c.:* :!.:"p* ._..:.-;p. :..2 :-*
~
~:.~.:.:....t ::-!lo~
rc '0"" 100 60 *:ur~r::::t.:: .~::-***.:.:... .-*~t*! A*:~."'!.~*~£: =-o:~tr.~T:.::~:s =-~':",..I.~. -:-*
,-f,060 -J.-. ::1:
en 45 3o17110"T C. i~' .!=i"~.:.i. :~:!~:* !':Plt.CT'..!IH =':!"'"" :..~.6' "'a:: UJ 0 Z.. I' !~~£ ~F' !l~q IT[ :P(D!.ACE~'ENT *~r r'OSS !LS :'DC~ ~o.S
- .t£:'!£10 ~-*:~*t::
IL- H 055 su.l.L£: :!..:.:-. *-::-.:~*"" r:t'tr.¥ PI uoo~o. -::.:* ::.usc~JAc::* s* 50 - - -..~.i,.~.:.=~*:*.. I NT:=-2£:1 ~ =' ~
'!... ~;Tc*:E:
T'-'HJL':' L!ot-~'!;,nEC;, :('~.:.:. *:~*~~L
~R.C'i<tN 13~:.G:. .:.** lA,..!tiATE:.
.. :.:,:.;E~I,..COIT* '*'!'*'! ~: ----
- .I"'~ST."'.\E. .._-~-!" -j;:=**:..t: ='*~SSILI~ER.CUS. F'~f T:< Ito*, :**J(
~C: *-*~~ ..*** ~E~:EO: :ASAL C.3' '!COARSE c;u:NE~:
100 74 :.\LCJ.:)E*; ,,.. .* =*~ALEY L l~ESTON£,
-I050 55 - 0 ~~;* :r~.- 1 LL.E' "!"EE:
- .:ALE: *-*t:* ... ~!::..*. ";='AV Pl vott£1=1 ~.(' CiO..\CING TO G~l£~11<;.u.
~AY . . ::*. :.:.~(J.:E*::H.'S: .:LAVE: =-C*':!'!.. F'RAG~*1 E'~JT EEC'=: .. **INL.V LA~I*;!TE:.
*:u~E~~-.-~ ~:.-. .:.-;:~;: -::.olCTLtQ£5 ~RCf-1 5:.:* ":'C, :B.C' 045 60 - *IL-
~I
--~ .:"JTC **~*- :!:
65 - 8.19 I 10"1 95 62 I-I040
- 1 u:::* *. ~ .: ~
.. c-,.. .... -::-*:
- -;:!o'r.
S*;!..L£1
~CSS11 IC"£~:L.:~ ~-11TH
"* 1_1:'"~£1:1 3.6': :'I*J£ t:=~I'IEr*:
- ~sS:L
* **J"'* P;T Tt r. -:-:* *:~-::~; .. FTL.I I':T:=:E:s ::::r
~ .":.:.,. :.:..~-.:l~CCS: T* 11 ~llY L*lt-'lt;ATt.C
-f,035 7'0 -
7'5 - 100 88 'r-1030 Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35b (Sheet 1 of 2) Log of Boring P-2
-o:
Q BORING P-2 CONT'O.
%:0 LABORATORY iii ..,..,
zo: Q cc u> ou TEST OATA :;\ 0
-z
- E 0:
O:Q
... u 0: .......
~ 0:
SYMBOl.S DESCRIPTIONS
=~
- z 0.0~' CLAY(Y SHALf LAYER AT 7S.C' 0.08' CLAYEY SHALE LAYER AT 78.6' 80,_
2.~110-s
- 1025 85 - roo 100
- 1020 SHALE: GREENISH-GRAY
~CALLY CALCAREOUS: CLAYEY:
IN UPPER 2.0' GRACING TO MEOIU", DARK GRAY: LAMINATE~: *.rTH INTERBEDDED SLIGHTLY CARBONACEOUS: THINLY SMIOSTC"E: LIGHT GRAY: CALCAREOt;S: SILTY: MICACEOUS: Sl IGRI[r CARBONACEOUS: FINE-GRAINE:i: LAMINATED WITH CISTORTED STPt'CTURE: A'IO SILTST:'<E: MEOIU~I DARK GRAY: SHALEY: SLIGHTLY CARBONACEOUS: 90*- 1.61
- 10"7 - 1015 ~: LA"INATEO TC THIN BECOEO.
~c* CALCA~EOUS SANDSTONE AND 2c** SHALE F'ROM 8; .* 0 TC 93.9 ° u-.
100~' SHALE FRO~I 83.9° TO 85,4° C,! 1 * "~o. OPnl FRACTURE FROM 8!..9 1 z SANDSTONE r.o* A~O SILTSTONE l.O** FROH 9S .'- 0 TO 97, 5° 0 a. ti:::!: :::l 95 - 99 99 f-.1010 a:: 0 0 a::
~
Ill SAIIOSTOtiE 1c** AND SILTSTONE 50~* F'RCI' ~7 5° TO 100. 5' Ill
-- 1/J C(
(.) .J f-,1005 z 100 ..:.
~
SHALE 100' F'ROH 100.5° TO 103.5' 1/J :::l 0 a:: 0 c SHALE GRACES .'EP.Y CACieta:ACE"OUS C'~QM 1C2 C' C.1' COAL Stolt~ :;:Ct-'. ;b3.0' ~
"ILL IA,..SBURG COAL SED .J 105 - roo roo -* 1000 COAL: BLACK: VERY S~ALrY: LAMINATEC*.
!'lirE: OAR~ GRAY GRADING TC G:c~ 0"S~-GR6Y: CLAYEY: CARBCtiACEOUS
--r.l UPPER C. 6' : VERY CALCAREOUS: THINLY LAM I tiATEC.
AMAZONIA MEMBER SHALE: G!'~E~~ISl-1-~R!.Y: v:D'V CAL~:.~(':~'$: T!-'Hllv LAP-1HIATEO: LE~~ .. ES
----:JlO ~COuLES OF LIMESTONE.
110 - -.995 LIM£STCINE': GO:E~*.ISU*GRAY
~C. "fDIVI' 3EOOEO.
'JE:tY SH:.L(Y. :"')SSILIF(ROUS: t'IN(
0.3° VERTICAL G*E" ;RACTURE F'RO"- 1C9 0' 115 BORING :D~ 0 L'TEC AT 11C.5 FEET C~ CASIPlli '-~~':' G~UNCWATER T... :. -,EPT'"' ~t' ~."' LEVE\ HCCRCE~ A~ *.* "EET ON t"'£'£'T. 0 0-29-13. 11-**73. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35b (Sheet 2 of 2) Log of Boring P-2
- ...... :!! BORING P-3
-a:
0
!1 %=>
L.AIOIIATOIIT ~~ c, ~~ "'0a: 8::: SUIIFACE EL.EVATION 1113.2 ..... cc
~ TEST DATA
!! ~§ ... t COORDINATES: N 585170.0 E 2808000.0 .....
-z I( S:~~ c,.
~ 0:
ii:;:: SYMBOLS DESCRIPTIONS "'o
~z 0 P[J DARK GIHY CLAYEY SIL '.o/IT~ qQQTt; l1N('l ORGAN'I~*. (TCPr.OIL) ll*i;,,n~-.J P I GRACES .TO BROWN SILT WITH SOH£ FINE SAND. SOH£ ROOTS r- 1110 (WEATHERED JACKSON PARK) (HARD) 5-JACKSON PARK HEM!ER Jz SANDSTONE: WEATHERES DARK YELLOWISH-ORANGE TO MODERATE ~
70 10 ~ISH-BROWN: SILTY: FINE TO VERY FINE GRAINED: THIN TO 1- 1105 MEDIUM BEDDED: HIGHLY WEATHERED. I o- SILTY BROKEN ZONES WITH VERTICAL. WEATHERED FRACTURES FROM
&.8* TO 7.1' ANO FROM 9. 5' TO 10. 7' xS!
SANDSTONE: LIGHT GRAY: WEATHERS OARK YELLOWISH-ORANGE:
--n:tmEOUS: SILTY: FINE TO VERY FINE GRAINED: LAMINATED TO 31:<
Z::l:
~9 JB r- 1100 MEDIUM BEOOEO WITH O.ISTORTEO STRUCTURE: MODERATELY <O:
WEATHEREC. xo ... GRADES NON-CALCAREOUS ANO WITH LOCAL. HIGHLY WEATHERED SILTY I 5- SAND LAMINAE ~R0f'1. ll.i.a' I
~-
HEUMAOER MEM!ER SHALE: MEDIUM GRn: WEATHERS GUY ISH*CRANGE: CALCAREOUS: r.1095 --rrAYEY: THINLY LAMINATED: MODERATELY WEATHERED: OCCASIONAL j 2 o-INTERBEDS OF SILTST~'I[: LIGHT BROWNISH-GRAY: SLIGHTLY 97 97 CALCAREOUS: LAAIOJ!I£... 10 THIN BEDDED. GRADES SL IGHTtY WEATHERED AT 19. ~* l
-,1090 GRADES UNWEATHERED AT 22. 5' J
2.'5- 0
-,1085 I I
IOD IDO
'0- ---.,_
i
-,1080 SHALE: !t'I[OIU~. CFI!AY: VERY CALCAPECVS: '.'E~V CLAYEY: T'"'I~L":'
--,:"l,..l NATEO: *;u,..Fctc:JS !='~SS I LS !NO =-~c;s II,. =':ZAG,..E~ITS.
1 IMESTC::E cE**SES AtlD *:~DULES. f i
'5- 0 I I
IDO 100 1:1.
-.1075 I
0
~* a:
zz 401- Uw * ;.:.g PCF
~
Cl) PLATTSMOUTH W£MBE~
- 1070 LIME STONE: GHEN IS~*GAAY TO M~n 'UM GRAY: FOSSIL I FE~CUS: lol 0 lol I
~y 'IE~Y S~ALEY: .'IERY FINE GRAINED: THIN,TC "[DIU>'
BECOEC: 0 1'1PCI'IT TO C. I' CALCAREOUS: LOCALLY v~~y :c:*EV: ;::: VUGS: :.:0~' TC 0.& 0 INTE~SEDS ' r SHALE: GREENISM*GH' T** < ;;r: 4 5- 0 MECillf'l CARl( GR:.Y: VERY CALCARECUS:~LLY '/[P"' "J..:.':E* * ::1: < 100 IOD TMINLY '!"I'IATEO. a: Ill
...0
- 1065 0.3' CI..AYEY iHALt: LAY£:
g:i: ~t:~g ~::ti ~~~F* :~o:,
~RC~ ,.1,7' 7?*!: Q
'0- <
~ lol a:
- 1060 TWO DACIAi..LL. *:E~TICAL ~DACTURES .IITI-I c.c~* CF'F"SET :-=ryw c* 0
'!'0: ~~-~* :*:~ ='Q:Q..- 51.i' TO ~l.q'
'C.02' ::*.s:.:.... ~lN[~ 'JUG rRCM 5-1.9' 0.1' *::~~vsT:.~ * ._ -'*:£~ 'JUG ~DCM 52.3' 5.'5- 0 c.os* r~"sr.:.._ .... :-..rc *1uG ~Ao,.. 52-5'
!CO *cc ..,£EBNER ~E***E£:
- 1055 SHALE; ::.i\~ ~=J.Y: 'JECIY ~ARBO~ACEOUS:'Ti-liNLY L.6t.~t*I4T£C:
~:::.s*:~o.a!. :.:01' T: C.::* *~lTERBEOS o; SILT'S'TCr;E:
BRO'"'~ISH-~OOI.O.'f: i,.AfroiiiNATEO TO THIN 8£00£0.----
~EAV[NWC::IT~ E**;~t
'0- ~ ~ I~:::~*:~::.~~~~,}~~;: T~~~~ I~ ~~5i~~S ~ :.~ ~~£ *, ~*; v~;v.; ~~::£ ~HAL['f: 1
- .~St**~:;.r*!~:: .:.:.LCl!:::£NITIC -~~ESiC~oE.
SYNO£;\"J I !..~o.£ ... t**st: r.1050 s~A~!lc;.*~~r*~~;s~:;~~~~~~~~~~;~~;~ 5 ~us; c:..!'n: :-:sst~ 65:- 0
'."'£='7'.:
T: .:::.. . ~I
*:.~ ~~ ._r:o PE:: .l'"~ :10~EC: *.. ~'"T=ES ---: "
~; :c * *
~ 1045 o-I.S:! aiO"I .., ., '"" 1040
~:::c~lT':
~*.T :~:~_;
~*:**~:=
.. ~ .. ~~"':.~*
~.::,. ~- .. -
- -:*. _**:;T "::o.a: :'('~SIL!t'~~~S :-:ITI.: :."'SSIL
.t:-" .:::.~.:.lf"" !"I Ut"='E'= *. ~*. =-**:£ ~AAI~EO:
Tfo.l.l'; ~: '7'-~ 1 "* =~:~Ert. :'I~:"C'It~T TC ;:.: 1 ' .' 1."r.S: J~:":SICtlAl
**.*t:;r:-1! or SIIAL(: :=H~:I~._,-r:~A\': ~:'"!LLY 75 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35c (Sheet 1 of 2)
Log of Boring P-3 Rev. 0
L.ABORATORY TEST OATA
~
iii
..~
u> Cl zo: 0:0
... u 0:
Cl 0 0:
.... 1035 SYMBOLS BORING P-3 CONT'D DESCR/Pr/ONS
- 0. 7' CLAYEY SHALE LAYER FROM 71, 5' VERT I CAL: CLAY *HEALED FRACTURE. FROM 72. 6' TO 73.3'
-o:
U"'
- Z:::>
cc O:,j cou
-z C::l
~~
VERTICAL OPEN FRACTURE FRO~ 78.1' TO 79.2' 80,_ h O.OS' CLAYEY SHALE LAYER FROM 82.1'
- 0. 1S' CLAYEY SHALE LAH* FRO"- 82. 7' f- 1030 85 - LO!!
- lo-o S6 80 0.2' VERTICAL HEALED FRACTURE FROM 87.~'
f- 1025 90-SHALE: GREENISH-GRAY IN UPPER 2.~' GRACING TO MEDIUM OARK h ---clfAY: LOCALLY CALCAREOUS: CLAYEY SLIGHTLY CARBONACEOUS* THINLY-LAMINATED* WITH INTERBEDDED SANDSTOtJE: LIGHT GRAY: CALCAREOUS: SILTY: ~ICACEOUS: SLIG~NACEOUS: FINE GRAINED: LAMINATED TO THIN BEDDED WITH DISTORTED STR~CTURE: f- 1020 AND SILTST:lNE: MEDIUM DARK GRAY: SHALEY:"SLTGHTLY CARS~ MICACEOUS: LAMINATED TO THIN BEDDED. 95 - 100 100 SHALE 100:; FROM 88. 5' TO 90. 6' 2.33* 10"" SANDSTONE 10 AND SILTSTONE SO': FROM 90.6' TO 91.9' SANDSTONE ~c** AND SILTSTONE ~o~* FROM 91.9' TO 101.8'
.. NUMEROUS CLAYEY SHALE LA~INAE AND THIN BEDS FROM 9~.9' TO z f- 1015 1o*.o* 0 100 ,_ i=
Cl 0..
