ML20137E963
| ML20137E963 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 08/16/1985 |
| From: | Bailey J GEORGIA POWER CO. |
| To: | Adensam E Office of Nuclear Reactor Regulation |
| References | |
| GN-685, NUDOCS 8508260111 | |
| Download: ML20137E963 (20) | |
Text
.-
Georgia Powtr Company Route 2. Box 299A Waynesboro Georgia 30830 Telephone 404 554-9961
- 404 724-8114 Southern Company Services, Inc.
Post Office Box 2625 Birmingham Alabama 35202 Telephone 205 870-6011 Vogtle Project August 16, 1985 Director of Nuclear Reactor Regulation File: X7BC35 Attention:
Ms. Elinor G. Adensam, Chief Log:
GN-685 Licensing Branch #4 Division of Licensing U.S. Nuclear Regulatory Commission Washington, D.C.
20555 NRC DOCKET NUMBERS 50-424 AND 50-425 CONSTRUCTION PERMIT NUMBERS CPPR-108 AND CPPR-109 V0GTIE ELECTRIC GENERATING PLANT - UNITS 1. AND 2 SER CONFIRMATORY ITEM 8: CLAY MARL STRATUM
Dear Mr. Denton:
Attached for your review are copies of the geologic drill logs for the 900 series holes recently cored at the Vogtle site as part of the geotechnical verification work. These logs were requested by.your staff-during their site visit in which they inspected the cores.
If your. staff requires any additional information, please do not hesitate to contact me.
Sincerely, J. A. Bailey Project Licensing Manager JAB /sm Attachment xc D. O. Foster G. Bockhold, Jr R. A. Thomas T. Johnson (W/o Att.)
l J. E. Joiner, Esquire D. C. Teper (W/o Att.)
B. W. Churchill, Esquire L. Fowler l
M. A. Miller W. C. Ramsey l
B. Jones, Esquire (W/o Att.)
Vogtle Project File
~
L. T. Cucwa e
0097V B508260111 850816
{DR ADOCK 05000424 I
PM k
PRlWECT JOB N(L SHEET NO.
HOLE NO.
GEOL 0GIF,, 0 RILL L0G V0GTLE ELECTRIC GENERATING PLANT 9519 1 0F 2 900 stTE CommenATES ANGLE DNM HORIZ.
OEARDC SOUTHEAST OF POWER BLOCK N 7538 E 18119.5 9e*
EEM CG 9LETED WtR.LER WE.L MAKE AW MIEL HOLE SIZE OVERSIAWEN FTJ ROOC FTJ TOT 4. OEPTH 6/6/85 6/29/85 KEN THAMES / LAW ENGINEERING FAILING 1500 9 7/8 IN.
92.6 FT.
50 FT.
142.6 FT.
CWE RECOVERTFT.d0 CORE 80xES sam.ES EL. TOP W CA61NG GROUC EL.
OEPTW EL.CRDU W WATER DEPTWEL. TOP OF ROCK 99RU 49.5/99%
8 218.95 FT.
216.3 FT.
100.96 FT./117.29 FT.(7/16/85) 92.6 FT./123.7 FT.
serLE HAfe(R WEIGHT /FAu.
CASDC LEFT D4 HOLE:O!AA.ENGTH LOGED SYe SEE OBSERVATION WELL REPORT L.R. WEST g g l
u WATER l
g NOTE,S 06 P N SSW E Eg a
g TESTS 0
$ g wayg as, O
e ELEVATION e.
DESCRIPTION AND CLASSIFICATION WATER RETURN.
W h
d 3
- 1g 11 g n( g bi ut CNARACTER OF
-C.
- *E..
9.8 - 92.6 FT. RAcKFfLt.,
ROCK 81T OR!LLING
. *,1 SEE LOG OF SPT-195 WITH ROCK 81T ANO REVERT / WATER ORILLING FLUID l
- '
- N.
2 5
k 210
- * #' h
.{.
- 't e
s~
~mN.-
/,
N g
/
-k...~
- /.
9e-. *l:-
~
!.r#
123.7 W
70
-M 92.8 - 142.6 FT. MARI e CORE ORILLING WITH M*
OARK BLUE GRAY. 5ILTY CALCAREOUS CLAY.
CLEAR WATER AS M
FIRM TO MODERATELY HARO. LOCALLY FINE DRILLING FLUID q*g q$
SAN 0Y CLAYr THICK LIMESTONE N00ULES 5.0 2.0= 4B%
AND LENSES. LOCAL OYSTERSHELL ZONES.
6.0 12 8 94.5 AND 96-97.2 FT OYSTER SHELLS g
6.0 m
2.5
-x._
2.0 4.6 = 230%
t.3 E
5.5 100--ft 100.0 - 100.8 FT. LARGE OYSTER SHELL Q
. N*
FRACTURED FROM ORILLING 94.2 FT. AND CEMENTED 6 IN.
3.0 3.4a 101%
2.7 97.95 FT.
STEEL CASING TO n
,C-DEPTH OF 102.6 FT.
2A
.g-1 2.6 - 103.5 FT. HARD SANDY LIMESTONE 103.5 - 184.8 FT. FINE SANDY MARL 64 d
O*I
- i.--
104.0 - 108 FT. MODERATELY SOFT MARL
.--f.
OYSTER SHEl.L CLAY - BROKEN ON 8
105-nt 0
20 8
. ;M-REMOVAL FROM CORE BARREL 5.0 3.!>
70% II 3 h
-g 9.7 ggg
-a 4
27.2 0
30 8
- g,-
5.7 108 - 109 FT. LIMESTONE.HARD. SANDY 0
40 8
FRACTURED DUE TO CORING AT 108 FT 5.9 109 FT 109.8 FT. ANO 110 FT.
3.0 3.8 + 127%
5.8 11 0 - : _-
"%.~
512 - 112 4 FT. SANDY LIMESTONE 3.0 CORING FRACTURES AT 111 FT. AND 111.6 2.9 1.7 '
85%
y,g
.g'.
F T.
'ArPARENT CORE REcovtRY. COM SLIPPED THROUp $1TE HOLE NO.
CORE CATCARCMAINM IN HOLL P!CKED UP ON SOUTHEAST OF POWER DLOCK 900 FOLLOWDC RUNS.
GE0 LOGIC DRILL LOG V0GTLE ELECTRIC OENERATING PLANT 9518 2y 2 988 me g5 N!
E lg g
NN M)TES Eph g
TESTS WATER N it ELEVATION DESCRIPTION NO CLASS 1FICATION WATER RETURN.
g g
h CHARACTER OF i ll l ikij -E E9 I
w oau=5 c'c.
E' x
a g
1.5 2.7
-Y" LIMESTONE AT 114 FT 114.4 FT 115.5 FT.,116 - 117.2 FT.
11 52Ed 5.8 5.3 186%
q
-W FRACTURES FROM CORING 118 FT 119 FT.,
3.1 g
48 18 ggg 119.3 FT., AND 119.4 - 123.2 FT.
8 58 18
[ Q 118.2 FT. - 119.2 FT. LIMESTONE N00ULES 2.9 e, e e
~
3.8 o,o 128- _g 5.8 5A 188%
3.8 4.6 "y*-
121.8 - 122.2 FT. LIMESTONE 3.4
-M
~.5.
123.4 - 123.5 FT. SILTY.HARD MARL w
4.8
-i~r-124 - 125.5 FT. LIMESTONE 8
4.5
- g 125-h 5.8 5A 100%
4.9
~
3.6 8
58 8
98
~
U "P
127.6 - 128 FT. SILTY.HARD MARL 3.3
.m7 128 - 129.7 FT. LIMEY 8
68 8
In
~
2.9
~_ ~. ~ -
8 78 8
3 129.7 - 138.6 FT. SOFT PLASTIC w
h if 138.6 - 132.6 FT. SILTY MARL 5.8 5.8 188%
1.8
,g, 3
1.1
"[.'
132.6 - 137.6 FT. FIRM. SANDY u.
2.9 L6 2.7 LIMEY AT 133.4 FT 134.5 - 135 FT.
5.8 4.8 96%
1.5 135-1.6 8
58 le 88
- .5
~
1.5 137.6 - 142.6 FT. FIRM. SILTY 8
68 18 8
78 18
~Y-;
1.4
~
1.3 lr-.
[.~_,
I40*
5.8 5.4 188%
1.8 1.9 2.5 73.7 24-BOTTOM OF HDLE 142.6 FEET POROUS STONE (CASACRANDE) PIEZGMETER INSTALLED IN HOLE.OPEN INTERVAL 133.8 FEET - 148.7 FEET.
- APPdAENT CORE RECOVEM. CORE SLIPPfD TPf4GLD $!TE MOLE E cent caicwn.REseAume IN MOLE. P!cKED UP DN SOUTHEAST OF POWERBLOCK 988 FELLSfBS fMS.
l
,f D.
1 ft' PROJECT JOB NO.
SHEIT.13.
MX.E NO.
GEOLOGIC DRILL LOG V0GTLE ELECTRIC GENERATING Pt. ANT 9510 1 CF 2 901 SITE C00RCmATES ANCI.E FROM dRII.
DEARING SE OF POWER BLOCX N 7538 E 10104.5 90*
N N
ORILLER ORILL MAKE AW > GEL KLE SIZE OVERBURDEN FTJ ROOL FTJ TOTAL DEPTH 6 / 21/ 8 5 7/7/85 H. COLLINS / LAW ENGINEERING MOBILE 53 9-7/8 IN.
91.62 FT.
37.4 FT.
128.0 FT.
CORE RECOVERYFT./D CORE 80XES SAMPLES EL. TOP OF CASING GR000 EL.
DTH/EL.0ROUW WATER DEPTE TOP OF M M 33.8/93%
5 220.75 FT.
215.58 FT.
101.57 FT./119.18 FT.t7/16/85) 91.62/123.96 FT.
SA>fLE HAMPER WEIGHT / FALL CASING LEFT IN HCLE 0IA./LENITH LOGOED BY SEE OBSERVATION WELL REPORT L.R. WEST WATER h
y NOTES chi e _g !
a WArtR Lrva$.
sg
't5 r
zg ELEVATION a.
H OESCRIPTION AW CLASSIFICATION WATER RETim g
- W $W k
a d
E w
m zl gM CHARACTER OF E
g f g
ORILLING.ETC.
- E 0.0 - 91.62 FT. BACKFILL
ROCKBIT ORILLING SEE LOG OF SPT-105 WITH REVERT / WATER E
DRILLING FLU 10.
X u
i 5-
- 6-N p#"
NN:
/p
~
^N N
\\
/
\\'
/
_N s
90-- s, 3.0
-2 91.62 - 128.0 FT. MARL:
CORE ORILLING WITH 2.5 2.2a 88%
5.2 BLUE GRAY. SILTY. CALCAREQUS CLAY. FIRM CLEAR WATER AS TO MODERATELY HARD: LOCAL LIMESTONE DRILLING FLU 10.
14.7
- F,-
NODULES AND LENSES.
2A 3.15 - 94.1 FT. LIMESTONE. GRAY, HARD.
~~ l 95.25 - 45.75 FT. SANDY CLAY. CALCAR-5.5 EDUS.HARD.
5.0 4.8= 96%
.L-20
.Tr; !
95.75 - 99.1 FT. OYSTER SHELLS.
2.3
[M 2.3
- ,5 0*O
.A 99.6 - 100.3 FT. LIMESTONE NODULES.
teg- 0. c '
SMALL LIMESTONE NODULE AT 100.5 FT.
CEMENTED 6 [N.
2.9 3.2 = 11 0 %
b 4.0 STEEL CASINO TO m
, p,-
100.5 - 102.0 FT. OYSTER SHELLS.
DEPTH OF 102.7 FT.
3.1 p
C-LIMESTONE NODULE AT 102.5 FT.
8 7.5 Ip OYSTER SHELLS AT 103.0 FT.
/
3.0 1.4*
47%
gg,g o
C_
d gg5 2 105.0 - 106.5 FT. SOFT. PLASTIC.
1.0 0.8a 80% 10.5 7
3 105.0 - 105.3 FT. SILTY
- [{I.
107.3 - 107.9 FT. LIMESTONE. SILTY AT TOP AND BOTTOM.
qg 4.0 4.4* !!0%
p,7
-[-
109.0 - 109.6 FT. LIMESTONE NODULES 5.3 SHELLS AT 109.6 FT.
SN' 110.0 - 110.3 5 FT. SILTY LLMESTONE 7,7
. A.
N000LE AT 110.7.111.4.111.7.112.0 - 112.4.
5.0 5.0 100%
- -n LIMESTONE 112.9 - 113.2 FT. LIMESTONE 3.1 TO ll4.8 FT.
- APPMENT Cone RECCVERY. CORE SLIPPED THROUG SITE HQ.E NO.
CORE CATCtfR.REMAIMNG IN HOLE. PICxID LF ON SE OF POWER BLOCK 901 FOLLOWING RtNS.