~
~ 0 SANDSTONE 10~ GRADING TO LESS THAN SX AND SILTSTONE ~o:: FROM a: a:
101.8' TO 105.3' 0 Cl) f- 1010 GRADES CARBONACEOUS FROM 105, 1' "" 101 II) /05 - WILL IAHSSURG COAL 8 EO COAL: BLACK: SHALEY: THIN BEDDED. u z 101 II) Cl
...J Cl 100 100 MrE: MEDIUM OARK GRAY IN UPPEP. 0.2' GRADING TO GREENISH*
---clfAY: CALCAREOUS TO VERY CALCAREOUS: THINLY LAMINATED.
a: ~
- - 1005 ~S 0 OPEN SLICKENSIDED FRACTURES FROM. 107.6' lNO 107. 7'
;!: 0 Cl Q AHAZON lA MEMBER ...J 110 - ~U~~~E:~gHL~~~ts wr~~mg~~OUS: T~INLY LAMINATED:
115 - 120 100 100 1- 1000 GRADES WITH INTERBEDDED LIGHT GRAY L I HE STONE FROM II~. 7' LIMESTONE: LIGHT GRAY: OfCASIONAL FOSSIL. FRAGMENTS: SHALEY: i 1.,£ GRAINED: THIN TO MEDIUM BEOOEO: WITH INTERBEDDED SHALE: GREENISH-GRAY: CLAYEY: CALCAREOUS: LAMINATED TO THIN l!t1li!!O, BORING COMPLETED AT 117.5' FEET ON 11*2*73. CASING USED TO A DEPTH OF 5.0 FEET. GROU~OWATEP LEVEL RECOROE~ AT 5. 5 FEET ON 11-l.-73. SECOND PIEZOMETER IIISTALLED AT AI: INTERVAL FROM ~.0 FEET TO 56.0 FEET ON 11-ll.-73.
&..-.1...1-1 FIRST PIEZOMETER INSTALLEO AT AN INTERVAL FROM 70,0 FEET .TC SC.C ;-EET o:; 11-\l.. 73.
PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.~- 31. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35c (Sheet 2 of 2) Log of Boring P-3
- ~~
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~I(
0 L.ABORATOIIY TEST DATA
- io
"'E
~u Z<<
u>
<<O Q
Q 0
~
§l:j 14,11(
14,1 r 1105
~
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.:~ SYMBOLS
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P[II ~"'"'it-~-l BORING P-4 SURFACE EL.EVATION 1105.6 COORD I NAT£$: N 585070.0 DESCRIPrlONS K SILTY CLAY WITM.ORGANIC DEBRIS (STIFF) E 2807200.0 MOTTLED GRAY. ORANG ISM* BROWN ANO BLACK CLAYEY SILT uw ou
...-z...
"'o
~z
~*
P WITM TRACE OF LIGHT GRAY SANDSTONE (STIFF) 5 6*
'-f/OO :!: I' I MOTTLED GRAY. ORANG ISH* BROWN AND BLAn S 1LTV SAND z r- 40 I (VERY STIFF) 0 i:£ ~
wo
- 13~ 22019" I PARK MEMBER c
Dm
- 126. I PCF SANDSTONE: WEATHERS DARK YELLOWISH-ORANGE TC MODERATE 10 .2...£' ~ISH-BROWN: SILTY: FINE TO VERY FINE GRAINED: THIN TO
- w. IS.n; 18 f-/095 MEO IUM BEDDED: OCCASIONAL HEHAT ITE-STA INEO CONCRETIONS:
D
- 11 ... 0 PCF 70 MODERATELY WEATHERED WITH OCCASIONAL. HIGHLY WEATHERED S
- 2"35 PSF SILTY SAND LAMINAE P
- 605 PSI SANDSTONE: LIGHT GRAY: WEATHERS OARK YELLOWISH*ORANGE:
~EOUS: FINE TO VERY <INE GRAINED: LAMINATED TO THIN 15 - f-1090 BEDOEO WITM 0 ISTORTEO STRUCTURE.
HEUHAOER MEHBER SHALE: MEO I UM GRAY, WEATHERS DARK YELLOW I SH*ORANGE TO MODERATE
""'"'T£LLOWISH*BROWN: CLAYEY: CALCAREOUS: THINLY LMIINATEO:
61 56 HIGHLY WEATHER EO: OCCASIONAL INTERBEDS OF S IL TSTO>IE; WEATHERS OAR~ YELLO'~ISH*BROWN TO DARK YELL~NG£: CALCAREOUS LAMINATED TO THIN BED0£0. 20 f-/085 GRADES MOOERATLEY WEATHERED AT 16.0' GRADES SLIGHTLY WEATHERED AT 22. I' 25 - 100 100 f-/080 GRADES UNWEATHERED AT 28. 8' 30 - 100 83
'r-1075 SHALE: MEDIUM GRAY: VERY CALCAREOUS: CLAYEY: THINLY LAMINATED:
~EROUS FOSSILS FRAGHENTS. L1MESTONE LEIISES AND NODULES.
35 - .l.i:.l' 100 61 f-1070 a. 0*56PSI ::> E
- I. 0"0 PSI PLATTSMOUTH MEI"BER 0
- LIMESTONE: GREE"ISM*GRAY TO ,.EOIUt< GRAY: OOSSILIFEROUS: '1ERY II:
Ill 40 ,. IN£ GRAINED: T1-IIN TO THICK BEDDED: f---+---+--1065 PINPOINT SIZ~D 'lUGS \<ITH C.OOI' TC C.S' I'ITERBEOS *~F SHAL~: LU
~* GREENISH-GRAY TO ~EDIUH OAR~ GRAY: VERY C~LCAREOUS: L~ LU z
s* VERY CLAYEY: THINLY LAMINATED.
!1:
- 0. ~* CLAYEY S~ALE I.AYER FROI" "3.E' z C[
- r::
0.2' CLAYEY SMALE LAYER FROM""*"' 0 45 0 100 62 f-1060 ;:: Vl C[
~
a: f-.._ ... 0 50 - f---+---+--1055 HEEBNER MEI"SER SHALE: 3LACK: ,..EOIUt-~ GRAY IN UP~E~ C.8 1 : CARBONACE:.us* Q
~LCARE~US l'l UPCOE~ C.9 1 : THIULY LA~I~ATEO: :CC!lSIC~.AL LU i"TERBEOS CF SILTSTONE: BROWNISH-GRAY: LAMINATED. a:
55 - .. iW.' 0 ICC lOC f--/050 LEAVE>IWORTH ,.E~ER - - - - LIMEST:*:E: LIGMT ~uv, FOSSILI-FEROUS: FINE TO '1E*Y ~**;£
&... l l :!0: ... EOIU~ 9E~DED: SASAL 0.5' IS CCARSE .. G:.At~:ED CALCAR£*: IT I C SHALEY LI~<ESTON£.
0 SNYDERVILLE ~*E!""e~c. SHALE: .,,~Oit.:~~ ::::.RI( Gl=IAY IN UPPER ~.&.* GRACING TCI G~E~~:ISH ..
-u,::"Y, 'IE~Y cAL*::.REOUS: CLAYEY: FOSSIL F~AGMEIIT oE"S:
THI'ILY LA~INATEO. 60 - -~ 1 .:~,.~-.,.,::+1045 0.:15'. 1:0 ':'~!~ :'I:I:ACTURE e-qoM 60.2' 0.05'. ~: 0 ':"H~ SLICKEP!SIDEO. WEATHERED :'I:I.ACTUP.E ~C~1 61.2' ANO !="OC+*' 0::~.1'
*UMERCUS 30° TO 6C 0 ~ :?EN FRACTURES FRCw 63.2' T: ;:.;*
65 - CLAY ~EALED ~RECCIA !C'IE FROM 65.2' TO o7.:* 0 f-1040 ~~("'JTC' *.*~ug£D
?9 7t: li~'EST:'~.E: *:E'~V liGHT GRAY: F'OSSILIF'(!'~L*S *:,ITH :-.~~51L
~+IT ?~~S *:~o-v SHALEY IN L:Cip£C: ;.:*: ="P.~ ::;;:AI'l£0
- )t*!O":'f':T T .. *:.::* .**r:s: ":'DIL'~ EEOC£~* o:IT~ "T;"::~ECS ()F' 70 - f-1035 SJIU*LE: .;~EE~:IS""*i,~t.'Y:
C.:~ "'E'ALE: EC:Et:'CIA ZONE C'PCf"l 68.3' CALCAJ:;ECUS: T'"'~"*LY i.,At-'t*:ATEC.
~-+--1 4.9 l 10" 1 75 - Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35d (Sheet 1 of 2)
Log of Boring P-4
- ~~
Q BORING P-4 CONT'D %::>
;;;!¥ za:
L.ABORATORY ~~ Q a:..J
<>> 0 TEST DATA
~u a:o a: ......
-z c::tl It! a: a:o SYMBOLS DESCRJPrJONS :i;z 7S,l.i I -
~* 0.0~ 1 CLAYEY Sl.fAL~ L~Y£~ ~P:CI"' 7i.?'
0.25' CLAYEY S!-IAL.E L:.YE~. '"Ret-~ 75.!' 100 67 80,_ iL-- - 1025 SHALE: GREEo;tS~*G04' GR401'.G T: PEOIU~ 04RK GR4Y: LOCALLY 3.6 10"1 85-l --nLCAREOUS: Cc4YEY: MICACEOUS: SLIGHTLY CARBONACEOUS: 1020 THINLY L-l't4TEO: \<IT" I~TE~eECOEO SA'!~STONE: LIGHT GRAY: CALCAREOUS: SILTY* t.ti::ACEOUS: SLIC:'-41_, ... AI!S.:NACE:US: 100 73 ~IIIE GR4"1E~: LA~II:ATE: <liTH OISTCRTEC STRUCTURE, CALCAP.E::\.!5 SAr:~sT:*lE ?C~ ~~OM 83. 1..' TC 83. 9' 90 - ~
- 1015 SHALE 100" *RO~ 9l.9' T~ 86.3' SANDSTONE '-C" At:O '-C' SILTST~'IE:
CARBONACEOUS: S~ALEY: ~:
~EOIU~ DARK GR4Y* SLIGHTLY L4Mt::4TEO TC TH!t: BEDDED:
!='ROM 86. 3 I TO ~ 5. ! I NUMEROUS CLAYEY !:'IES **oM 91.C' T~ 98. 7' SANDSTONE 10~ AtiC SILTSTONE 40~* **oM 9;.3* TO 101.7' 95 - 0
- /010 z 100 50 0 CCCASIOIIAL C.C5' T~ C.3' \'[.TICAL O*E" <RACTURES ~RCM 96.6' i=
TO 99.0' ct 100 - -,__
- 1005 WILLIAMSBURG CCAL BE=
a:
...0 C=AL: BLAC": S._.Alf* ovc!T!I='EPOIJS: L.!~~I"'ATEO TC THIN BECOED: Ul LIJ Ul
---;:~~~N~ig~eE=~EO ~: GREE111S~*G*.4Y: VERY CLAYEY: THINLY (.) ct z
....J SHALE: GREEII ISH*G04Y: VERY CALCARECUS: C4RBONACEOUS 'N UPPER LIJ <:)
105 0 r /000 --r.1o': THINLY LAMINATED. a: ::l
- &
- 0 AMAZON lA HEMS ED ct c 100 53 SHALE: GREE'IISH*GR4Y: vE*Y CALCARE~US: THINLY LAMIN4TEO:
~CAS 10'-AL 'JC'~L*LES M;o LAYEI:IS or ~ *!AESTONE.
....J LI~E~TC'~!E: ~~:;~T ~::.\Y: LC'CALLV F(I$~1LI::"E~CUS: ="INE GRAINED:
110 - ,.._ 995 ~ SE:o~Ej: *.*:IT~ ltiTERBECcEC ~: GREEIIISH*GRAY: VE'rlY CAL=.\C:EOUS: THINL.,. LAMIUATrl:. c.z* *:rr:rt-:.:.i.. r:~:*: ~~~:ru~: ~:.c*.* iC~.:' SHALE: GREENISH-G:"!.a t:. U!'~'E!=I: 1.0' G~:.DtNG TO HEDIU~ DARK
~AY: SLIGHTLY C4LCAOEOUS: TU!tiL>* L4MINATEO: WITH INTEC!EE~CE:C. "";Dc:;T':!E: LIGHi G::(.\V: i:OLCAREOUS: F'INE GRAINED:
115 - 100 *o I'"" 990 LAMINATED. BORING CD*'"LETED AT 117.< "ZET ON 1(-30*73. Cl.SI~~G '.*Stl: 7:* t. ~E:IT"' r:~ :!,C'* "E:T. GP.~UNCW.4T~~ 'i-~*73. 120 i.t:EL =£c:=tOED AT S.- FEtT CN Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-3Sd (Sheet 2 of 2) Log of Boring P-4
uw
- ~e BORING P-5
~i:::
~
L.ABOII&TOIIY ~~ 0 SURFACE EI.EVATIDN ,1109.6 cc
~~ TEST DATA ! u> 0 H SS*,zo.D t %807600.0 -z COORDINATES:
2
~14:
~
!i DESCRIPTIONS* =~
;;z 0
L.£'
- 3"- n:
~~ ~~+----!ORANGE AND ~IGHT GRAY SILTY <INE SAND Pl
- 15.1~
5 - PI
- 19.6%
w- 12.1% 0
- lllo. 7 PCF 1105 JACKSON PARK MEMBER GRADES <I NER S *'6720 PSF SANDSTONE: WEATHEP.S DARK YELLnWISH-ORANGE TO ~DERATE P
- 202 PSI 96 3F ---mmiSH*BROWN: SILTY: 'IN[ TO VERY <INE GRAINED: THIN TO
- - 1100 MEDIUM BEDDED: ~OERATELY WEATHERED WITH LOCAL HIGHLY 3.0' WEATHERED SILTY SAND ~AMINAL 10 ;-: 13.0% GRADES CA~CAREOUS TO VERY CA~CAREOUS *ROM 11. I' 0
- 116.5 PCF s.o l 10" GRADES HIGH~Y WEATHERED WITH INTERBEDDED ~AMINAE OF CLAYEY SHA~E FROM 12.6'
- 1095 86 66
~
15 - HEUMAOER MEMBER SHA~E: MEO IUM GRAY: WEATHERS GRAY ISH*ORANGE: CA~CAREOUS,
---n:AYEY: THINLY LAM I NAT EO: ~OERATEL Y WEATHERED: OCCASIONAL 0.001' TO 0.02' I~TER8EOS OF SILTSTnNE: LIGHT BROWNISH*
~ 100 100 GRAY TO ~IGHT GRAY: ~OCA~~y C~: LAMINATED TO THIN 20 1- 1090 BEDDED.
GRADES TO SLIGHTLY \~EATHEHD AT 1~. 5' s.e l 10-25 - t-'1--- 1- /085 GRADES TO UNWEATHERED AT 26.0' 100 IOO 30 - 0 1- 1080 SHALE: -MEDIUM GRAY: 'IERY CALCAREOUS: VERY CLAYEY: TH I NU
""Ll!:MINATEO: NUM[~OUS <QSSIL <RAGMENTS: L 'HESTON[ LENSES AND NODULES.
35 t'""""L- 100 100 1- 1075
- 40 45
- t--L-0 I 00 90 1- 107'0 1- 1065 PLATTS~UTH ~E~BER LIMESTONE: GREE~ISH*GRAY BEDOEO: ~l*tP~I~Ii'TO TO ~EOIUM :**Y: *OSSILIFEROUS:
Ldtl(LY SHALEY TO '.'E'RY SHALEY: ::'!~£ G::tAIN£0: 1'HIN 'tO 1'HICK r;,Gl' VUGS: 0.001' TO 0.6' SHALE: GREENISH-GRAY TO MEDIUM OARK GRAY: CALCAREOUS: mtlLLY 'JERY Ci.>YEY: THINLY LAMINATEO. O.OF-' ':LAYEY SHALE L"'YER ='D.C"" l.ol.l.' 0.6' CLAYEY SHALE LAYER **OM lo7.8' I~TEA.BEOSOF z 2
- E a:
0 Q 50 - 0 t- 1060 w a: 0 t- 1055 HEEBNER ME049ER 55 - ~ 95 Be SHALE: OARK GRAY TC GRAYISH*~LACK: '/ERY CARBONACEOUS: TWINLY
""Ll!:MINATEO: OCCASIC*IAL C.CCI' TO 0.05' INTERBEDS OF SilTSTONE: SROWNISH-GRAY: LAMINATED lO THIN 6EOOEO.
LEAVEN~BER LIMESTOt:E: LIGHT GRAY: FOSSILIFEROUS: <INE TO VERY <INE 60 - 0 1- 1050 G"AIN£0: M(OIUH TO TWIC!<. BE~OED: SASAL 1.2' IS !.CICALLY VERY SHA~EY: COARSE GRAINED: CALCARENITIC ~IMESTONE. SNYOERV ILLE MEMBER SHALE: G~EEN ISH*GOAY: VEOY =ALCAREOUS: CL*YEY FOSS I~ rRAGHENT
~5: THINl.'t' L."*f"!r..:AT£:0.
30". O*EN. SLICKENSIDO *OACTURE *ROM 61.9'
,.... 1045 300 TO 600 CLOSED <OACTU~ES ~*o~ 6'.7'. &1o.O'.o5.l' 65 - ~
ICC ICC 6 7. 4' AND 69. J ' 70 - 0 1- 1040
~':'""NTr:' "E',..!E~
~WI ..
L!~[C:T .. *I£: ~IGHT ~~AY: ~~SSILIF'£::{CUS *JtTI.I :OOSSIL C'QAC.HENT
~ ...'[QY ~WALEY ~~ "...' 00 !1) :!.3': :IN£ CRAIN£0: !,_.!N TO
'~Er'\IUM S£00£0; ;)o*;i>:!*:T '!:' ::' . .'~1' .TC!;; CC:CASIONAL C.OOI' 75 - 1- 1035 ........................... ........... ,..
TO :. 1' I~TE'QB£05 C*F' ~~ALE: CREE'~ISW*GRAY: LOCALL'I' 'I(~Y
~.,
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35e (Sheet 1 of 2) Log of Boring P-5 Rev. 0
uw
-a:
- ......c c BORING P-5 CONT'O
- Z::>
L.ABORATORY ~ ~ffi O:..J TEST DATA ~ 0: u> c:o
... u c
= .....
cou
-z
~ a: ~ ~.
.,z SYMBOLS DESCRIPTIONS 80*-
1.0
- 10"1 ..... 1030 z o2
*n-w<
11::::0 011: 85 - r-- IOC sc 1- 1025 ...0 S"ALE: GREE~!S"*G*OY IN UDPEO C.~': GRADING TC ~EDIU~ OARK
~A": l0C.1LL" .. !.LCl.=i.EOL'S: CLA~~"~: SLIGHTLY CARBONACEOUS: ,_ 3:0 I 10" 7 1- 1020 THlf.,LV Lll'-li:~.ATt:r: ~.;!TI-l ~~~TERE~:!:'t~ SAtl~tT(IN(: LIGII'T GRAY:
90 CALCAREOUS: SILTY: MICACEOUS: SL IGH~NACEOUS: FINE GRAINED: LAMINATED TO T"IN BEDDED WITH DISTORTED ST~UCTURE: AND S I L TSTC~:E: !:EO IUt< DARK GRAY: SHALEY: SLIGHTLY CARSONACEOUS: ~ICACEOUS: LAMINATED TO THIN BEDDED. B'". 95
--,___ 1- 1015 SHALE ICC* ~POM ~*
SANDSTONE Ill' GRADING TO "C' AND S 'L T STONE
'!'~ 89.1.!'
*o * <ROM 89."'
I OC 1r.o TO I~ I. 9' NUMEROUS CLAYEY S~AL~ LA..,INAE ANC T'"IIN BEDS F"ROM 91 . .,. 1i.* 98 ~* z 0 i= c..
- 0 100
,_ 3.3 1 10"' 1- 1010 a: 0 a:
SANDSTONE 10~ GRAOING TO LESS T"AN IC' AND SILTSTONE 50' rROM
...0 Ill Ul 101.9' TO 107.2' w <
(,) ...J zw tv5 - 1- /005 GI:IA!:i[S Cl.~8CN!C[~'.'S I='R(IM 106. ~' a: Ill 8 IOC ICO WILL IAt<SBU~G COAL 5EC ~ COAL: Stt.:K: S!-!ALE'Y: T~INLY LAMINATE~. ...J
!'Rl'CE:~UM :,AR~ ~:JAY IN U~D£1: C.2' G~.4;)1NG TO CREEN!SH*GRAY:
'~L:AREOWS: :LAYn: :ARSONACEOUS IN UPPE~ 0.2': l>'INcY 1/0,_ 1- 1000 UiMI'lATED.
~~° CL:StO :-c.AC1l;R[ !=':JQfrol llC. 3'
~Mt.ZON lA P"l£po~5£r:i S~ALE: G~EEN!SH*G 0 >Y: VERY CALCAREOUS: CLA>EV: T"INLY
----r'!,..t~AT£0: ~Jt1 "'1E'r:tC'..!S L t~o~fSiON: t.E'~~$~S AND ~lO~ULES.
SHALEY: 1- 995 LIMESTC~E: '..IGO.:'T Gi;A'r. OC:ASIO~AL ;-.~S1L F"RAGMENT$: 115*- ~~AI-[0: T~lll TO MDIU" 5ED~oD: >JJT" INTERBEDDED S!*LE: IOC ICO GR.E~"JISH-G;;;A,': CLAV(Y: CALCAREOUS THINLY LAMINtr.TEC. -- IQ£LlrotJ0 I"'E ... ~F=-
~: GO\E(N:S'"'*G~A't': CLAVE'Y: TL.I*tJt.. 'f LAMINATED.
120 990 eOA!tH; COpo~PL~~E~ .n 11~.! ~f~T M-4 :J.S-73. g:~~~gw'ii~~ L~*.~ .. =;~;~:g~::!~ ~~~T~E~T 0~~ 11-!2*"'3 Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35e (Sheet 2 of 2) Log of Boring P-5
1!1 I( 0 LL
- L.AIOIIATOIIY TEST DATA
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0 0: r- 1105
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$YM60LS I
BORING SURFACE ELEVATION COORDINATES! P-6 N 58lt820.0 OESCRIPT!ONS 1106.6 E 2807200.0 CLHEY SILT :.tiTH ROOTS AND ORGANICS (TOPSOIL) BROWN AND GRAY SILTY CLAY (HARD) uw
-a:
cou
-z
'":a
"'c
~z ILTY CLAY WITH TRACE OF FINE SAND PL
- IS. S'~
5- pI
- 2*.c~
w 12. 6~ 0
- I I".J PCF 1100 -!~~Hl<E"!SoN PARK "EMBER s
- 3162 PSF SANOSTCIIL ~<EAT><ERS OAR< YELLOWIS~-ORANGE TO O'ODERATE
*
- 202 PSI ~ISH*SROWN, SILTY* ;,N[ TO VERY FINE GRAINED, THIN TO o-
"EDIU" BEDDED, O'ODERATELY WEATHERED.
I l:l' 100 18 SANDSTONE, LIGHT GRAY, WEATHERS DARK YELLOWISH-ORANG[, CilCAA(CU~: ;:-, .. E TO VERY 1='1'-!E GRAI .. EO: LAMINATED TO MEDIUM w.,. m: D.,
- 109.2 PCF 1095 BEDDEO wiT>< DISTORTED STRUCTURE, SLIGHTLY TO O'OOERATELY wEATHER EO.
i:l' GRADES SLIGHTlY CAlCAREOUS TO NON-CALCAREOUS ANO HIGHLY wEATHE*ED '.liTH NUMEROUS SilTY SAND LARMINAE FROM 9.6' Q
- 2. 220 PSI I 5- E
- 382.000 PSI HEUMADER MEMBER SHAlE, >*EC!U* GRAy, wEATHEPS DARK YELLOwiSH*ORANGE TO I'ODERATE 85 95 f- 1090 "'""""i'!lL:!WISH*F*CwN, CLAYEY, CALCAREOUS, T~INLY LAMIIlATED, HIGHlY ;<EAT"ERED OCCASIONAL INTERBEDS OF SILTSTONE, WEATH(D$ :';ARK V£LL!\WIS1-'*FOOWN TC OARI( YELL~NGE:
L.:.' 2*o-CAlCAREOUS, lAMINATED TO T><IN BEDDED. Q
- 2.2220 PSI loS". CL:SEC 'JEATHERED SLICKENSIDED FRACTURE FRO" 15.2'
- 0. 1' e'~~*;c£*1 !~*tE W!T~ o.~c CLCIS£[:1 rctACTURE F'A:Qp.~ 20.3'
~
- 3 82. 000 PS I r- 1085 GRADES *~DERATELY wEATHER EO AT 21 .0' GRADES SL!GHTlv '.IEAT><EREO 4T 23.7' 2 5- 0 Is". C*E*; SL!CKENSIOEO. HEI'ATITE-STAINED FRACTURE I"ROM ll..£'
D,.
- 139 PCF 100 ICC r- 1080 25.2' GRADES ""E~TII[RE~ AT 28.C' 0- --., SHAlL Y£~1~" C.~AY, VEPY 'AlCAREOUS, CLAYEY' THINLY LA~,_ATED, r- 107'5 --m!MERCUS *:SS I LS AND FOSSIL <RAGMENTS; LIMESTONE LENSES AND NODULES, VERY CLAVE'I' ::*1[5 :-gr::,.. 32.2' T~ )l...9' AND C'RQ,.. 35.3' TO 37.<? 1 3 5- 0 f- 107'0 100 100 a.
- )
,Q ~*
~ 0 a:
4 o- :lw
- I" I PCF
- h. o~.s,~~i¥r.:E~*:~;~~'HSW*GRAY TC' MEDIUM GRAY: C'~SSILtrERCUS: VERY z
2
<:)
r- 1065 ~~.:~*:r:: T~ot**J T~ T\.!IC!<. eECDEO: :~t~~PI')INT Tt' 0.02' 'JUGS: 1-
- ".r:-
""z:t""
0.': 1 ' 'T"' - ~* **:TtD~£~5 S~ALE: ~REEN!S~*GRAY Tr: ~E~IU,.. C[
- OAAi( ~=.!,** ;~~" :!.LC:.~ECUS:~LY '/[PY CLAYEY: T!-I!NLY ::l LA~**~ *;ll T~:. . ' a:
0 C[ 4 5- ~. 11
- '-.:"E'r S).IA~E LAVE~S C'DQ!o'l..2.9' TO 43.1' ~
0 100 ... - 1060 Q C[ Ul
~* ""a:0 o- Q * ? . 3'-0 PSI ---,_
E
- 10.27C.COO PSI
- 1055 .,.E,.9£C SlotALE: :.,_c.* ~:!v GDAOINC Tr' GRAYISJ.I*BLAC!<: CAR8CNACEC'US:
~L:.1=::*.~ ":~_~~or~ AND E'ASAL o . .:.*: Tl-ltNLY L.A¥triATEC:
5 5- :::.15 t:*..:.1. IT£D!£CS !I=' SA~OSTr:'INE: e'RQWNIS..,*GRAY: '/[~Y c IC.C70 PSI E
- 7. 080. ~00 PSI 0
100 ICC - 1050 ~AL~:.:[:*.:S. LEAVE~Wt:' 0 T"' "'**::::~ LIW£)!:'*;£:
- - t*:£ TO
*.'G"'T r:RAY:
*.;[~V -If,£ (,ZA IN EO* LAMINATEC*.
='('I~SILIF'ERO:JS: I='INE TO 1J[RY C'l'4[
~~:: **E:*"-*' :ECOEO: ::ASAL 0. 9' IS COARSE GPA tNEC:
~AL;::.:E*;*T!r S~A\..EY t.t*.*ESTC~IE.
0- s~:YOE~*: 1 L!.~ "~"!!=
- 1045 ~::.~~~ .::= ~~~* -r~~;~;;!~ m~ .::L~:~::~S ~~~:::: S:~ '. * :::\ :::~::E*lT
~~~~T'..*~s .*.!T:... ':'"::olSIC~lAl : *.. , E-R(I..;.fN Z':"lES Ft:",,.. S8.~* ':'~
5-lCC .. - 1040 o-7' 1035 7'5
,_ I WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
.- Figure 2.5-35f (Sheet 1 of 2) Log of Boring P-6 Rev. 0
U"'
~~
0 BORING P-6 CONT'D L.ABORATORY ...... ~~ 0 u> cou 0 TEST DATA "'e -z ffiu A. ffi8
'"""' SYMBOLS OESCRIPriONS
.. :I e~
7S. 2' Q * ~ 12~ CIS I - 1030 E
- 6.JIS,COO PSI 10C ICC 80 -
- 1025 0. 1' CLAYEY SHALE LAYER ~RO" 80. 7'
- .01' T: C*.C2' CAL:ITE*LINEC VUGS <RQ~ 84.8' 85 - G;tl.i)ES v£qy SI-IAL~"r' ~iiOM BS. 5' 99 9~ - 1020 S~lLE: G~EE"SH*GRAY GRADING TO ~EDIU* DARK GRAY: LOCALLY
-nLCAI;EC~S: CLAYEY. SLIGHTLY CARBONACEOUS: TH I'JLY LAMINATED: "oiiTH I~TERBEDOEO SAilOSTc*JL LIGHT GRAY:
CALCA~EOUS
- SILTY: MICACEOUS~Y CARBONACEOUS:
90 - "HE GRAINED: LA"l"ATED IIITW 0 ISTORTEO STRUCTURE: AND SILTSTCIJE: ~EOIU~ OARK GRAY: SHALEY: SLIGHTLY CARBONACEOUS:
- /015 ~: LA~I~ATEC TC T~H. BEDDEO.
SHALE 100~ F'RC'"' 95. 7' T:J 87. :* SANDSTONE 10' AND SILTSTONE 50 <ROM S7. ~* TO 89.9' z 0 SAN~STONE "C'"AilD SILTSTnNE ~o** <*o~ 89.9' TO 91.0: ;:: D. 95 - NU,.EROUS CLAYEY SHALE LAMINAE ANC LAYERS F'ROM 91.0' TO 98.6 1 < ;:,
- 1010 SANDSTONE 1C' ANO SILTSTONE SO' FOM 9'-C' TO 95.4' :::E 0 1 oc *cc SMJDSTONE :c* A'JC SILTSTONE 30' <*o~ ?~.4' '!'C 9~- 7' a: a:
1:) SANDSTONE 10' A"C SILTSTONE SO' *R~* 9f. ~* TO 104.0'
...0 C/)
w C/) 100,_ u z
..J w
- 1005 a:
;.t 1:)
0 GRADES VERY CARBONACEOUS FROM 103.9' 0
*'~LL IAMSBURG COAL BED <
- ::AL: oLACK: SHALEY: THINLY LAMINAHC:
..J 105 --"t'ALCAREOUS IN BASAL 0.:' I ICC* 100
- /000 ~RO,.. !G.;...;* T~ *::.s.::*
'TI:INLY LAt.o!NAT£:.:.
~QetZ~u~Rt~ ~ s~;~~A ~~: v~~;s ~~~c~;~~~~ *~ :t. I*:;:ENSIOED t'Rt:'TUQES I AMAZON I A ~E~9EC:
110 - S'-'ALE:
--,:rns ~S GP.~["/ISW .. G;::AY: VERY CALCA~t~U5:
.:.-;: ~;';~'-'LES C:*~ L ~~~EST[\N(.
T!!INLY LA .... INAit:.
~: :.>EE"'-SH GRAY: VERY SHALEY: tiNE GRA!NEO.
115 . BOR lNG C:*~PLET.ED AT 111.0 F'E('r ON lv*3D*73. CAS 1**r, L'* ~-- * "E'T~ c< * ' *rrT GROu~J"t&f£; ~E*.'E:..~ECOROE:**;_T i.5.~EET ON Jl .. £. .. 73. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35f (Sheet 2 of 2) Log of Boring P-6
U"'
-a:
- ~~
BORING P-7 ::::o 1.;
~
L.ABOIIATORY TEST OATA i! ....
"'E za:
u> a:o "a: 0 SURFACE ELEVATION COORDINATES~ N S8£i770.0 1105.2
£ 2807000.0 ....
C-1 ou
-z
~u ~~
=~
I( a: STMIIOI.S DESCRIPTIONS ~z 0 P(] 2 ** p 0
~
ORANGISH*BROWN SILT WITH SOME 'INE SAND (VERY HARD) LL
- 31. ~':' PCII GRADING TO BROWNISH*GRAY z PL
- 13 ... ~ 0 s:; p 0 GRANGE 'tilE SILTY SAND (HARD) 5-PI
- 18.