GE0 LOGIC DRILL LOG V0GTLE ELECTRIC GENERATING PLANT 9510 2 0F 2 901 a
me g.
E l8 3
N g~5 g
NOTES 0%
5 W W
'5
=
= tea mu
{
D ELEVAT!QN DESCRIPTION #O CLASSFICATION MTER RETURN.
h
- d 5 gf CHARACTER OF g
{h l
4.7
.._7 4.3 y ;-
2.4 115.8 - 115.4 FT. LIMESTONE NODULES 115 2*E
- 62 115.4 - 117.0 FT. LIMEY AND SILTY NODULE AT 117.0 FT. AND 118.6 FT.
2.6 4.8 4.8 100%
g
.p u
2.3 o
E
. o 6.6
-M g
4g gg 5h*;
i 119.8 - 129.5 FT. LIMESTONE.HARD.SOLIO 13.2 I
7.3 SILTY - 121.0 - 1222 FT.
5.s 5.0 100% ~{
B 50 10 PLASTIC - 1222 - 123.0 FT.
2.0
~7/p7 SILTY - 123.5 - 124.0 FT.
~ ~~
LIMESTONE NODULE AT 124.2 FT.
3.2 w
e 6e 10
=. -
3.7 HARD SANDY LIMESTONE 125.0 - 126.0 FT.
g$
7.5
-g 4.0 3.8 95%
SOFT TO SILTY - 127.0 - 128.0 FT.
8.3 3.4
- Q:
BOTTOM OF HOLE 128.0 FT.
~
POROUS STONE (CASAGRANDE)PIEZ0 METER
~
INSTALLE0 IN HOLE.
OPEN INTERVAL 122.0 - 128.0 FT.
- Appenmf CfM PECOVERY. CORE SLIPPED THRaute $ITE HOLE NO.
ctvis caTcwn.RENAININO IN HOLE. PICKE3 UP DN SE OF POWER BLOCK 901 FOLL0wtwo nue.
/
n p
PROJECT JOB NO.
SHEET No.
MOLE NO.
GE0L0GIC DRILL LOG V00TLE ELECTRIC GENERATING PLANT 9518 1 y3 902 s!TE co0mmenTES delGLE FMN HORIZ.
EEARDE SE OF POWER BLOCK N 7543.5 E 19118.5 qe=
Ea#1 CD rLETED (ptR.LER ORILL NMCE ABC MIEL HOLE SIZE OVEROLMEM FTJ n0DC FTJ TOTAL DEPTM 6/23/85 7/3/85 H. COLLINS / LAW ENGINEERING MOBILE 53 9-7/8 IN.
91.8 FT.
17.8 FT.
198.8 FT.
CtX RECOVERYFT./D CORE BONES SAfrLES EL. TOP OF CASING GROLAC EL.
OEPTH/EL. GROUND WATER CEPTH/EL. TOP y RDCK 09RU 15.6/95%
2 221.11 FT.
215.97 FT.
94.85 FT./126.26 FT.(7/16/85) 91/124.97 SMFLE HAISER WEDff/ FALL CASDG LEFT IN HOLE DIN LOOED SY:
SEE OBSERVATION WELL REPORT L.R. WEST g
g WATER PRE M 2
NOTES QMs lt' 5 g
TESTS 3
W WATER LEVELS.
W ELEv4Twe OESCRIPTION Ape CL/S$1FICATION WATER RETUIN.
g g
U lEl'h" l $3< l!
3 E
CHARACTER or ga oRn.tas.ETc, 3 j 7tatq7 h
SA - 91.9 FT. BACxFILL ORILLED WITH ROCK SEE LOG OF SFT-105.
BIT AND REVERT /
WATER ORILLING FLUID.
g W
o g
v.
5-g em f"
~%
/,
p N
7"
~N X
/'
N
- k
- . N
~
9s
~4
~~
w--
91.5 - 108.8 FT711aBL:
CORE ORILLING WITH 6.7
.-t BLUE GRAY. SILTY CALCAREQUS CLAY. FIRM CLEAR WATER AS 5.0
-f;.
TO MODERATELY HARD LOCAL LIMESTONE ORILLING FLUID.
NODULES AND LENSES.
SANDY CLAY 93.4 - 95.0 FT.: CLAYEY 5.8 4.7 94X 12.3 PLASTIC LEFT 1.3 FT.IN
. J -f HOLE. PICKED UP 3.0 95,
95.0 - 95.2 FT FEW OYSTER SHELLS.
ON SECONO TRf.
6.0
-IOf; 95.2 - 96.5 FT FIRM, SAN 0Y CLAY Wi1H e
AGUNDANT OYSTER SHELLS.
.Z'"~)
96.5 - 98.3 FT. HARD. ABUNOANT SHELLS.
5.8 HIGHLY FRACTURED BY CORING.
u 98.7 - 198.8 FT. SOFT. PLASTIC.
g 6.3 3.5 2.9 83%
/."
~-
CEMENTED 6 IN.
e 7.1 e~e STEEL CASING TO J
II*7
.9 100.0 - 100.3 FT. SILTY CLAY.
OEPTH OF 100.8 FT.
ggg 2'4 u
2A
"_{-
PLASTIC TO 182.25.
~ ~~
102.25 - 193J FT. LIMESTONE. SILTY CLAY.
8 48 10
.Q 183A - 185.0 FT. PLASTIC WITH ABUNDANT 9.3
~
33 0
50 18
.-O.*.
SHELLS.
8 60 10 105
~
195.0 - 185.2 FT. HARO SANDY CLAY.
2.8
.~" 2.
2.6
. ;:j 185.2 - 188.8 FT. PLASTIC WITH SHELLS.
3.8 3.0 100 % 2.8
~
- Y.,*
3.0 BOTTOM OF HOLE 108.0 FEET.
~
POROUS STONE PIEZOMETER INSTALLE0 IN HOLE. OPEN INTERVAL 101.5 FEET - 1982 FEET.
'AreanENT c0RE nECovEnv. cene SLtreED THncuor stig HOLE NO.
cant cAYcwn.n&stNING IN HOLE. PDZED UP QN SE OF POWER BLOCK 902 F(LLOWDG RL78S.
GEOLOGIC DRILL LOG V0GTLE ELECTRIC GENERATING PLANT 9510 1 cF 4 903 SITE C00FCDbfE5 ANGLE FROM HORIL BEARDC NORTHWEST OF POWER BLOCK N 8480 E 8900 90*
suus CDPFLETED ORRER ORR MAKE ADO MODEL HOLE SIZE OVER9UROEN WTJ natx FT.t4ARL TOTAL DEPTH 6/10/85 6/23/85 KEN THAMES / LAW ENGINEERING FAILING 1500 9 7/8 IN.