- .:.1.'
//OOt00/1?0 ~~~"ffim~N PAR~ MEMBE~ 5:I LL
- 26.6~ =,;;;~;,;~S~~:~;:~ ~~~~ ~E~~~~~~~-e~~~G~ ~~~ ~~~:6~ THIN TO .. a:
PL
- 17. c:;
pI
- 9.6~
96 ; ~ UM BEDDED, I'QOERATEL Y WEATHERED wITH OCCASIONAL HIGHLY WEATHERED SILTY SAND LAMINAE *
...0
'0- ..,
- 9.8~*
0
- 11 5. 5 PCF
......1095 SANDSTONE' MEDIUM GRAY: WEATHERS GRAYISH-ORANGE, CALCAREOUS,
~ CARBO'IACEOUS' VERY FINE GRAINED' THIN BEDDED WITH c.
- 0:
s * ~~88 PSI' P
- lo32 PSI DISTORTED STRUCTURE, SL tGHTLY WEATHERED IN UPPER I. 0' GRADING TO MODERATELY WEATHERED WITH NUMEROUS HIGHLY ;z "3 19 WEATHERED SILTY SAND LAMINAE.
HIGHLY WEATHERED -.oi'< 11.0' TO 11.8' c
- 0:
/.'5- r-.1090 HEUHAOER MEMBER SHALE, MEDIUM GRAY, WEATHERS MODERATE YELI.OWISH*BROWN, Cl.AYEY"
~I. CAR EO US, *IOOERATELY :*lEATHERED' ~CCAS IONAL "ITEReEOS 01' SILTSTONE' LIGHT S*OWN I SH*GROY' CALCAKEOUS' LAM I NAT EO'
~ICNAL PAI.E YELI.OWISH*BROWN CONCR£T IONS.
GRADES TO SI.IGHTLY WEATHERED AT 19.9' 2 *o- ~. 1085
!.2 ;:
2.'5- t.t , to-*
..-,1080 96 s:
GRADES UNWEA THER EO AT 28. 7'
*o- ....1075 r--L ,
SHALE, MEDIUM GOAY, 'IERY C*t.CARECUS, CLAYEY, THI>ILY LAMINATED,
~HE::::ous I:'~SS AND NODULES.
I LS :.r~c F'CSS IL. ~::.ACIIENTS. L I HESTON£ LE~~SES a. 3 5- &.a -,1070 0 a: 1 to-* (l) 1&1
?S '
BRO~EN :LAYEY ZONE FROM 38.C' TO 38.9' z 1&1 z s 0 r--L Pi.ATTSI'OUTH MEHBEP 4 ~o- ~. 1065 LIMESTC>IE' G~EE'!ISH*GRAY TC *EOIUM GRAY, *aSSILIFEROUS' VERY ~
~Q:AI~J£0: T'H!~I TC T!-!1~:..: tE!:lOE:~: I'HIPOINT TO 0.05' 'lUGS; :I ::t:
Ul WIT~ C.Ol' TO O.E:' INTE'qeE:OS nr SHALE: ~RE~"'~M .. GAAY TO a: MEOIU". DARK ~~n, ~*Lc**E~US T: ~C*LCARECUS, LOCALLY VERY ':LAY£Y: j\J!~:L'!' !..~."I:;ATEC. ... 0 4 5- 0 -.1060 0.05' CLAYEY SHAL~ LAVE~S I='RC~ '-2.3' ANO ~2. 7' C. 1' CL.2.YEY SHALE LAY£; ;:-=:~"' ~l..CJ* 0.6' Ci.AYEY SHALE LAVE: i:'~C~*1 lo5.2' Q c 1&1 a: 0
;7 5 0- .....1055
~ 0.05' CALCITE*LHIEO VUG AT !;l.o' HEEBNER *E~BER SHALE' GREENISH-GRAY IN \JPOER 0.1' GRAOI'IG TO GRAYISH*BLACK,
~LCAA(OUS .1~~0 :cSSIL l~t=C'..*S 1*: 1..:~~1!'! ':.. 5 1 : CA~;cr.;ACEOUS:
THINLY LAM "ltTEu' CCCAS ICNAL 'NTE*BECS 0~ 5 I L TSTCII£, i- 0 1-c1050 SROWNISH*GRAY, LA><I"ATEO. ---- LEAVENWORT"' '-'E*"'SE~ LIMESTC"E' LIGHT GRAY, FCSSILIFE*~us, r"1E TO VERY <INE "ICC ;: GRAINED: MEDIUM 9£00£0: UPP£0 C.l' IS 'JERY SHALEY: BASAL 0.2' IS COARSE G;AINEO C~L:AREt!ITIC L I~ESTCNE. 6 0- .....1045 0.1' L"'YE'c OF' SHAL~: :A~:.: Gi'AY: CLAYEY: ~~SSILIF'E~C'US: Tl-tiNLY 11- !.AMINATED: F'C:C~-:* SNYOERV II.I.E ~E~BER SHALE: '1(01U~ ~ARlo; G~AY It~ UPDE~ C*.C:'
~::G '!'C G;.EE!!ISH*G='*\Y: *;£=>Y c:.;.::~;tECiJ~: :t..AYEY: FOSSIL F'RAG,.,E'NT aEOS: TJo41 ~L Y L~""l't~ TEO
*~UI"'E'tOUS 15" TC .:.~ .. :l'PI F'CACTL' 0 ES F'D~"" 0:C.6' TC 63.S' 6 5- 1.5 1 to-* r 1040 3C0 '"'DE~: SliC:.::E'iSICE~ :'tACTL' 0 E ~=~ .. ;.'-,C
30° :Pt*: :-qAcn:c:tES ;::-:M 6S.1' .:.::0 ;;, ~*
.:.=~
r<:-* CLCSE:D F'RACTL:Q£5 :=.c.., f6.: ',HlC &..7.7'
.~:T1t:'ll. "'D£i =-:-:.:'!'~:£ C'"!':'"' : : . : 1 i*~:!C~:T~ '!E"~E~
*o- r 1035 L n*:~T""*,£: ;J£CV L !GMT GRAY: ~-:'511) IL ft~D':'t.:S 'oi!Tt-1 r'l"l'lS IL FRAGMENT
~ ~ .. E'~Y SJo4AL~V **: ::OD£0. L~*
r;;:££*liSH*r.~AY: ':'AL~.1R(~L'S: '!'~l~ll'Y
=**:~ :iqAINEO* "!EDIL'P-' TO T""'JC..; e~COE~: ::I!UP"'I~:T .!,.'GS: .-.tTW !':T: 0 :Et'S nr SHALL
~.:,~n*:AT£0. --
- t..AY-u~,:.LE~ :=-EC: 1 .:, ::-*:E :-:-.: ..* ~3 ... , T: ;:.. 1' 4.0 1 10-r 75,_
"* 3' BROKE~ zo*1E ;-=>>'=',.. ~c. 9' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2~S-35g (Sheet 1 of 2)
Log of Boring P-7
- Rev. 0
BORING P-7 CONT'D.
§ ...
0
~;
~
L.ABOIU.TORY ~: 0 cc ii U> 0 TEST OATA ~
~§ "'"...
-z
~
c,. ~ SYMBOl.$ DESCRIPTION$ ~~ jf
- 0. IS"' CLAYEY SHALE LAVE~ F"ROfol 76. C'
,_ ICC SJ 80 11- H 025 85 - 6.3 110"1 H 020 GUDES VERY SHALEY ~RCI*' 96.0' SHALE, GREE"iSH*G~AY WITW UP*ER 1.:.* GRADING TO ~EDIUM OAR~
--,;!fAY' LOCALLY cALCAREOUS' CLAYEY, S ILGHTL Y CARBONACEOUS' 100 70 THitJL'f L,.u... ~:ATE: 'i.JITiol I~:TE:>BEC0£0 SolNOSTC'I*lE: LIG._,T GRAY:
CALCAR ECUS, S ll T'l' ~I CACECUS, Sll G~ONACEOUS' <!tiE 901- iL._ 1-f,015 GRAINED: :.A,.HIATE~ *,*JITH DISTORTE'~ STRUCTURE: AND SILTSTC~IE:
!-tEO fUM OARK ~:uv: SHALEY. SL IGJ.ITL Y ;-;AR80NACEOUS: - - - -
MICACEOUS' LAt<,lATEO TO THIN BE~DED. SHALE 100'1' ~-0~ 9e.l' TO 87.7'
$AP40STCNE IC'"' A~:O ~ ll TCjT~rlE ~o** F"RnM @:.,. 7' TO 88. S' z
95 - 0 100 z
~ 010 SANDSTC~E .:.o"' lNO s 1t '!'ST~Po~E kc** :oQ.c,.. '38.
NUMEROUS CLAYEY LAMINAE AND THIN !EOS F'ROM 92.4' TO 103.6' s* ro ~9. 3
- 0 5::E II.
;::)
0 a: a: c SANDSTONE 10~ AIOD SILTSTONE 50~ ~RO':_ 99.3' TO 104.0' 0 fl) 1001- '-I005 "" en 4 0.4' BROKEN ZONE oiTH 45° TO VERTICAL F'RACTURES F'ROM 101.9'
- iUDES VERY CARBOIIACECUS AT 103. 9'
""z u ..,j c
;::)
a: _,000 ILL IAI1$8URG ~CAL SED 0 Q 105 - COAL, BLAC~, SHALEY' LAMINATED.
~E' OARK GRAY GUOIIIG TO GREENISH-GRAY, VERY CALCAREOUS'
~
..,j 100 5"
~:~~ll L;~r*;~E~i:~ OPEN ~RACTURES ~RO~ 104. 5' TO 108. 0'
~EHSER G:IE£*:1~'-'*~~!Y: *:(:!Y '=AL.C.1RE'JUS: Tloii~!LY LAMINATED:
1/0,_ -~995 IONAL *;:;:;;;LES AND LAYERS 0~ li~ESTONE, I
~' LIGWT :;.oy, <iNE GRAINED; MEDIUM BEDDED.
At:lq;H1C C:"f"'Dtrf~~ AT 111.3 ~.EET ON 10*31*73. CAS lNG 1~5~~ i: :. OE"TM I)~ ;. ~ :O£!T. 115 GRDUNCOIATE~ LEVEl ~ ECOROED AT -9. 0 ~EET ON 11*4*73. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35g (Sheet 2 of 2) Log of Boring P-7
- ~
~
~
0
~
I.ABORATOIIY TEST DATA 5 iii c
~
~~
~§ Q
a: Q 0 a: f-,1105 p P [I j I
~~~~~~Mnn' BORING SIJRFACE EI.EYATION COORDINATES: H P-8 58a.770,0 DESCRIPriONS 110~.6 C: 2807400.0 ou
*:a
"'o
~z
...-a:
-z CL
- 3..... ~ 1 PL 1 : . i~'
5-oI 18. :~* ~ P[) ~~-;~~~o:;~:~ISH*r.RAY <iLTY SAND (HARD) ~ 19 _., . f-,1100 ~ ~
. ;o PARK MEMBER
) 107.0 PC~
s 17S7 *sr sA*gue~~, s~~~~E~; .,~A~6 ~~~~o~:~~*g::~~~o T~~E~gr~E~~~~ow 1sH
- cc :5 2
2*
- 288 PSI BEDDED: >ODERATrLY WEATHERED: OC~ASIONAL HEHATITE*STAINEO
~MU. ~
I*o- W' 0.0' 1/ER;TICAL. 0°E~. W(AT!o!ERED ~RACTURE F"P.OH 6.6' PL pI
. s.
l l
- 2". c~
- 15. 7:";
3:*
~.1095 SANOST~NE: LIGHT GRAY: \o/EATHERS DARK YELLOWISH-ORANGE:
---nrm-EDUS: <iNE Tn '/ERY <iNE GRAIIIED: LAI<INATED TO THIN BEDDED WITH DISTORTED STRUCTURE: >ODERATELY WEATHERED.
C(
¥
~
w
- 20. 8~ GRADES NON-cALCAREOUS ANO HIGHLY WEATHERED WITH NUMEROUS SILTY z
- ss.; ~'(:F SAND LAMINAE ~AO,.. o. 7' C(
!.'5- "
s
- 857 PSF f-,1090 GRADES WITH H£~8~1:1 INTERBEOOEO LAYERS or MEOIU>< GRAY SHALE ;"ROM 11.6 1 ¥ 6C* SHALE: r~EOIUM C::IAY; WE.3.THE~S GRAY ISH*(IRANGE: CALC~REOUS:
.:..:£'
.. .. 19.~ "I 10"1
~3
~AYEY: THINLY LAMI . . TEO: ..OOERATEL Y *.<EATHEREO: OC:AS IONAL INTERBEDS Or SILT$TOIIE: LIGHT 9ROWNISH*GRAY: SLIGHTLY 0 12 7 .J PCF CALCAREOUS: L~TO THIN eEDOEO.
2 0- .....1085 GRADES SLIGHTLY WEATHERED \o/ITH NUMEROUS CLAYEY SHALE LAMINAE AND.THIN BEOS C'li:QM 13.$'
~ IC~ I 00 2 5- f-,1080 GRADES UIIWEATHE~ED AT 15.2'
~o 1 to**
3 o- :*:c ... f-.1075 5HAL!:: (!:Ill' C~AV :E'C!¥ ':AL~AREOUS: *.'E'qy CLAYEY: TMINLY
~-INA TEO WME~~US *c*SS ILS ANO "OSS IL rqAGMENTS. LIMESTONE
'"L__ LENSES ANO "OOUL£5.
II. 3 5- z :::l cc iC*C h 1070 0 0 a: 1 (l) C( 2 11.1 0 a: 11.1 z 4 o- f-1065
'*1 Et.,SEP LIMESTC,lE' r*EnliSH*uRAY TC *EDIU>' GRAY* r~SSILIFEqCUS* 'IERY 0
~
~
,. INc. u"AIUEO: T:- THICK BECDEO: DINPOINT VUGS: 0. Ot T~Ul TO O.S' INTERBEDS ,r SHALE: Gi;EE"liSH-~:>y TC *EOIU"- DARK I
c C(
=
rn 4 5-IL- ?7 ?*: GRAY: *J[RY CALCAREOUS~ALLY *,*E*v "~YEY: TH INL LAMINATED. 11.1 a: 0 f-1060 0. ;* CLAYEY 51-'AL£ LAYE'=: !T J.6, 5' THIN SE..U!S .,.IT"! nv~ITE: '*'f*:E:I:ALIZATI~'l .n .. 7.~ 1 0 I 5 o- f- 1055 It-
"EMBER SHALE: OAR~ GRAY GRAOI>lG TC BLACK: "JEDY ~*P.BONACEOUS*
-1050
--ntCAREOUS IN UPPED ::*.;*: T"'I~:LY L~"'P:.1TEO: :'C':ASIONAL
'5- =-~ ?S INTE~EE:OS CF" SILTSTC:E: 5~0WNISH-Ci;AY: :.Af<IIINAT£0 TO TMIN SE~OEC. ----
LEAVENWORTH "E~BER LI*ESTC"l[: LIGHT GRAY: roSSILIFEP.OUS: <lNE TO VEqv *INE 0 t .. AI.£0: ~'EOIU"'. TO THICJ< !EOO~O: 5ASAL 0:.5' IS COARSE 6 o- -1045 GRA l*EO: CALCAR EN !TIC LI><ESTC*E:
~F' ~'"'ALE:
THI~><INATEC.
~AAW: t:;QA'V: roSSILIF"E:!OUS:
"ITEoHCO[O ~-:' LAYER
- ~.:.YE'Y '/(?:Y O:ALC!REOUS:
SNYOE"RV II !.. **c '*'5£=' IHALE: r.O[E*liSH*r.~AY:* .E*Y ~ALCARECL'S: :L!YEY. rcSSIL ;"RAGMENT
~ .. ----e'!!IS: THHH'I" LAP.IfNATEO.
'** "~ T(' ;~:o OPEN L*:"'C~LLY SLIC'CE'ISIC'E~ =' 0 Af"'T*-O:ES F'Q:OM 61. 5' .
6.'5- 61.-!>'. :,2.6'. ~;..-*. :~.=-* A*~:: e.c.c* f- 1040 t.C"" Tro 1::"'. ':LCSEO rctACTL'~ES r=1c~ 6i. '-2.] 1 , ~2.7 1
- 64.0 1 *
.;.~, C? I ,",'/0 0:6,3 I l.tCO Tr. p:v. =!"1~'1 L~CAU.Y SLJ~"(E~:SI~E:. :':I.ACTUP:ES :-::c"' 1,6.9'.
-:,;' f" I ,: ': 3I ,\~r", .. j,:, I 1.~ I 10" 1 Ti' ~~*.). :-::::.en::£ =':!t:"**
o-
- ..~~ :~*.:SEC -=~.
TC~~t:TO '*'(!£!=: f- 1035 ~ !~":*-T"'*:~; ;E':y t !:";~~ ~=-.lY: :;o::"SSIL !~~:o:-*_*S -~ITH :-.:~SIL
~~!T ?£~S: .t::." ~;.;.:.L:..,. !' . ..:=::: ~.:*: :-!'IE" G~AIU£0:
.. i
;~ ~ 1~-r**' T~* *; ~~'.! ~ =* ~ E~~(~~;.~ ~ ~~=*~ ~ ~~ *, ;~ ~ ~-~; ~ ~ ~ ~~~~ l~.*~~~~: S. 00 I 1
75
.. _ iL- I THI~ll\ :.,.1r.*r*:~TE:*,
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2:S-35h (Sheet 1 of 2) Log of Boring P-8 Rev. 0
uw
- ... BORING P-8 CONT'O. -o:
g: 0 :z::::> L.ABORATORY ....
~
zo: 0
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cc O:..J TEST DATA "'
!is 5...
u> 0:0 wu 0 0: .....
U
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- i;z SYIIIBOLS DESCRIPr/ONS
~.
3.1 l 10"7 80 - ~. 1025 C. I' CLAYEY SHALE LAYER ~RO~ 80. 7'
~
85 - ICC ICC -,1020 G~ADES VERY SHALEY ~ROM 85. 6' SHALE: G'lEENISH-GOAY Ill UPPEO 1.3' GRADING TO MEOIU GRAY At:C
~DIUM DARK GRAY: LOCALLY CALCAREOUS: CLAYEY: SLIGHTLY CA*~C*'lACE:VS: THIIILY LAMINATED: ~<ITH l'lTERBEDDEO SANOST~t:E:
8.8 l 10.. LIGHT GRAY: :>LcA*EOVS: SILTY: MICACEOUS: SLIGHTL-y---- 90
,_ CARBOIIACECUS: F"INE GRAI~EO: LAMINATED TO THIN BEDDED \liTH
-.1015 0 ISTOOTEO STR~cTURE: ANr S IL T~T~'IE: MEDIUM DARK GUY:
SHAL~Y: SLIGHTLY CARBCNA[£60S: Ai[ACEOUS: L~HINATEO TO THit-. BEOOED. SHALE ICC~* ~ROt* 8S.8' TO 87.9' z i1- SANOSTOI!E IC'"" CRADIIlC TO 4~ AND SILTSTONE 4~ ~ROM 87.9' 0
;:::: CL 95 -
- )
TO 100. ~* 1cc c( 0 lOC --,1010 L. ~ 0 :L':'S ~~ r:aCTURE rRC ... 8~. 6* :=: a: NUMERO~S CLAYEY ;.A,INAE AND THIN BEDS ~ROM 9D.0' TO 96.2' a: "(ll 0
'-'- Ul Ul VERTICAL OPE'l ANO CLCSEO ~RACTURE ~OOM 98.S' TC
- 0 100.2' c(
loJ 100 - 1005 SANDSTOtlE 10~ AND SILTSTOIIE 40:' ~ROM 100.5' TO 106.1' u z loJ
..I Ill
- )
a: 0 Q
~
105 - I OC ICC
-,1000 GRADES VERY CA~80NACEOUS !'ROM 105.0'
.. ILL IAMSBURC C:AL SEC
..I
- OAL: BLACK: SHALEY: THINLY LAMINATED.
~E: MEOPJ~ DA~** G~AY: t:ALCAC'E:IU5: THINLY LAMINATED.
~p£*; SL 1 Cv.e*;s1:~: nt:.CTI.!P.ES n~o~ 108.2 1
- lC8.S'. It:?.!'
,_ AND 109. e*
/10
- 995 l.MAZON lA ._,E,..9ER SI-'ALE: :.=:e:*: t~l.l."";to!-.. ":'~LC~~EC'IJ5 T" 'IH.Y CALCAI\EOUS: * * ._
--:.tr<\INt.i'[jj: :.',.!:**.E!"'::;*JS tOCCUL£S MHi LAYERS OF' Llf>~ESTC~t.
Llt*'ESTOrJE: Lt~H'! .-.~.:.**: OCC~51Ct.:l..L roSSIL F'RAt;,.._Et4TS: F'lfl( 1:c 1 cc. ~:: ' " " ' ": ~~1c:; SEODEC: ,;ITH lllTEREEDCED SHALE: GqE(>JISH-GRA: - ."YEY: c>LO'FO~S: T~ll; BEDrEO. - - 115 - 990 IRELAt;C ME~EF< SHALE: G~E£~11';~-~~:..,. ::;cuotN(; T(l ~*::*)"" ::iKA'V: SAU~Y !': L'PDEF
-c'76 1 : G::tAC~~ Sll'!"'* I?ElC~*! llf.~': '*~I,.:.CEOUS: THit!!..'t LAMINAT(C T*:~ T:.: 1*, S.EOOEC.
~2~:~g c~~~!..~t~ ~;r~ 1~f~~ ~~6\*~~.IC-31-73.
r::P.OIJ'>*...;L'it: = *~i :::co~.:-.:*:* t.~ <..7 F'CET ON \',.;...~3. Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35h (Sheet 2 of 2) Log of Boring P-8
~~
L.ABORATORY BORING P-9 SURFACE EL.EVATION 1104.5 cc C>U TEST DATA COOROINAT£S, N 584670.0 E 2807250.0 -z C:t SrMBOI..S DeSCRIPr!ONS
"'o
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MfMS£'C
. \>.'EAT~E'~S OA~-: YELLO'Io-'IS~o;*OQ.A~~G: TO MODERATE ::::E
~tso...~PQ\>11.: SILT'!: :-~NET~ ',1£'r:1' r"JNE' GRAINED: TI-l!~ TC' a:
tJ.(OIU~* BECOE::: HIG..-L" Y.*tATHEPH. ....0 10- Q 233C 0 SI 1--+--11--,/. 095 SAtlOSTONE, LIGHT GROY >IEATHEPS OA,*: YELLOWISH-ORANGE* CALCAREOL:S: SILTY. ;.A~\It~ATEO TC 1 *'E'~'U"' BEODEC '..'ITlJ (ltSTORTEO E
- 323.00C. PSI STRUCTURE, MOOERATEL Y WEATHE,EC wIT" LcCAL "IGHLY wEATHERED S I L T'V SANC" LA"'! ~;A~.
ICC GRADES WIT~ INTERSECOECI GRAY SHALE LA~INAE F"RC,.. 10.9' UEUHADH ME .. BE' 15- I--+--IH090 SHt.LE: ~EDIU~. GRAY:
--r'tLCAREOUS: THINL'r WEt.THERS GRAY!S~*('RANG£: ClAYEY:
LA~INAT[Q; ~~:or;:::.T[L'!' WEATHERED* OCCAS!Ot~AL C.CC T(' r.CI5' INTE0£(~5 or- SILT~T:j£. ~~OOERATE
.li.:! I BROWN, THII; BECDEC. ----
tiw
- 138 PCF ~I t--1085 20- ~RAOES TC SLIGHTl'f' ;.t~ATHf~ED AT 22.1' 25- HOBO SHALE: Joiii[OIU,... GRAY: VEP.Y CAlCAP.[C'L'S V[D" CLAYEY: l"!'t.jLY
--u<~INATEQ, NU~EROUS f"OS51L <OAG~PiTS. LIMESTONE LENSES AND IC: ~ODULES.
30- f-1075 A. 35- 3o.~* f-1070 :l 0 a: 13 I PSI 9t <:> i
- o.53G PSI z L;J 0 z 40- r-1065 ;: 3:
c: c:
~* PLATTSP()UTH MEMBER LIMESTONE, LIGHT CLIVE GRAY TC* MEDIU~ OAR~ GRAY, L~CALLY
- E a:
- t Ct)
Q
- 860< PSI E
- 5.932,('-:G PSI
~IF'EROUS: SHAlEY TC': LO:::AL!..Y VEDV S"'ALEY: F'lt.jf GQAINE':O:
THIN TO MEDI~~ E!:Ct:-t::, u:.<iEAT~E"E:;, *!'!>~II:T \'UGS LESS ... 0 45- r-1060 THAN 5~*; O,OClTC C..6' lfiTEREEDS ::.:- SHAtE~ \.IGHT OLIVE GRAY T~ MEOIU" DARK G~AY, CALCO~ECCSo"'C'O'l:'liLLY VERY CLAYEY: 0 THINLY LAt*"NATE" T: "EDIL'M BEDDED. 0.02 1 ZONE WITH PYRITE ~lllERALIZATION rqoM ~2.8' C[ a: s* 0.1' CLAYEY SHALE LAYER f"RC~ 1.7.1' 0.6' CLAYEY SHALE LAYE*- f"P.O~ l.7.~' 0 50- r-1055 0 I HEERNER MEMBER 55- t--1050 SHALL DARK GRAY TO GRAYISH*BtAC~, VERY CARBONACEOUS, TfiiUL'
--u<MINATED, OCCASIONAL 0. CCI' T~ G. G2' "lTEREE'S or SILTSTONE: LIGHT ~RDWtliSH*GRAY, LAMit:ATEC TC THIN BEDDED.
s* LEAVEN~RTH MEMBER . LIMESTONE: MEDIUM GRAY: f"OSSILif"EPOCS: VEP.Y f"ltlE GRAINED, 57*".
--.ml'TtJI'I BEDDED: BASAL 0.9' IS VERY SHALEY CALCARENITIC Q:'"68lfD PSI f-1045 60- E
- 5.288,DODPSI L IHESTDNE.
SNYDERVILLE MEMBER SHALE, DARK GREEN !SH*G~AY TO MED IU~ DA 0 < GRAY: VERY
- --riLCARmUS: f"OSSILIHRDI!S' CLAYEY* THINLY LA':II;ATED.
15° OPEN f"RACTUA E F-!<N'* 5~. ~' 0.5' CLAYEY EROKEN ZCNE FRO~ 61.7' 65- r-1040 150 OPEN f"RACTUP.ES FROM 62.7'. 62." .,JO 63.8' 60° CLOSED f"~ACTURES FROM 61..0' A"D to.2' 6~. ~** -ICC Q
- 9C PSI ~~C" OPEN SLICKENSIOEC F"DACTL'C!:E ~eo" ... ~7.9' E
- 3, 600 PSI C.~' VERTICAL OPEtl F'RACTU~E ~~0,.. ~:.c*
T~RONT~ ME .. eEP L1"1ESTOUE: VE'ei:Y LIGI-!1 ";I:::A": F't::'SSILIF£ 0 ~::~ '.*!ITt-: rr.SSIL F"RAGMENT 7C 8.7XI0" 1 f-1035 ~EOS, vERY SHALEY BRECCIA ZC.NE !:. ~'**E~ 1.2', <iN£ GRAINED, THIN TO MEOIU~ PEOf\F't*: DUJ:tnltJl T~ :.C.l' VU(;$ LESS THAN 5°': OCCASIONAL 0.01' T: C. IS' IUTE~EED~ 0< SHALL GP.EEtl.ISH* r;RAY: CLAYEY: CAl r"'~ 0 ~"'L',.: T"fNl" LA'*'I~A'Tt'n"ic THIN BEDDED. 1---~JC(' 7: C:.f.' VFRT~CAL OPEN r;::,A ... TUKE F'GO,.._ 7(.3' 75- 8.9*10" f-1030 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35i (Sheet 1 of 6) Log of Boring P-9
- Rev. 0
uw
~
0 BORING P-9 CONT'D. .....
-o:
- r:::>
LABORATORY TEST DATA
.."'e.::
~~ :~
U> 0 0 cc O:.J
-z 0:0 0:
ffiu "'"
... 0:
SYMBOLS DESCRIPrtONS
":a
"'o
~z
~*
5* B.9XIO"' 80 - f--,1025
!§.:.1' 85-Q
- 5580 PSI E
- 3. 729, 000 PSI l_ 95 53 f--*1020 SHALE' GREENISH*G**'*, vERY CLAYEY, CALCAREOUS, THINLY
--clrMINATE~.
0 90 - f--*1015 SHALE: ... EOIU.,. O~P~ r,qav: CLAY£V T':" LOt:ALLY VERY CLAYEY.
-"1_ --n-tGHTLY _::.3.Sl6C~;A~E:C.US: TH*~~LY LAt-'INATEC f.IITM INTERBEDDED 9". 2' SANOSTC'!NE: L tGHT GR.AY: S*LT't': Mf':ACECIUS: SLIGHTLY 95 - o,. *
~ous, LA"INATEO T~ Tu"' EEDDEO w:TH DI~TORTED 156 PCF f--,1010 STRUCTUP~: 4ND SILTST~~E: "1£01L'I"' OAAv t;RAY: SHALEY*
SLIGHTLY CAP~t1~~7"""THCA':'E0L'c
- LA,..INATEC TO THIN C£00£0.
100 78 SANDSTONE loC"' ANO S IL TST~NE c~** 'OOM ~I. 5' TO 99. 8' 4AXIO"' .. 100- t-.1005 SANDSTONE 10~* GRADING TO LESS THAN I c* AND SILTSTONE CC" 'OC
- 99.8' TO 108.8' VERY CLAYEY F'RO" lQo. 7' TC ICe. 9' f--,/000 105-97 60 GRADES VERY CAP80.,ACEOUS FRO,., 106. 9' 109,0' loi1LLIAMS8URG COAL BE:
,,
- 14i PSI f--:995 COAL: PLACK.: SHALE": '!'HINLY t.Arn~.1TEC TC TLiit-J !"ECOt:
1/0 - E
- 8.670 PSI 'mrE: I"*EOtU,.: ::.:--::* *... .:.*: ":ALCAR~~:..!S: :~AYEY: THINLY .,.:.r.-n,;:.TEC.
~AOES TO Gr\EE~:i:*; .. cr.AY F'ROr: 11'-.;'
z
,_MAZON lA HE'18ER 0 SHALE: G~EE!'JI!U-G:A": VEqy ::.LCAREOUS: THINLY LAMt~.:.*c.~: j: a.
.!..!.::.:.2'
- l 115 h 990 ---mJMEROUS L IM(STCNE LENSES.
L 1PEST~NE; GP.EE,.li~H-GIUY: OCCA~ h"",NAL rcss IL F"Rl'.'":M£P!"!'Cj: V[OY
- 0 a
Q * ~~ 10 PSI 100 ~: :-**:E '"::.r*~rt': '!ul'; r: *-*::-tur~ ~E:*:r.:.: .. ~"'=* a: E
- 3, I 53 , CCC PSI 75 lt~TE~2E':)~t: :=*ALr.
TH INU LA**""n'!":":' ('i~EENI)~*GR~Y: :~Avn*: CALCA~EOUS: 0
"- "Ill IRELAND ~E>>FE* U.J u J 120 - f-.985 SHALE: ~QE£*115~-Gf.l:A"*
....,.,.E'S"!':'SE 'lC:":.!Lr"'
~-'\L~Af.l:EOL'S*
- .::~ -~*
Tloi!NLY LAMINATED:
**: L 'Gi-fT GRAY "':AN:STONE LA,.. INA[.
OCCAS!Qt:l.~ z w "::l 0
~~!.~~.O~~.:.~~iv~~- ~r:~~*:**-~:~;*:Ar~:.t\~*"T~qN SEOS rRQM 12l.o.' iG a: c 123. 0' ~
125 - t-.980 80 3e f-.975 130,_ 135- ICC 90
-.970 CCAL: BLA(o:: SHAL[V: 'rr!::~L't I.AI-'It.,!.':"l:D.