78.0 FT.
55.0 FT.
133 FT.
CORE RE.COVERY:FT./%)
CORE BOXES SAMPtf.S lEL. TOP W CASING GRGAO D KPTH/EL.CRom0 WATER KPTH/EL. TOP OF ROCX 0%RU l 226.73 FT.
215.75 109.61 FT./107.12 FT. (7/6/05) 78 FT./137.75 FT.
56.0/100% (MARL) 8 4
SADFLE MAMp(R WElGHT/ FALL CASDG LEFT IN HOLES 01A./ LENGTH LOGCC) BYs SEE OBSERVATION WELL REPORT L.R. WEST /J.C. ISHAM f
WATER NN M
NOTES 01%
k' "
a W
- 8$
g TEsis 3
g "b' 0
=
h y
WATER LEVELS.
W ELEVATION a
DESCRIPTION AND CLASSIFICATION WATER RETUUd.
",w y
E k
h d
f' 5
f$
d
$33 g3 $3g g
CHARACTER OF e
I W
om ETc.
E E
215.75
~..
0.0 - 15.0 FT. Sanla (SM):
REVERT MIXED WITH BROWN TO YELLOW BROWN. S!LTY. MEDIUM WATER USED AS A TO COARSE SANO.SUBANGULAR.
DRILLING FLUID IN HARD DRILLING AT 6.9 FT.
UPPER SANOS.
.~
LITHOLOGIC DES-0.0 - If.0 FT. MEDIUM CRAIN SIZE CRIPTION FROM 0.0 TO 35.0 FT. BASED 5-10 8
- 15.0 FT. MEDIUM TO C0 ARSE ON VASH CUTTINGS.
GRAINE0
~
0.0 - 12.0 FT. BROWN 2
12.0 - 15.0 FT. YELLOW BROWN 10 -
~
E 15 -_,.:,_
g at
.~
15.0 - 23.0 FT. Q4f. (SC):
TAN. SAN 0Y CL AY. F1hE TO MEDIUM y
./
SUBANGULAR SANOS. TRACE OF OYSTER z
8 k
SHELLS.
b
[/ /'
y
/
2i e
/,
9
/'
f
. //
23.0 - 30.0 FT. 'AN (SM):
BROWN. SILTY. M UM TO COARSE SAND.
SU6 ANGULAR GRAINS.1% OYSTER SHELLS.
25--
30--
4-30.0 -
FT. $AT, (SM-SC):
TAN. SILTY CLAYif SAND.
~.
LCST L20'/. CIRCUL-ATLION AT 35.0 FT.
\\
35~
'gjagymac. Cone overo THaatr#
Arenarwt Cont arc 0vrne stTE mtE No.
IN HDLE. etcxE0 w m NORTHWEST OF POWER BLOCK 903
_ ~ _
_I
_I,,, OG Un LL L V0GTLE ELECTRIC GENERATING PLANT gets 2y4 gg3 UU WW gl a
y mis -
g frif$ W=h il ort g
navaran DEscarTIon Ase u.aesancarlos aftn #ETum.
E g
3 camace &
I l l I'm( g3 g"lg
""""'c-SEE T E LOG FOR l
HOLE *MS FOR DES-CRIPTION FROM 38 TO 78 FEET.
4h 46 -
d 1
5 g
Se.
W m
55-a 3
5 s
SG -
655 5
78 Tat "
impmuser cant arcovenv. cont etspero narna stig MOLE NO.
Q MgMnWM IN 6Rt. PING W 0N NORTHWCST OF POWER DLOCK 983
l'
,9 mY.
GEOLOGIC DRILL LOG vCoTtE euCTRrC cENERAT1NO etANT
,510 2, 4
,03 NAro 5 k l*
NOTES 04
~
N g
TES TS g
WATER LtvELS, hf e-ELEVATION DESCRIPTION dec class!FICATION WATER REYU E g
Ij 3 lj $
g Eas y3 !^y r
w c m Acita Or
"" c-W OF M 3.5 137.75 l0A ~ ' #
5.0 BLUISH GREENISH GHAY. FIRH TO HARD.
AS ORILLING FLU 10 5.0 4.5= 90%
,g CALCAREQUS CLAY.UNFRACTURED. SOME FINE IN MARL.
4*g SANDY CLAY ZONES. LOCAL LIMESTONE gg_
N00tLES AND LENSES. TRACE OF DARK S.5
% -m 8ROWN ORGANIC MATTER.SOME OYSTER
" ' _ ~ -
SHELLS.
4.s
, ^,.
g
- 1~
82.5 - 84.5 FT. SOFT. MEDIUM GRAINED
,~
SANDY CLAY. TRACE OF SHELLS.
3.0 3.5 117%
8.0
- 'g L34 8.[
6 IN. STEEL CASING tw 9d
" Ty.-
85.0 - 87.7 FT. 5% TO 10% SHELLS.
CEMENTED TO A
- ' ~.
DEPTH OF 85 FT.
LIMESTONE N00ULES AT 86.8 FT AND 30 '
S 30 8
~ f' 87.78 FT.
+
5.0 3.8 76%
gg h
LINESTONE LENSES 88.2 - 88.8 FT.
13.0 g
gg a
~~ ~ ~. -
88.8 - 90.0 FT 10% TO 20% SHCLLS.
"A 8
aw 0
40 8
gg" c ::
9 0.0 - 91.9 FT. SEVERAL LIMESTONE 12J 0
30 8
~ ~"*
g NODULES.
7 4.0 3.1
- 78%
11 0
~'r 91.9 - 94.8 FT. MORE CLAYE'f.10% TO y
4,g 20% SHELLS.
3
-.,4 6J y
94,
~
94.5 - 95.4 FT. CANOIER. LESS THAN 1.0 0
0%
5'0 95' 5% SHELLS.
I.0 4.1 41J7 M.
30 8 yJ.,
95.4 - 95.7 FT. LIMESTONE LENSE.
"E' 5#
" M 95.7 - 96.0 FT. SEVERAL LIMESTONE
" U-NODULES.
15.0 0
35 8
0 7#
'M" 6 LIMESTONE LENSES AT 96.1 - 46.4 FT.:
5.0 5.0 100%
0 45 8
wer-9 7.9
- 98.25 FT.: 99.7 - 100.1 F T.: ANO
."r.