~E: ~£!"'"."'"" TC :~1.1-* t;~A'I: :at:.*1;*. ~.:.r.F,Q~A"EOU:: T11 1"tL
--"'[1"1-'lt.f.:.-:"EC: \o.ITit ".T[:Et:O:;tO ~;.~~;:,.,:."':';.:4(: li'1HT :;;:.Y: I;..
SLI*~I-f'TL\' C~RP:O,._.:.*E;!JS: **~'"AC~( r,~.'\INfr1: i'!lt~ LA11 1NATEO TC T11 1', ::c:r: .."IT" :.* :-.;.Tt~ s:r.u:r:..:~E: :.~. SILi:::"7~t.iE: ""1[~1\..'" ~~AY: ';~IG~'7 .. '* .:.i*f.Qt.t:. .. tOL;~: '*:!~!.**r::,lJ:: 140,_ 100 3~ -.965 ~ TC f'(D:l.lt~ BEC:*E~. SANOSiONE 140.".
~c* 0~ . ES5 ANC .'I~ T<;T~UE c;c* *C. ~ Hu,.. 13!. ... ' T;
~*
OCCASION:*!. CLAl("r ::~**/.~*. 1...\'.'lt;A( ...... ; * Q
- 178 PS I 137. 2' E
- 6.230 PSI SANC<*TO:~i :~* t.*:* ~ -:..ore*.~ ~(' **.* 1.. c. ~* 'iii 1£.6 s*
145 - 3.7XI0"' 61 .. -.960 NUML"'~~- ~i,_;, * :... - 1-:.:' .... 14;... (.."
~ *._ oc 150 - i-.955 f f: ~:1 ..... * '*,* ;*
Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35i (Sheet 2 of 6) Log of Boring P-9
BORING P-9 CONT'D. "';" L.ABORATORY c I-.;
~
0
...l
~ " u TEST DATA ] 0:
~
1.( :I c SYMBOLS DESCRtPrtONS z 0 3.7XI0
.ill.:.i Ow
- I 155 PCF !L SANDSTONE \Of. GRADING LOCALLY TO 30:: ANO SILTSTONE 60% TO 70'% ~ROM 153.6' TC 16-4.1.'
15.5- -.950 OCCASIONAL CLAYEY SHALE LAMIN,AE FROM 151+.2' TO \59. 7' 98 41. 0
/6 0- -.945 NUMEROUS CLAYEY SHALE LAMINAE FROM 162.1' TO 166.8' 0.35' SANDSTONE LAYER FROM \62.9' I_
- 0. 55' SANDSTONE LAYER FROM \64. I+'
/65
,_ 1-940 SANDSTONE 10~ AND SILTSTONE 75~ FROM 165.0' TO 179.\'
~~~~~~US CLAYEY SHALE LAMINAE AND THIN BEDS FROM 166. 8' TO 100 16 Z.3 Xl0" 7 17'0,_ -!935 17'5
,_ -!930
\00 Jl.
SANDSTONE LESS THAN 5r. ANO SILTSTONE 30::; FROM 17g.l' TO 19 7. 7' 1801- 1-.925 "Z 0 11. 185,_
;::: :;:)
-!920 C( 0
- E a:
ICC 66 a: 0 lo. If) C(
,_ ~*
-!9/5 1&.1 ..J 190 D..,
- I 56 PCF NUMEROUS CLAYEY SHALE LAMINAE <ROM 191. 5' TO 193.9' u
z 1&.1 "0
- )
a: Q 3: 195,_ C(
-!910 ..J 95 50 200
,_ -.*905 0.2' CLAYEY SHALE LAYER FRO*. 207..9' 205
,_ -!900 0
\DO 63 210
,_ -895
~
0.1+5' VERTICAL O*E*I <UCTURE FROM 211.5'
~R~~ ~~~::7AL OPE~I FRACTURE WITH LOCAL \ZED BROKEN ZONES 215 - -8 90 100 76 1.5 XIO"'
220 - ~8 85 C.8'. 3Cc- ~::~~~~ :~:.CTURE WITH BROl<EN ZONE FROM 219.1.' c 0 225 - -8 80 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35i (Sheet 3 of 6)
- Log of Boring P-9
~ BORING P-9 CONT'O.
-o:
0 L.ABORATORY
~~~
zo:
...... i::: ~ ........
"'= u>
0 0
§ ~ .....
TEST DATA 0:0 -z
~5 0:
...... L.!,
~ '"::t
"'o
~ SYMBOLS DESCRIPTIONS :i;z ICC 35 230 - -87'5 235 - 23 5.8' Q
- lo07 PSI
-87'0 ICC 36 E
- 22. 500 PSI PYRITE REPLACE~E'NT or CCCASI='N4L r'CSC)ILS GRA:lES lfl r'DI)~
237. C'
- z OCCASIONAL 0.3' TO 0 05' PALE YELLOWISH-6POWN CONCRETIO~S 240 -8 65 GRADE IN FROM 737.9' 0
~
- E a::
245 - 100 0
~8 60 0
0
-- ""z t,)
250 - >-855 ""a::
~
..J 255 - lib£' ICC OS r-850
~ .... 154 PCF a.
- l 260 -
SHALE: DARK r,RAY: SL IGHTLv CALCAP.(CVS: VERY CARBONACEOUS: 0 8 45 ~INLY lAI<INATEO. a::
~* HAS~ELL ME,.BEP (!)
Ll~tSTONE: L'G\.IT CLIVE GRAY: F'('SSILII='[D~US: F'IN[ GRAiNED: THIN Q
- 1243C PSI ~IU~ BE~OEC: -:CCASIONAL wOD!U~ GRAY SHALE PARTINGS.
V) E
- 12,987,00D PSI C(
..J 265- s;-
262. 1.' 100 60 -8 40 vI ~JLANO ME~BED (!)
- l 0
I SHALE: ~EOIUM G*AY* VEOY CALCAREOU-S: 'IERY CLAYEY: FOSSILIFEROUS
~INLY LAwtNATEO: OC:ASIC"AL C.~Cl' TO 0.01' INTERBEDS OF LIGHT G~Av SA~lO~'TCl~E.
0 C. 9' LAY£: ':*t' SA'~':'C!T~*l~: MEDilf'-'. '~I GHT G~AY: VERY :AL.r:AP.EOUS: 27'0,_ 8 35 SHALE'I: ~OSSIL~':JAOSE GOA!NED: MEDIUM BEDDED: *~~M 266. 9' C. 12' BED OF ':CAL: ELACK: THINLY LA"'INATED: FRACTUREO: <"RO"' 271.4' -- SANDS'TONE: ~ IGHT GOLY: SLIGHTLY cALCAREOUS: CARBONACEOUS WITH
-wrn-:- CARe':*;ACEO:JS THill LAMitlAE: MICACEOUS: ;:orNE
- E'C!~
27'5 97 4-8 30 GRAlNEO: LAMII:OTED TO TH"ILY LAM"ATEO AND CRQSS*L-AMlNATED WITH QIST~nEO STRU:TURE: '"TERBEOOED WITH SlLT;TQtiE: MEDIUM GRAY TC G~AYISH*6LACK. LCC4LLY CARBO~ LAMIN*TED.
- 0. 2' CLAYEY SH'LE LAYER FROM 279. 6' z
0 280,_ 8 25 C. I' BED OF CC*'L: SLACK: PYRITIFEROUS: THINLY LAMINATED:* FROM 279. 7' -- !i::E SANDSTONE: ~E~IU~ GRAY: SILTY: CALCAREOUS: SLIGHTLY a::
~>CEOUS: '<ICACEOUS: VERY ~IIIE GRAINED: TIHNLY 0 LAM t NA HO ,; ITH 01 STORTED STRUCTURE: INTERBEDDED "I TH 29.7 o 2 I Q
- 2 170 PSI SILTST:,:£: MEDlU~ OAP< GRAY: SliGHTLY CARBONACEOUS:
~TO THIIILY LA"'IIIATED.
'a::"'
285- ~8 20 ~-3' ZO~:~ **:ITI-i ;;* :*..'SUL INIC' F"OSSILS FP.('I,., 291.4' E
- 428.000 PSI 100 iC 0.3 1 vERTICAL ~~n; =-~ACTU~~ r~QP-' 294.C' BROKEN !ONE >IT>< :. :' 'IERT I CAL OPEN FRACTURE AND 45° OPEN
""z
(!) C( F'RACTU=:~ ~~':~.- iEf.C' C.7' VERTICAL O*EN <"OACTURE FROt* ?88.8' ...a:: 290 - 8 15 V) SHALE: GR[~N!Sl.4*G=A"* ':LAY~"* CAL~.1DE'rt:S: THINLY LAMINATE"O:
>C"
---oiS~L :.2' GRADES .,ITH FVSULINIO FOSSILS 295 94 3; -810 TC'~~GANOX IE p.i£'1A~£'D
$1-!ALE: GRH'OIS'-~*G:::tt..,.* GIUOnlG T(l t.*:n*ltl,_. DARK GRAY AT !01 1':
~IGMTLV ':!~fr:*;A~::!:S: SILTY: ::.AYEY: LAM.INATEO TO THINLY LAMIPOAT~~: ~-.TH l'lf"~~QU~~T ~.CC'* !NT(RBEDS OF' LIGHT G~A-1' SANOST:'~:~: tt.':O ~!l".. :C'(.'S -":'~ ~**TY 1 t.P1 I riAL THC!OUGHt:'lf.
C. 1' Tc C. ro* YELLCIIISH-e?.C>I'I CONC?.ETIDNS GRADE IN AT ;97. 7' 300*- -8 05 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2. 5-35i (Sheet 4 of 6) Log of Boring P-9 Rev. 0
- ......c BORING P-9 CONT'~ -o:
U"'
...cc L.ABORATORY ~~ c u> 0 0:..1 cou TEST DATA 0:0
... u 0:
-z
"':a 0:
SYMBOLS DESCR!Pr!ONS
"'o
- i;z 305,_ 100 .o f-. 8QO SHALE: MEDIUM DARK GRAY: SLIGHTLY CARBONACEOUS: THINLY
-rJ[MINATED: INTERBEDDED WITH SANDST~'IE: LIGHT GRAY: SLIGHTLY CARBONACEOUS: MICACEOUS: FIN~: THIN BEDDED TO THINL y LAMINATED WITH DISTORTED STRUCTURE.
310,_ 795 SANDSTONE 10~ GRACING LOCALLY TO 25?; >ROM 305.6' TC 316.6' NUMEROUS CLAYEY SHALE LAMINAE AND THIN BEDS FROM 305.6' TO 320. 5'
,__790 315,_ SANDSTONE 50:1; FROM 316.6' TO 318. 7' 90 23 SANDSTONE 2~~ FROM 318. 7' TO 327. 7' 320,_
'-.785 I
325*- -.780 100 19 SANDSTONE 10" FROM 327. 7' TO 3lo3. I' 330
,_ -.775 OCCASIONAL CLAYEY SHALE LAMINAE AND THIN BEDS ;ROM 328. 6' TO 329.8' .
0.25' BROKEN ZONE WITH VERTICAL ;RACTURE ;ROM 329.8' I z IIUMERCUS CLAYE.Y LAMINAE AND THIN BEDS >ROM 332. 9' TO 3lo I. 7' 0 i= 11. I 335*- -.770 <
~
- l 0 I 100 22 a: a: !
0 C) II. Ul I a: < ! 340,_ -.765 w C)
..J C) i 343
- 2 I z ::l 0 I FRO!" 3lol. I' 6' < c o,:-:-156 PCF 98 72 SANDSTONE LESS THAN 10~ T~ ~69.
...a: iI Ul 345 - -.760 !
i 350,_ '--*755 l I 99 9' 355 - h 750 360 - 745
-- *oc 365 -
~ 740 77 7i I
C.t.' VE~Y t:"AR80NACECUS Z:CNE ;:"RQ~ 3~8 . .,, I 370 - h 735 I*IESTON MEMBER
~;DARK GRAY: SLIGHTLY CARBC~lAC~C-~S: TH!~HY *:.~nN.".TrQ, t-.730 I
375 - WOLF CREEK I UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35i (Sheet 5 of 6 )
- Log of Boring P-9 Rev. 0
. BORING P-9 CONTI 0. -a:
U"' Q z:> cc Zll: L.ABORATORY iii Q
~ u> 0 "'""
c:>U TEST DATA -z 11:0
"'" "' ell
"' SYMBOt..S DESCRIPTIONS
"'o li;z 97 36 1.4' BRO~EN ZO*E. LOCALLY CLAY-HEALED WITH VERTICAL ANO 6c" OPEN ANO CLAV*HEALED FR*CTURES FROM 378. 5' 1-.
380 NUMEROUS CLAYEY SHALE LAMINAE FROM 381.3' TO 382.2' 48 11 z 1-.7'20 385 - Q C( II. 0
- E a::
a::
,., en" 0
r-.7'15 390 - INTERVAL FROM 389.0' TO 390.8' NOT CORED DUE TO EQUIPMENT a:: C(
..J "z 0":I 392. 9' HALFUNCT ION IIJ Dw
- 163 PCF C( Q a::
t-710 ....en 395 - 87 87 1-7'05 400,_ NUMEROUS DAR~ GRAY TO MEDIUM GRAY CLAYEY SHALE LAMINAE AND THIN BEDS FROM 397. 5' TO 403.0' IOC 43 SOUTH BEND MEMBER LIMESTONE: LIGHT GRAY: SANOY: SHALEY: LOCALLY FOSSILIFEROUS: 405 - t- 7'00 F lA£ GRAitlEO: THIN TO MEDIUM BEDDED: OCCASIONAL DARK GRAY SHALE PARTINGS.
~ LAKE MEMBER "a.
Z:;, 1-695 410*- 100 54 SHALE: MEDIU~ GRAY: SILTY: CALCAREnuS: VERY CLAYEY: THINLY
----rJ(MINATEO: INTERBEDDED WITH SANDSTONE: LIGHT GRAY:
CALCAREOUS: SILTY: FINE TO ~INED: LAMINATED TO THIN iiio za:: C(" BEDDED WITH DISTORTED STRUCTURE, ..J GRADES COARSE GRAINED FROM 312.7' BASAL 0.2' CONTAINS 0.05' ANGULAR NODULES OF LIMESTONE 415 - 1-690 STONER t<E ~<B ER LIMESTONE: LIGHT GRAY: SHALEY: SANOY: VERY FINE GRAINED:
~BEDDED.
GRADES LESS SANOY FROM 3 14. 6' 0.4' VERTICAL OPEN <RACTURE FROM 316.5' BORING CD""LETED AT 416.9 FEET ON 11-13-73. CAS lNG USED TO A DEPTH OF 19. C FEET. GROUNDWATER LEVEL RECORDED AT 25.0 FEET ON 11-16*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL FROM 3. 5 FEET TO 50.8 FEET CN 12-13*73. FIRST PIEZOMETER INSTALLED 4T AN INTERVAL FROM 69.0 FEET TO 80,lo FEET 011 12-11*73. PIEZOMETER READINGS ARE PRESENTED ON TABLE 2.4*31 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35i (Sheet 6 of 6) Log of Boring P-9
~ Ulol BORING P-10 -a:
= ~
~ ....
- l::t
~~ ~~
Zll:
~tl 0
L.ABORATORY SURFACE EL.EVATION 1108.4 O> 0 "'-' Cl..~ TEST DATA 11:0 cou
-z
~~
... o II: CQQRQINATES' N 58o67C.O E 2807850.0
~I( ~u ......
II: Q;: ~ SYMBOLS O£SCR1Pr!ONS
*~.,z~
0 P[J -I') f-1105 P[) P[J 5 - lt~jJ'm~~ PARK MEMBER SANDSTONE: .WEATHERS DARK YELLOWI<~-ORANGE: SILTY: FINE TO VERY 9C 63 ---;,m-r.RAINED: LA,..INATED Tn TMIN HODED WITH DISTORTED STRUCTURE: ...aDERATELY WEATHERED WITH LOCAL HIGHLY WEATHERED f-1100 SILTY CLAY LA,..II!AE: OCCASIQIIAL HEMATITE-STAINED CONCRETIONS. 10 - 0. 7' :ROKEII ZONE wiTH VERT I CAL OPEN FRACTURES FROM 4. 7' 0.8* BROKEN ZONE <RQM 9.5' SANDSTC*IE: WEATHERS G;<AYISH-ORANGE: VERY ~ALCAREOUS BELOW 10.6° a,; o9 ~0 VERY FINE GRAINED: THI'I TC >*EDIU,.. BEDDED WITH D ISTORTEO STRUCTURE: MODERATELY ~<EATHERED: GOOD PERMEAB I LT IY I ICC IOC f-.1095 , ...... rr~ C.3'. (F.\ *. <S SILTY OIITP INTERBEDDED GRAY SHALE LAMINAE FROM 11.6' 15 - '!i..'-*MAOER MEMBER SHAL~: HEDIU"* GRAY "EATHERS GRAYISH-ORANGE: CLAYEY: SLIGHTLY
---cxLCAREOUS: THINLY LAMINATED: I"'DERATELY WEATHERED*
.....,1090 OCCASIONAL O.COI' TO 0. I' INTERBEDS or SILTSTONE: LIGHT BROWN ISH-GRAY: LAI'O.ATED. ----
ICC IOC r.RADES 10 SLIGHTLY WEATHERED AT II.. 6' 20 - 0. I' SANDY LIMESTONE lEtiSE FROM 17. 6' f-1085 25 - 95 91 f-1080 30 - 0 SHALE: MEDIU,_. G. . Y: ':LAVEY: VERY CALCAREOUS* THINLY LAMIIIATFD:
~IGHTLv WEATHE""' 'IUHEROUS roSSILS AND rOSSIL FRAGMENTS.
-,1075 rL L !ME STONE LEtlSES AND NODULES.
35 - VERY CLAYE"I 'RC~ , .
- TO 34. 8' IL VE~Y CLAYEY rt:;~t.* 3~-~~ TC' !.2.7 1 :
0 lOC 5'- a: I-1070 (l) z 40 - 5.9
- 1o** 0 L&J L&J i=
< z LATT'Sf!MJUT~ *~p~ere
- Iii 5:
I-1065 Llt'.ES"!:l:: G:-E::*:*~:: ..~:-:.y TC HE~IU~ GRAY. ~OSSILIF'EROUS: LOCALLY a: < 45 - IL SAACEY: =-**:r .-;~:.*,*.£:: THHJ TO T!:*c~* EEOOED: PINPOINT TO C.C2' '.'t:GS L~SS ~ 1 'A~J S~': UNWEATIIER£0: 0.00\1 TO o.. ** 0 Ll..
- r Ill 9E e2
!r~TEQ~r:s ~r ~:t!,i ~: !':~EE~llSH-r.P.AY TC CALCA- E:'t: ... : L~': :LAYf'r . THINlY LAMINATED.
G~AY ISH*BLACK: c
- 0. 15' CL:.YE'( ~HALE' ;,.!YE~. n.Qfo! 46. :' 1 <
L&J f-1060 a: g: ~: ~t:~~~ ~~~:~ ~~:~~~ ~~g~ t~: §:
- 3.7 a 10" 1 0 50 r IN ELY Ot;~(":ATE' ,.,.,.ITE ~LONG loS~ vERY CAR PO"~ "IDUS , .* ,
-1055 PART!';!": :.T =;.***
GRADES SHAcE'* 'RO~* 53.3' 55 - iL- ~r.-;ro
~* SHALE: c:=.nt~t-~-;~!0:': 'JEDY CAR~O~ACfOU5* T: 1 r::l" LA~'I!OATEC*:
Dw
- 139 Per ---"1ltCAS!CtiAL (.LCI' Tc 0.0~' INHRE.(OS or SILTSTvtl(: ~!* i.
SROW~HSH-G~:.*,: LAHINATEO TO '7HII1 SECi;E~.---
- 56. 9' f-.1050 EAVENWORTH "'E~*e Er.
60 - ~\'1
- 137 PCt 1.3 l 10"1 li,.,EST':IE: Lt,:-::~ *:~*,: .='~I$SILIF'EROL'S: C'lt-;f :;;:..:.t~:EC: "(~1;;~ -"'
~~E~~E:: *:.lSt.L 1. C' IS VERY ~;iALE': :o.:.RSE Gr. A: ~lEL;
~ALC.l~£*;1'~1** _I"~Si.:'liE.
§.Ll' V ILL£ '*'E:'*'; E'=
SHALE: G~£[*:1;:*-r,:::.*(: *.."£Dv CALrAREOUS: '"L:.Y(Y: TLfn:LY L.'\v"~t:Tr"' D.,.J
- 141 Per '-1045 IL-
~ro:*: :-:-.;.~T* "t~ :":'*' -:r::. 1 1
- 60.3' .:.1~~ 6C.:.*
65 - L-;° CLOS~~ r=-:.~-:u~::: ~*~*:'M ,:,*~*
*-*- !.5° OPE~J 5LI~<~*:jl~*::t :=:ArT*;P:E ~*~n"" n5.6'
- 1040 70 - 0 I-1035 75 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35j (Sheet 1 of 6)
- Log of Boring P-10 Rev. 0
U"' LABORATORY
~¥ ~~
0 BORING P-10 CONT'D. -cz:
...:Z:::>
0
..-z,.
~.: U> 0 cu TEST DATA "'e a:o a:
ffiu ......
... u
... cz:
SYMBOLS OESCR!Pr!ONS
"'o
- z
'-- 1'110 0.4' INTERSECTIIIG VERTICAL FRACTURES FRO~ 70.5' z
0 r-.1030 C. 7'. Boo C?E>; FRACTURE !'~J~ 78.*' ANO C. S' VERTICAL OPEN ;::: FRACTURE FROM 7;;.7* 80 - 1.2
- 1o**
100 ICC 0. GRADES TO VERY SHALEY FROM 80.5' TO 82.2' e' vF>T I CAL C~~SEO "RACTURE FROM 80. 6'
~
a: 0 C. I' CLAYEY SHALE LA YEP FP.OM 82. I' I&. r-1025 c 101 85 a:
~ 99 99 0
r-.1020 SHALE: GREENISH-GRAY: CLAYEY: SLIGHTLY CALCAREOUS: THINLY
~INA TEO *
. 90 - 5.4
- 1o**
SHALE: ~EDIUM DARK GRAY: CLAYEY TO LOCALLY VEPY CLAYEY:
~IGHTLY CARECil,CEOUS: THINLY LAMINATED WITH
~ SANDSTO,IE: LIGHT GRAY: SILTY: MICACEOUS: SLIGHTLY INTERBEDDED Ow
- 14!, PCF ~OUS: LAMINATED TC THIN BEDDED: AND SILTSTONE:
~ 1015 HEDIU~ DARK GRAY: SHALEY: SLIGHTLY CARBONACE~CEOUS:
95-LAMINATED TO THIN BEDOE:D. SANDSTONE IC': AND SILTSTONE 80" FROM 90.0' TO 91.8'
~ SANDSTONE 40' AND SILTSTONE SO~; FROM 91.8' TO 101.9' 100 0 NUMEROUS CLlYEY SHALE LAMINAE AND THIN BEDS FROM 92.9° TO 10 I, 3'
~. 1010 100 - 1.0
- 1o** SANDSTONE IC"' GRAD WG TC LESS THAt/ 5,; AND SILTSTONE 40~ FROM 101.9' TO 103.6' r-1005 SHALE: GRAY IS14*BLACK: VERY CLAYEY: CALCAREOUS: VERY
---,:IRBONACECUS: .TJ.<IIj BEDDED.
100 /05 - 0 COAL: BLACK: SHALEY: THINLY LAMINhTEO .
. IL- "S"RlrE: ~ARK GREENISH-GRAY: VERY CALCAREOUS: CLAYEY: THINLY
-.:IMINATEO.
30° OOEN SLiCK£1/SI~E: FOACTURES FROM 106.0'. 106.5' AND 107 9'
~ 1000 0 3C C'_,Pl St.ICL:O~SIOE: r-~ACTUR.E ~P.OM 108.4' 1/0 - 50° OPEN SLICKENSIDED FRACTURE FROM 108,5' lA ME~BER SHALE: GREENISJ.<*GRAY: CLAYEY: VERY CALCAREOUS: THINLY 0 ---rlMINATEO: OCCASIONAL L IHESTONE LENSES AND NODULES.
S0 OPEN StiCKENSIDED FRACTURE I'ROM 108.5' r-995 Ll,..oSTONE: GP.EENISH-GRAY: VERY SHALEY: FINE GRAINED: THIN TO z
- --n:rfrrBEDOED. 0 a.
115 0.15' CLAYEY SHALE LAYER FROM 113.5' ~ ::> 0 ICC 70 GRADES IIITH LESS SHALE FROM 113.7' IRELAND MEMBER
~
a: a:
~
0 h 990 SHALE: GREENISH-GRAY: VERY CLAYEY: SLIGHTLY CALCAREOUS TO
---,:ILCAREOUS: THINLY LAMINATED: WITH OCCASIONAL LAMINAE OF I&.
120,_ SANDSTONE. 101 t)
...J
.!1..!..:..:' GRADES WITH ~EDIU~ GRAY MOTTLING FROM 120.9' z101 ~
o\*J
- lt.S PCF a: 0 c
h 985 C.OOI' TO C Cl' VERY CARBONACEOUS INTERLAMINATIONS GRADE IN ~ 125 - ICC c
;-ROM 123.6' ...J h 980
/30 - 0 CLAYEY FACTION GRADES OUT AT 132.2' COAL: BLACK WITH MODERATE BROWN INTERLAMINATIONS: THINLY r-975 ---'tAMINATEO.
- 135 - ICC 30 NUMEROUS C.C2' TO 0. 1' VERTICAL CLOSED CALCITE-LINED FRACTUR£S
~ROM 13 2. 6' TO 13 3 . l '
SHALE: wEDIU~ GRAY 1~ DARK GRAY WITH GREENISH-GRAY MOTTL lNG:
--v!RY aAYEY: LCCALLY CALCAREOUS: THINLY LAMINATED otT~
~ r-.970 I tZTE~S ~~:>~~ S ~tlOSTC' ~IE: LIGHT GctAY: SL !GHTL Y CALCAR ECUS:
SLIGHTLY CA~~: ~ICACEOUS: VERY F'INE GRAINED: THINL~ LAMINATED WITH DISTORTED STRUCTURE: AND SILTSTONE: MEDIUM 140 - .!..:.2..:11 GRAY; SLIGHTLY CARBONACEOUS: MICACEOUS: iHIN[T lAMINATED *
.. VERY CLAYEY I'ROM ll3.3' TC 142.2' Cw
- 153 PCF SANDSTONE IC': AtiD SILTSTONE 3~ F'ROM 133.3' TO llo0,2' 1.2
- 1o** r-965 GREENISH-GRAY ~IOTTL!NG GRADES OUT AT 140.0'
- .3' SA:;OSTC*j£ LAYER I'ROM 140.2' SANDSTONE SC:: AND SILTY SHALE 50:~ FROM llo0,5' TO 150.5' 145 -
1.0' SANDSTONE LAVE* WITH DISTORTED STRUCTURE F~OM 145. 2' eo 2C h 960 1. I' CALCAREOUS SAt/OSTONE LAYER WITH DISTORTED STRUCTURE F'ROM llo9. (" 150 - Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35j (Sheet 2 of 6) Log of Boring P-10
..,-o:
0!:::
~i::: L.ABORATORY
=
g~
~0:
0 0
~
i:::'i::: BORING P-10 CONT'D.
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TEST DATA
~g 0:0 0:
0:
~\(
-~
- ~
'- ~ SYMBOLS OESCR/PT/ONS :i;z 150 SANDSTONE 10~' AND SHALEV, SILTSTONE 90~ F'ROM 150. 5' TO 163' D' 29 -955 155- NUMEROUS CLAYEY SHALE LAMINAE F'ROM 155. 7' TO 159, I'
-950 55 :t 160- 0. 7' ZONE OF N~MERDUS HIGHLY DISTORTED SANDSTONE LAMINAE AND THIN BEDS FROM 159' 6.
SHALEV SILTSTONE 1co~* WITH OCCASIONAL CALCAREOUS SANDSTONE
-945 LENSES FRO~. 163.0' TO 165. 6'
/65- SANDSTONE 30:' AND SHALEY SILTSTONE '0°' ~ROM 165. 6' TO 175. 3'
!5.1 10" 1 I
ICC ICC
-940 17'0-
-935 INTERSECT*% 0.4' vE~TICAL OPE" rRACTURE, 0.2'. 80° OPEN 17'5- FRACTURE AND 45" OPE" SL ICKENS !OED rRACTURE F'ROM 175. 5' SANDSTO~: 10 GRADING LOCALLY TO 50~* AND SHALEY SILTSTONE 9C~ rRCM 175.3' TO 1~3' 0' 95 95 I, 5' VERT I CAL OPEN FRACTURE FROM 176.6.
-930 180- Q. 3 I VERT I C~L OPEN FRACTURE F'RCM 181' 2'
- 0. 6' V[P.TIC.:.l :"DEN ;-~.ACTUrtE ~ROM 192 e.
SHALEY S IL TSTC~E 10~'* *ROM lc3.0' TO :3:.3' z 0.6' 0 925 CLAYE ZO~l~ rROM 183.7' 11. 45 OPEN F'~ACTURES FP.p,.., 185.2' AN:: ~~~.!.'
~ :::> /85- ::!:
a: 0 a: NUMEROUS L.5'0 OPEN AUO CLOSED FRACTURES FROM 187. 7. TO 188, I' 0 " ICC ac II.. Ul
-920 Ill
<...J 190- 45° OPEN FRACTURES AT 190. 0' AND 191. 0' (,)
z Ill "0:::> a: 0 3': 1
-915 <
...J TO 20 I. I' 195- -u;,..EROUS i:Lt..YEY SHAL£ LAMI~AE t"R:OM 19 ..
?IS 20 f-910 200- 0.*~** ~P.C'<Et: z:~*:E =-:tc~~- :'00. ~*
-905 205- 0?
-900 210-
~lUMEROUS i:LAYEY SH.t.L[ LAt*1PJAf FRO~.:?. 13. 3' TO 219.4'
-895 215- !SO
-890
.lli:1' 220- J,_*l .. )I.. i PCF' G~.l.OES V[PY :i..AY[Y C'~(H" 221 "'
~:
-885 225- (EC'~ !'!G C~'IT I~Wf:Ji Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35j (Sheet 3 of 6)
- Log of Boring P-10
U'" LABORATORY
~~
Q BORING P-10 CONT'D. -a:. cc iii Q 0:-' u> 0 c:>U TEST DATA ::1
"'~... .....
O:Q
.. u 0:
0: -z C:ll O:c SYMBOLS DESCRtPrtONS l;;z GRADES LESS CLOVE' AT 226. 5' 1.7 1 10" 7 880 230
,_ h
!.ll.:1' :.8' BROK:.t~ !i:*NE *.*illj.i *-~~PT*';AL c-ct.~Tt:RE F'ROM 231.2' Ow
- I 57 PCF ~CBBINS ME~!~O h 87'5 SHALE: M(~IL'"" D4QO.: G~AY: SLIGHTLY
--.-~..AYEY: l!-':';t:!' LAp.oi~J:..T~:'.