100.5 - 100.6 FT.
15.0 0
55 8
100-w 4cm LIMESTONE NODULES AT 97.2 FT.:
h 78 121' 0
45 8
'3 97.5 FT.: 101.1 F t.s 101.3 FT.:
A 101.8 F T.: 102.5 F T.: 102.9 F T.s 4
78 0
35 8
- "'_]'
183.4 - 103.9 FT.
8.0
- o 5.0 5.0 100%
- ((
73 94 gg," !L 120 10.0
-kb*
14.0 WA*ED CORE
~
SAMPLE *t 90 0
40 0
100.2 - 109.2
~
5.0 3.2a 64%
~ -=
20 0 0
50 8
~
13.0 0
61 8
gggl*'$
111 12 4
" [,$
0 50 8
8.0 g
4g 3
- [
3.0 3.4*
113 % 10.0 L
WAXED CORE SAMPLE Jg c
- 2 12.0 2.0 3.4 170% 11.0 112.7 - 113.7 F T.
m p
- arcam rnur=<ovm.c:M m monm'm d MfE NO E NO.
ccms cArnen,nemAmo IN mr. Picato or o NORTHWEST OF PCwEn DLeCK 903 raLowino russ.
,/d; PROJECT JOB NO.
SHEET NO.
HILE MIL GE0 LOGIC DRILL LOG
.00Tu EuCTR1C OENERATtNO PLANT 951.
4 - 4 93 i
wafer gl N
W g
TESTS g
ISTES (Bt g
WAfta Lrvets, i
o M
Ettv4T!QN W
OESutlPTION AIC CLASSFICAT.ON WATER PETURN.
0 b
E =
l!
Ah g
CHIAACTER &
i I h 3 j ttf 9.0 TEST '3 h
~~
196.0 - 189.2 FT. ABUNDANT LIMESTONE LIMESTONE NODULES AT 194.9 FT. !B5.7 FT.s 3.8
~
r 8
45 8
NODULES (20%).
(
g 8.5 8
55 8
. ~.
186.0 - 116J FT. LESS THAN 57. SHELLS.
~
g 5.8 5.8 198%
5.8
" ~ ~
- a 9
66 8
E LIMESTONE NODULES AT 1J9.5 - L99.9 FT.:
5.3 118.8 - 111.1 FT.: 111.8 - 112.1 FT.:
~
j Q
12 0"-
8 55 8
112.5 - 112.7 FT.3113J - 113.5 FT.a i
121 0
45 8
ANO 114.7 - 115.0 FT.
gg
(
6.0 A
ZONE !!3.9 - 115.6 U
]
- vy, 116.8 - 133J FT. HARD CALCAREQUS ZONE gxEDCORESAMPLE i
5.8 5.8 188%
~h-.
128.4 - 129.4 FT.
_a 28 588 ORAMS IN
~ ~-, _,
CLASS JAR 38
- ~~
SAMPLE *4 FROM 125-C 131 FT.
g
{
~
OEEP COUCES (1/2 38 48 8
~ 7 IN.) CAUSED BY THE CORE CATCHER FROM O
48 58 8
IC 121J - 131.0 FT.
d 5.3 5.0 100X,g in 58 8
[
68 8
1.5 g3,
d
' [*..
}
131 1.5 48 8
2.8 2.3 2.0 100X
-?
2.0 133 82.75
~
GOTTOM OF HOLE 133.0 FEET.
~
POROUS STONE PIE 20 METER PLACED TO A OEPTH OF 131 FEET. SEE OBSERVATION WELL REPORT. OPEN INTERVAL FROM 133 FEET TO 127 FEET.
o el e siirrenrmt ctwe artovent, care tiLIPrfo fHntxD 51TE M15 PC.
CnN rarDe A.mhetNING IN HOLE, PtCkt0 UP DN NORTHWE5T OF POWER RLOCX 43 f(AkOW1h6 frJMIL
f1%]
l r
a/
L mutCT JOB N(L SHEET NO.
HOLE NO.
GEOLOGIC DRILL LOG V0GTLE ELECTRIC GENERATING PLANT 9518 1 y 3 984 stTE mTEs amole neN mRIL aEmm0 NW 0F F0WER BLOCK N 8465 E 8988 99*
WR88 CO rLETED OR!LLER TRILL petKE ABC PGEL MILE SIZE OWUleLfWEN FTJ R00t FTJ TOTAL (EPTH 7/2/85 7/9/85 K.THAES/ LAW ENGINEERING FAILING 1500 9-7/8 IN.
78.8 FT.
'.2 88.8 FT.
9 C N REcovERitT nD c0RE s0xEs som.Es EL. TOP y CasigG GROURC EL.
OEPTH/EL.OROUDO W TER DEPTWEL. TOP OF ROCK DeWU 9.2/180% e4ARU 2
5 215.75 FT.
78.8 FT./136.95 FT.
IMPLE Magee WEIGHT / FALL CMING LEFT M HOLEsDIA./LEMOTH LA00E0 BYa SCE OBSERVATION WELL REPORT J.C.1 SHAM Ul l
g NOTES ONs NM
[$
e g
TEtis m TER LEVELS.
ILEvefum OESCRIPTION AfC CLASSIFICATTON teATER RETLf9L I,
CHARACT0t OF g
3 M ETC
. ; el S.8 - 5.8 FT. SetgL (SM):
WATER MIXED WITH RED. SILTY SUBRotACEO. FINE GRAIPED REVERT USED AS A SANO (SM).
OR4 LING MUD FROM 8.9 - 88.8 FT.
l
. - I 5
5.8 - 15.0 FT..Setc (SMh TAN. SILTY. SLERouNDED.F]NE TO E0!UM GRAINED SAND (SM).
~
LITHOLOGIC DES-CRIPTION FROM 0.0 - 77J FT.
SASED ON WASH 6A WLES.
gg.
t:
e Y
at
..,t 15 - '.
15.9 - 35.5 FT.
(SCh k
TAN. SAN 0Y CL OUND. MEDIUM TO COARSE GRAINED SANOS.
y l
+
l 29-
\\
25-,
- P W
e l
- )
- WWfltNT ttft IECOWERT. COT SLIPPED TWtour> s!TE M PC.
g gauss e e tu MLE.PitrEn or o' NW OF POWER BLOCK
- 4 l
l L
a
'~ $\\
(
/, j u
D'/
yj
,.,cn
-n.
m.
GE0 LOGIC DRILL LOG V00Tu EuC C cE RA11,0 -T
,31, 2-3 4
g sWTES ON:
PE8ME rg g
mTER Letts, itsrs g
DESQUPTION 800 CLASSF1 CATION WTER FETU %
gi ELpaTIDN oennecitn &
l(( lI gI"$
3 I"@l 5
z I
g AN, S LT. F ME UM,SOE C0 ARSE GRAINED SAND: TRACE OF SHELLS.
~- '
40-45-
~
~
48.8 - 78.8 FT. t tMrsTrw.
TAN TO CREAM.FOSSILIFEROUS (C00UINA).
HARD TO VERY HARD.SOME St.BROUNDED FINE TO MEDIUM GRAINED CEMENTED SAPO.
SS-E 1
5 E
55-3 I
~
60-VERY HARD. CEMENTED CALCAREOUS ORILL CHATTER SAPOSTONE FROM 62.0 - 78.8 FT.
62.0 - 78.8 FT.
VERY HARD DRILLING.
65-LOST ALL CIRCU-
~
LATION FROM 67.8 -
88J FT. EXTREMELY HARD ORlLLING 70.0 - 71.8 F T.
Sort ZONE 71.8 - 71.3 FT.
78-
- ~
6
/m
/' <m 1
(
/>j L
f PRDJECT Jos a pert? No, Matt E GEOLOGIC DRILL LOG V0GTLE ELECTRIC GEERATING PLANT g518 3 5 3 984 i
g WATER N
MofEs OM (l
}'
tests mTER N g
il ELD 4fMM OESCRIPfl0N dse CLASSIFICAT!GI ts4TER ETiset h!
I }l l f !"5 3 I'E CMamACTER OF g
aa = "c-g
{
I 1
2.8 5.4 28%
78A - 78.8 FT. VERY HARD LIMESTONE LENSE.
O 37.5
- N CEMENTED 6 IN.
h n
m_3 us m g
,11&
gg; 78.8 - 88J FT. SBLs STEEL CASING TO A 8LUE ORAY. SILTY CALCAREOUS CLAY, FIRM DEPTH OF 88.8 FT.
vt 16J
-17 TO MODERATELY HARD.LI>ESTONE NODULES CASING SEPARATED h
4.7 4.5 MO LENSES.
AT A DEPTH OF 10 8 78.8 FT.CAUS!W 78.8 - 79.8 FT. TAN. S!LTY CALCAREOUS HOLE TO BE A8AN-v}
g,g CL AY. HARD. UWRACTt. RED. TRACE OF OARK 00NEO.
t 6.8
.. ~ ~ ~.
BROWN ORGANICS.
GROUTED INSIDE AND DUTSIDE OF CASING 9
w.
a 79J - 88.8 FT. GREENISH BLUISH GRAY.
TO GROUNO SURFACE
^
O 4.8 ON 7/9/85.
h 3.8 I
.X 81.8 - 82.8 FT. SEVERAL 1/4-IN.01AMETER INJECTED 28 CU.FT.
4A 4.2
- 185%
PYRITE CRYSTALS.
OF hlCEMENT/
g 4.8
. ~, -
WATER GROUT. SEE w
83.2 - 84.4 FT.18% SNELLS.
GEOLOGIC LOG 9848 FOR CONTINUATION.
5.8
-[
127.75 7_
80T13M OF HOLE 88J FEET.
9e-l HOLE GROUTFD.
e W
e 5
m e
W e
e em 5
W m
t GE a
M M
5 Gil am 9
4 m
W e
4A E
5 W
m 9
m O
W e
a M
M M
a 8
m N
- pefWNf CGE IWCDvf47. CINE SLIP'f 0 TP8 TIRE
- 51TE MILA 80-d CORf Of IFMAINIIIC De HULE. PICtED LP DN NW OF POWER BLOCK 984
MN l
LJ muEn
==
s,cET.
.aE.
GE0 LOGIC DRILL LOG V0GTLE ELECTRIC GENERATING PLANT 9518 1 y 1 904A EITE C00mpanTES ANGLE FatM MpuZ.
EEmtyc NW 0F POWER BLOCK N 8465 E 8890 9e*
K1Me GDFLETED lytlLLER tyta,L pe*E NO DGEL Hm.E SIZE OVEtteL50EN FTJ ROCK FTJ TOTAL E PTH 7/18/85 7/18/85 H. COLLINS / LAW ENGINEERING MOSILE 53 9-7/8 IN.
15.9 FT.
15.9 FT.
CGE RECDVERYFT./D Core 80xt$
GAprLES EL. TOP OF CASING OR0 Lee EL.
OEPTM/EL.CREM O WATER
[EPTM/EL. TOP F ROCK eqaFu 235.75 F.T sapeLE MapeqER tescHT/ FALL CAsac LEri se HOLZa0IA./ LENGTH LOGOED SY:
NONE J.C. ISHAM gg l
WATER l
N 8SAE 8
NOTES One Eg a
$ g g
TEsis a
W ER LEVELS.
o g a ELEVATION
=
OESCRIPTION AfD CLASSIFICAT13e WATER ETLfue.
l3 CManac.TER OF E E Ey d
U fl f"b 4
b33 f
ORn2.1 Eic.
g g
l-8.9 - 5.9 FT. SatG (SMh WATER MIXE0 WITH
.I RED. SILTY SUBROUNDED. FINE GRAINED.
REYERT USED AS A
.; i, f DRILLING MUO.
...I O
b
=
. y 5
l
. k, 5.8 - 15.8 FT. SAND (SMh W
. l 'l GRAINED.
.i l TAN. SILTY.SUBROUNDED. FINE TO MEDIUM 8
,l k
- 5. fl g
r c'o 10-N
.' t ENC 0UNTERED SEWER LINE AT A DEPTH r
..{
OF 15.0 FT. HOLE ABANOONED. MOVED 5.0 FT. WEST AND STARTED HOLE 9848.
SEE 904B FOR CON-TINUATION.
Pao pq is -
LOTTOM OF HOLE 15.0 FEET.
HOLE GROUTED t
1 l
I l
- amerwt core ArcoutRv. cone stIPPED THn0LaSITE W MO.
core cAfewvL nErmee se HOLE. PICxZD tr ON NW OF POWER BLOCK 984A F3.LtMBC RML
[Dq
(
)
Ls PROKCT JOB 100.
SEET NO.
HDLE NO.
GEOLOGIC DRILL LOG
.0cTtE aECTRiC cENE=iND PLA,a 9 52.
1 0, 2 9 48 ANGLE FRM HOR 12.