~'-~£c*:t.C~OUS; LOCALLY 235~-
lOC 73
~ 87'0 240,_ :.3' GRA*IS~-O<<t;G< *INK LI~ESTDNE BEO <ROM 239.9' C.35' 'JtPTt:t..L ~CI£!l F"AA':TURE ~ROM 1kC*.3' OCCASIONAL c-.Oo' T: :1* PALE BROWN CONCRETIONS GRADE IN AT 1-865 21o1. I'
"~MEROUS CLAYEY SHALE LAMINAE FRCM 242.9' TO 246.3' 245i - 91
~*
,_ -- 1-,860 250 h 855 255
,_ ;?3 :.:*
OCCASIONAL 0.05' TO D. I' 8ROwNIS~-GRAY CONCRETIONS GRADE IN
~T 251o. 3' z
1-850 0 a. I= 260,_
- )
"'a:
0 OCCASIONAL CLAYEY SHALE LAMINAE ;-oo~ 260.2' TO 26'-.9' ::: a: Cl> fZ en
,_ 10"7 ..
1-845 16'-.9' TO 266.9' LoJ "'
.J Cl>
265 4.9 I ~ 8 *;~~EROUS C*.S' CLAYEY F"O~SILI;;:~Cl!S.
~~ALE LAMINAE CALCAPEOUS ZONE
;Ro~
~DI)M 266."'
u zLoJ ::;) 0 l§1..:11 c Dw . 138 PCF 1-840 SHALE: GP.t.Y!Cj4 .. 8LA':I\.:
~IPli. Y .AMINATED.
vn~.Y CAP.80NA:.~OU$: SLIGHTLY CALCAREOUS: a: 270,_
~.s***.:E?~ICAL.
IASO.:EL! MEfASEP Ct"£N. CALCITE-LWEO =-~t.CTURE ~ROM 269.1'
.J
- .t~~~*;o*::: c*~:~:*su.G:-:.v T~ llt;Hi GR~"I: t"CSSILI~EROI.!S: SHALE'f:
~ ~qAt*;~~: "'~':!'.:~ ~~::>~~-.
G~AOES TC vE*v SH~L~Y ;o:~ 273. r-835 v *~lLANO "'!EMeE~ 275 - c :::.n~: f"IEOI!...W GQAY: ~~SSili='ED:'JUS: .E"P.'t ':ALCAREOUS: LA"'I~J.:OTEO 1rc ~Til!~. S~~HiED. 7.0 1 10"7 ~A~:c-'"!'0~:~: ""EDI!J~ LIGIIT G'l:AV: C:ILT\". * ~':.\tLY CALCl.R[C~S:
~~~*s: =-:::~ ~=-.:.t*.::*: L.At'I'.LT~:, -:-:* Tlllt-. OE~DE: :.~~0 CROSS r-830 EEQO(:i ;.,.*tTH OIST::;q;T[;) STRt'CTUR(; 'l!TFReEOnEO WIT 11 51LTSTOUE*
280
,_ MCD I l'~- ~R~Y TC GRAY ISH*ELAC **: c.:~r-~:;I.CEO~S !O LOC~~
':) ....
*:ERV ~'!.R.PC~JAC!Cl,'C:
EC:O*'~t* ::*~E o*;\~u
'.A~; *.t.~t::-.
.to*t:;.l ~or~; *;:.:,.:;T:;RL rRQ,.. :~9.
;SrS~ONE ,;1T~ IIIGHLY ~OWOLUTEo. OISTORTE~ ~TRUCTU~E FROM z
- CAL: 9LAC>:: SHALn: ;HINLY LAMIIIATEO. 0 10 I-825 ~E: OAQ!( GR.1'1' TC c;:::A'f!S'-'*SL.l.C~:: .-*f;:::y CAReONACt0U5: ~:*;'lL'Y I=
~
28l;-;' 81 285*- c\*1 . 1 :3 PCF
---n;MIIIAHC a:
SHAL: :uOES LESS C~~SONACEOUS ANO GREENISH-GRAY
'~C-~ 266.:'
G~AI)~S I~CRL;.)ING SILT ':('~;*'NT ~~OM 286.9' 0 N CC!OO.
...0 f-820 WITH a:
290,_ ~ 1
~ L~.~~::* ~~ ~C~~ ~ t~:.~~; : T *.*.~:~; EJ~~ *;~ ~1~: ~-~~~~Ai~ i~: ~~*~~~=*EO 1 11 z
WIT!-! l*i.:'""'lr:Qt;~ 'J~M* :.:.;.;.cc~~ACEOU~ LAt-11!'-t.C.( ANC OISTOI:\Tf) < a:
~* sr::u~r:*~.l.
I~:C'i\t~Sit~G ~I:;E GRAINr:: ~AND CC':T~*:T :*:-.~,.* D,.t
- I 51 ~':r Gi=I.AOES 1*.1TH '.lfl:l.Y f-815 291. ~' "'
295,_ ICC 67 C! ~~~~:~ *:: ; L~*~ ~ ~~~;. :.~ ;:~~ :.~: :*~~ h~~; ~g'f~~; N C~t ~;~ ~0?:~: ~*. :' ~~ :; '.' S : t 1.1 1 10" 7 SE:.o~: .*:ITL.: :~src.:~n:::: ~TPL<TU~£: NUME"ROU3 lt.r:~.;,r:.l:'~l* .EP c;.~BONACECL'~ l...:."!NAE.
- .A'IDST::>tJ~ y=:.:.~:r- '".',L;:.i=;~OU~ *,.'1'!"" C.Ol' TC 0.0.:..*
f- 810 ~~~;!*~"'* G~A~~~~ . .;* li.. r~.tr.Gt*IEr~~!- 300,_ Ut=\AOES TC P.*E:, i IJ,.. GC: .c. lt~[C . :.::!1'". TCtlf. FROM 300 c I WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-35j (Sheet 4 of 6) Log of Boring P-10 Rev. 0 *
- ..... BORING P-10 CONT'O c :z::o
~~
Cl..~ LABORATORY .."'e~:
~
- ~
u> c 0 cc _.
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TEST DATA
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1<0
... u -z
<<:a
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SYMBOLS DESCRIPTIONS 300 L LIMESTONE*
~0 MEOIU~ LIGHT GRAY, 90~~ FUSULINIO COSSILS' SHALEY,
~EOIU>! BEOO£D, NUMEROUS LIMESTONE NODULES' ICC 93 f-,805 OCCASIONAL 0.01' TO 0.9' INTERBEDS OF SANOSTOilE, MEDIUM.
305 - 4.0 I 10""' GRAY' MICACEOUS, CARBONACEOUS, SL IGHTL "'l'""1:'llmlrrOUS' FINE GRAINED, LAMINATED TO THIN BEOOED.
- 0. I.' SANDSTONE BEO FROM 306.3' 0.9' SANDSTONE BEO FROM 306.9' I-I800 310-IL- ICC 59 O.S' SANDSTONE BED FROM 311.3' 0.9' SANDSTONE BEO CROM 312.0' 2.1 1 1o-* h 1'95 TONGANOXIE MEMBER 315 -
SHALE, MEOJU* OAR~ GRAY, MICACEOUS* SILTY, SLIGHTLY
----rJI:RBONACEOUS, THINLY LAMINATED, OCCASIONAl 0.001' TO 0.01' 1--- INTERBEDS OF SAilOSTONE, LIGHT GRAY, MICACEOUS, FINE GRAINED: THIN(\ (Af11NAIEO AND CROSS-LAMINATED. WITH h 1'90 0 I STORTEO STRUCTURE.
7.6' HIGHLY CRACTURED ZONE !'RO~ 313.6' WITH NUME~OUS VERTICAL
.320 - r- ,___
98 59 TO 30" OPEN. SLIC~ENSIOED AND POLISHED FRACTURES. UPPER PORTION DIPS APPROXIMATELY 60° GRADING TO Jo,0 AT 31S.O'. 30" AT 318.9' ANO TO NEARLY HORIZONTAL AT 320.8". BEDDING IN 32lo. 6' SILTY SHALE 95" AND SANDSTONE s** GROM 313.6' TO 318. 7" 0.01' TO 0.05' YELLOWISH-~ROWN CONCRETIONS GRADE IN AT 31lo.2' f-;7'85 SILTY SHALE 80'" AND SANDSTONE 2c** <RO" 318.7' TO 321.6' 325 - ow
- lSI. PCF 0 SANDSTONE 80"' 'ROM 321.6' TO 327..2' SANDSTONE 10~' 'ROM 322.2' TO 336.3' h 7'80 0
330 - z 100 98 h 1'1'5 0 £1.\ i= 335 -
- 1
< 0
- I; a:: a::
SANDSTONE '.ESS THAN 5" *RO* 336.3' TO 36>.2' ~ 0 Ll.
-.1'1'0 Cl) 340 - 340. e*
a::
..J C) ow
- IS6 PCF loJ ::1 100 9~ C) 0 z Q l-11'65 <
a:: 345 - 1-Cl) OCCASIONAL' CLAYP SH~LE LA***IIIAE FR~M 31.6 8' TO 356 ..0 l!:.Ll' 0\~
- ISS PCt h 760 350 - !00 2!
1-.1'55 355 - 3 ~~. jl 0\~
- ISO PCF 1-1'50 360,_ 9e 97
- 1'45 365 -
h(S'T~~~ ~tft-~Eltr I :c ;;
- 1'40 ;:HAL:: ~[DIU'-~ Oh:!". ~:::.:.v:
~~liS ~l~~E'! :::**.. ~,.-. -*
"'!='E:"* * .:.(~OUS:
t*.!( :::::*.... TI-II*:LY LA,..It~ATEO.
- ""':.C T"" 3:"5.9 1 37'0 -
- 1'35 375- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-3Sj (Sheet 5 of 6)
Log of Boring P-10
UOI
- BORING P-10 CONT'O .....
-a:
cc L.ABORATORY g! "'"" Cl c, 0 cu TEST DATA -z
!i/5 "'
f ~~ SYMBOLS DESCRIPTIONS :Oz I-730 380 - 100 99 I-725 a. 385 - ~ 0 0:
~
Ill I-720 C( 390 - 100 100 ..J s GRACES ~RE CARBONACEOUS ~ROM 390. 0' ~ Q I-715 395 - 100 97 I-710 400 - SOUTW SEND MEMPER LIMESTONE: LIC~T GRAY* SANOY: S~ALEY: ~INE GRAINED: THIN TO
~BED'F': OCCASIONAL DARK GRAY SHALE PARTINGS.
I-705 a.
~
405 *- 100 95 ROCK LAKE MEMBER SHAlE: MEOIUM GRAY: SILTY: SLIGHTLY CALCAREOUS: CLAYEY: TWINLY 0 0:
~
"""""UMINATED: WITH INTERBEO~ED ~ANOSTONE: LIGHT GRAY VERY roo CAlCAREOUS: SILTY: r!NE TO ~I NED: lAMINATED TO ~
z 410
,_ THIN 9EOOEO WIT~ "ISTORTEO SToUCTUqE, liMESTONE: LIGHT G~AY: SANDY: VERY r!NE GRAINED: THIN TO iii
~ BE"DED zC(
SANDSTCNE; L IG"T GRAY TO MEDIUM GRAY: MICACEOUS: SHALEY: ..J 100 62
- 695 ----,:mrTUR G*AINEO: '!'WIN TC MEDIUM HDOED.
GRACES VERY CAlCAREOUS ANO roSSILI~EROUS ~ROM .I *. 5' 415*- 420 BO~ING CC~'"Ln~O AT !ol5.7 ~EET ON 11*17*73. CAS INC US~O TO A DE*TW 0~ 20.0 ~EET. ' GROUNOWAH*. LEVEL RECORDED AT 33.5 ~EET ON 11*18*73. THIRD PIEZC.~ETER INSTALLED AT AN INTERVAL ~ROM 13** 0 FEET TO 155.0 ~EET ON 12-11*73. SECOND PIEZOMETER INSTALLED AT AN INTERVAL ~ROM 70.8
~EET TO 86.6 ~EET ON 12*11*73.
~IRST PIEZC~ETER INSTALLED AT AN INTERVAl ~ROM o.O FEET T:: Sl.C ~EET ON 12*10*73.
PIEZOMETER READINGS ARE PRESENTED ON TABLE 2. "*31. Rev. 0 WOLF CREEK UPDATED SAFETY .ANALYSIS REPORT Figure 2.5-35j (Sheet 6 of 6) Log of Boring P-10
~
~
~ ""'
-a:
; ...za:" BORING P-11 :Z:=>
i:::i::: ~ ... ... iii
" :3::: SURFACE ELEVATION 1103.4
§~ .....
- 1:I <J>
0
-.z CZ:Q
~~
='ORDINATES: N 58W520.0 E 2807200.0
...15 "'"a: ~L._:
-.J'- "'*o
""'"t
~ Q>"' SYMBOLS OSCRIPTIONS :Oz P[) ..,tt.;:;..: s:o*H~.; :;:G!tl:: TCP$01l (!";J:O>l 1--of-....:::.=-..j f*IDTTLr:' ~£1)1U ::)::DC'ISH*SROWN T~ LIGHT G::l:AY CLAY WITH P I SILTY SAtJD
~1100 P[) 5. 6' >i[ ATHE' ED SANDSTONE
~10~: """-+!:i'l:!';Gcj,,, OAR~ ~[M8[c SANDST~NE* ',./FATHERS OAOK YELLOWISH-ORANGE TO I'CDEPATE
*-*y!"!I':";i!c;~o~.eROW~: SILTY: =-IN£: T(' *:~"v t"I*!E GDAIN£0: THIN TO 16 ~1095 MEDIUM SE~~ED* '*'CDEc>TELY >I[ATH(O(D 'JITH LOCAL HIGHLY 100 WEATHEHD SILTY SAND LAMitiAE 4~iC THIN BEDS.
VEPTICAL. OPEN WEATHEcED FRACTURE cor* 6. 7' TO 6.~'
'!(D'TT":AL *:*i'£~;. ::.AY*LI~IED. WEATHEP.E'C* i='~ACTUR£ i='RO,.. 3.0' TO 0 * '
HEMATITE-STAIIlED CDNCRnloNs GcADE 101 AT 1o.o*
._1090 BP.OKEN SILTY:::~;£ r-tto~ 11.11 TC ~:.~*
GRADES CALCAREc*US FPC>' II. 7' HEUMAOE*. ~EM8 £'
$HAL:: ,..ED llW GRAY: '""EATHE~S G;:AY 1$1-1-~RANGE
- CALCA;:"EOUS
- 5C ----"LrAYEY: THU~LY LlHUlATEO: **'r:'DE!H.TELY ~/EATHE!=IEO: ,C'CCASIONAL 73 1.6 1 10" 1 INTER!!EOS ~~ SILTSTC:~: LIGHT SP.Q'.*ItHSH*GRAY: LAMINATED TO
~1085 30°T~~"..~DD~gEN~EO FcACTU~ES AT 14,4'. 11..5'. 14.9' **
15.1'. 15.~'. :s . .;* :.NO 1
~.3' GRADES TO SLIGHTLY ..:EATHEREO AT 15.6' f-/080 100 oc f-1075 SHALE: MEO IUM GA.6Y: VE":Y CALCAR ECUS: V~~y CLAYEY.: THINLY
--r;tMINATEC, 'lU~EP.~US FDSSILS >NO *OSSIL ;'RAGMENTS; LI~ESTONE f-/070 LE~SES :*;~ *:~DL'LoS. a.
L,c0 *'"'Dr'** ~:.G.'""TI'~'" :-~"" ,., !.' ~ GRADES *uNwEATHEREc ,.;c,,' 32. 5' 0 a: t:t 0 'o !.~ LIJ f-/065 LIJ z
- t z <t t>LATTS~OLIT!-1 ~EMBED :1:
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f-1060 VUGS: C.C"'=~' T: : . .;* "~TE~EECS :; :-'!LE: ~*Et:IL'!"' ~A~I( GRAY:
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- e VERY ':ALC!.='E::*;$. L::~!.LL':' ,;:::v :~AYtv'7""iHIIRY LA'*1i~lATE0. a:
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-1045
'-1040 1{",("
~1035
~1030 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-3Sk (Sheet 1 of 2)
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