BEMUNG C00meenTES srTE NW OF POWER BLOCK N 8464 E 8885 90' IOT E DEPTH eEQUN CmPLETED
= ILLER OREL 9tutE AC McKL Huut SIN
~0WER9tm0EN FT.I RDCX 7/18/85 7/14/85 K COLLINS / LAW ENGINEERING MOBILE 53 9-7/8 IN.
76.5 FT.
29.2 FT.
96.7 FT.
CofE REC 0vDmFT./I)
CORE 80XE5 SafeLES EL.TCP F CAEING GROL70 EL.
DEffM/El OROLMO WATER DEPTH /EL. TOP OF ROCK 9tARL) 2I5.75 FT.
93.8 FT./122.43 FT.(7/16/85) 76/5 FT./139.25 FT.
14.7/198% (MARL) 3 5
sasetE HaseER WIGHT / FALL CAGDG LETT M HOLEsDIA./ LENGTH LOCGCD BYs SEE 08SERVATION WELL REPORT J.C. ISHAM g g
{
WATS MOTES (M NSSufE g
t' g a i.s wnTER LEVELS.
3' l TEsrs c
g g j
DEscRena e etassiF:Cana TER RET a.
["
v w
EtEv.r o.
CManaCTER r kf a gg i 84 g 91'"
E =
SJ - SJ FT. SetQ (SM):
TRICONE ORILLING REO.
USING WATER M]XE0 WITH REVERT AS A DRILLING FLUID FROM BJ - 85.0 FT.
5.8 - 15.8 FT. Jietc (SM):
TAN.
5-,-
15.0 - 35.5 FT..CL,y. (SC):
h TAN. SAP ()Y.
'N 2
35.5 - 46J FT. SetG (SM):
/p' N
TAN.
N 46.0 - 76.5 FT. LIMESTMNF, 1AN.FOSSILIFEROUS (C0001NA).
y/
65-
.. g b
e
' */
e-5) 67A FT. LOST 62.0 - 76.5 FT. CEMENTED CALCAREQUS CIRCULATION. VERY 2.3
-. '.'f.
SAPOSTONE.VERY HARD.
HARD ORILLING.
2 69.5 - 78.3 FT. VERY HARD LIMESTONE c}
gg,g 73 LENSE.
o g
5.8 2.4 48%
2.2 h.
-.~r. -
2.3 gj 6.0 E
34.8
' -l-74.5 - 75.0 FT. TAN SILTSTOPE LENSE.
g 1.5 1.9 67%
HARD.
M ys:W le.e
-~;fi.
u 139.25 m
c$
4.8 2
~
76.5 - 96.0 FT. M 4.5 3.2 71%
5.7 SILT Y. C ALC AREOUS CL AY. HARD. UNFRAC-TURED.SOME WHITE SHELLS.
q
. /.
-.sa 76.5 - 78.8 FT. TAN.
"I I L 78.8 - 96.7 FT. GREENISH. BLUISH GRAY.
- si CEMENTED 6 IN.
Eb m
STEEL CASING TO e
A OEPTH OF 85.0 sw 7M FT.
riE
" Z-WATER USED AS A
.aZ DRILLING FLUID 2
rROM 85.e - 96.7 g3
_~
5.9 e
3e 8
s 87.6 - 88.3 FT. LIMESTONE NODULE.
3.8 e
40 8
- ~
(
5.s 3.6a 72%
5.6 0
50 8
-g
@k 3.8 8
48 8
- w u
2.3 0
38 8
N NO.
- aPPeRENT CofE IECOWERY. C0 FEE SLIPPED THROUDP SITE 9848 CORE CATDER.staantupG IN HOLE. PE*ID UP ON NW OF POWER BLOCK Ft1. LOWING RtMS.
s
[G}y
'L J ET.
,,U V0GTLE ELECTRIC GENERATING PLANT 9518 2 y 2 9848 no,,,L
,en,LUUI LU UnlL ULU mTER 8 g ;'
,g SWTES 134 g
g M
mTER uvEts.
tEsit w
g oESDWTION 40 RASSFICATION WTER KTumL El B
- eLEvatan a
8 pesRACTER &
l gl I z
E eQ IE ORILL9eG. ETC.
I g
h fa D gs t
3 4.4
- [
MARL SAPFLES:
18 4.4+ 147%
"p 91.2 - 92 R. L1ESM NE.
4,7
- 1 812.3 (JAR) j REST t 2.3 85.0 - 96.1 FT.
, {. ]
- 2 92.3 - 93.8 7.8 83 94A (JAR)
~
f
~ fr"~
94.7 - 95.5 FT. L1HESTONE N00LLE.
3.7 3.7100X 5.2 95;h.,-
4 94.7 (JAR) 85 96.8 (JAR) h 119J5
~
~
[
BOTTOM OF HDLE %7 FEET.
~
POROUS STOIC PIEZ0 METER PLACED TO A
~
DEPTH OF 94.7 FEET. OPEN INTERVAL FROM
]
90A FEET TO %7 FEET.
gg
' m T i m E *m n PCNED W NW OF POWER BLOCK raLawee sass.
..~
,ffy 1
)
3,/Y '
%J FCnl nPT nDTI I I Ap PRIMECT Jm MO.
SHEET ac.
ecLE ac.
UL.ULUUI UnlLL LUU V0GTLE ELECTRIC GENERATING PLANT 9510 1 cF 4 985
~
sifE Coompe4TES MILE FRtM HDRIL EEMUNG NW OF POWER Ek.0CK N 8458 E 8980 90' Eam CO M ETED (RALLER ORILL pueKE Ap0 8EXIEL HDLE SIZE miedpKN ETJ ROOr J
TOTAL (EPTH 6/23/85 7/9/85 H. COLLINS / LAW ENGIEERING FAILING 1500 9-7/8 LN, 77.3 FT.
38.7 FT.
116.9 FT.
CGE RECOVERTFT./D COPE BOXE3
&#MES EL. TOP IF CaspG GRGJe EL.
(EPTWEL.OROUDO WATER (EPTH/EL. TOP OF f0CK SwO 37.6/96%
5 8
215.75 FT.
186.21 FT./118.5 FT.(7/16/85) 77.3 FT./138.45 FT.
SApeLE eweER WEIGHT / FALL Casse LEFT m HOLEsciutENGTH Loo 0ED en SEE OBSERVATIDN WELL REPORT J.C. ! SHAM g g
{
W TER M SSURE scTES OMn k' g {, g {
g TEsis wygn (gygts, DESCRIPTION #O CLASSIFICATION WATER RETUDL W
ELEVATION E
c,wwcTER or 5 g g
"g 3
h l
N ETC.
S l d
3 E
215.75 SJ - 5.8 FT. Sets (SM4 WATER MIXED WITH
. d.,
RED. SILTY SUBROUNDED. FINE GRAINED.
REVERT USED AS A 0 RILLING FLUID
_ "j '- ',
FROM SJ - 77J FT.
p.
. p' '
218.75 5
},
...! e 5.0 - 15.5 FT.
(SM):
T AN. SILT Y, UNDED. FINE TO PEDIUM
.3, y GRAINED.
~ -d.
-.U, t' 18 -
r.
~
s-E LITHOLOGIC DES-u 15.0 - 30.0 FT.
AY (SC)
CRIPTION FROM B.O TAN. SANDY.S
' DED MEDIUM SAND TO 77.0 FT. BMED u
GRAINS.
ON WASH SAMPLES.
a:
N 2N 25-
- /~ /
185.75 30
..b 30.0 - 44.5 FT. SAPO (SMh TAN. SILTY.SUBROUPOED FIE TO MEDIUM GRAINED.
'APPedtENT CORE PEC0VERY. CORE SLIPPED THROUOF SITE HQLE NO.
cm catotR.Roewspe IN HOLE. PtCxED UP m NW OF POWER BLOCK 905 POLLowiNo mms.
l
-o
.or.
u.
GEOLOGIC DRILL LOG voortE etEcTaIc cE=nATINo eL-T
,52.
2 or 4 e.5 a
i s
nasum
,GTs.
g mTo Lgvats, g
TESTS g
g O
ELEvafm DESrJUPTION ApC CLAS$7] CAT 10M WATO MTURIL ik !*
E CHARACTU OF
' I,' 1f
- 1 9
..l -
k
- s*
- Y' 171.25 44.5 - 61.9 FT.
45-
~
44.5 - 77.3 FT. LIMESTONE:
FLUID LOSS APPROX-TAN TO CREAM. FOSSILIFEROUS (C00UINAl.
IMATELY 5 CAL./FT.
HARD TO VERY HARD.SOME SUBROUPOED.
OF ORILL ADVANCE-l FINE TO MEDIUM GRAINED CEMENTED SAND.
MENT.
E W
u l
s s
55-e h
57.8 - 58.9 FT. GRAYISH BLACK HARD 2
SHALE.
sel 62.2 - 62.8 FT. VERY HARD CEMENTED 1 HOUR ORILLING
- @*I-SANOSTONE LENSE.
TIME FOR SAND-
~
- STONE LENSE.
~
62.0 - 77.3 FT. INTERBEDDED LIMESTONE AND SANOSTONE: 1 - 3 IN. LAYERS OF 61,0 - 71.0 FT.
VERY HARD CEMENTED SANDS INTERBEDDED FLUID LOSS APPROX-WITH G IN.- 1 FT. LAYERS OF HARD IMATELY 18 GAL./FT.
65-FOSSILIFEROUS LIMESTONE (SHELLS).
OF ORILL ADVANCE-MENT.
78-LOST ALL CIRCU-l LATION AT 72.5 FT.
CORE TOE NE De P CEED NW OF POWER BLOCK 905 FOLLOWDG fu G.
a q
Lh.f e
f
/
L.v PROJECT JOB NO.
SET N(L HOLE NO.
GE0 LOGIC ORILL LOG YOGTLE ELECTRIC CEERATING PLANT 9518 3 0F 4 986 mTER NM u
DETES We g
E g
Ttsis a
wren uvEts, it igh
- lhg p !1 OmRACTER OF ELEvnT30N DESut!PTION NO Q.ASSIFICATION WTER fETUOL g
O k
y 5
g g
~
USED WATER AS
~
DRILLING FLUID
~
FROM 77.8 - 116J 138.45 FT.
8J 6J 77.3 - 116.8 FT. M&BL 5
SILTY CALCAREOUS CLAY.HARD. UNFRAC-TURED. TRACE OF OARK BROWN ORGANICS.
5J 4.8 43 77.3 - 78.3 FT. TAN.
I
-_~~.
78.3 - 116.8 FT. GREENISH BLUISH CRAY.
- 'i-82.6 - 84.6 FT.18% SHELLS.
3,,
~ ~F.
84.6 - 88.5 FT. INTER 8EODED SILTY 7*0 l -3 CALCAREOUS CLAY AND SILTY SANDY CAL-CAREQUS CLAY.
5.8 4.4 88% 3J 85- -
18 3.0 f.
1.5 1.2 88%
G IN. STEEL CASING 1.8 88.5 - 91.15 FT.10% SHELLS.
CEMENTED IN PLACE T
3 1.9 8
38 8
It!
- _9.
88.5 FT 1.8 8
48 8
98- %
SAMPLE *1 3.7 8
58 8
1.15 - 91.5 FT. LIMESTONE LENSE.
91.65 - 92.8 FT.
5.8 4.3 = 86%
(J 91.5 - 9 2.4 FT. SEVERAL LIMESTONE 4.8 8
48 8
NODULES.
]
2.1 8
38 8
92.4 - 93.9 FT.18% SHELLS.
2.7 g
6J
-@E 4J 4.7 11 8 %
I 95.6 - 96.3 FT. LIMESTONE LENSE.
2J r
SAMPLE *2 U
- ?
96.7 - 97.5 FT.
b 30 97.5 - 98.8 FT. LIMESTOPE LENSE.
d BEU a
4.8 cp. 8 98.8 - 103.8 FT. SEVERAL LIMEfTONE NODULES.
d 3.5
-*o SAMPLE '3
.4
.5 H.I m y
SJ 4.3* 86%
3.3 188 y
-_o 17
- o-z.s
[h 183.8 - 185.6 FT. CLAYEY.
2.3 8
48 8
3J 8
58 8
-[
4.8 4.7 11 8 %
2.3 8-68 8
185-195J - 112.8 FT. SEVERAL LIMESTONE
--rr NODULES.
SAMPLE *4 186.5 FT.tJAR) 3.7 8
58 8
3.8 8
48 8
SAMPLE '5
" {
187.5 - 188.4 FT.
q 5.8 4.6a 92%
'~
33 r
,r -
4J 118 - _, ~
5 ~, -
4J 3.7 2
2.q
~
SAMPLE *6 4.5 4.9 189%
~
a-113.3 FT.(JAR) 3.3 w
g SAMPLE *8 2.8
-l - A 114.8 - 115J FT.
- assem cone nEcovERY. cone SUPPED naouD SITE MDLE NO.
cJRE STOER.REnepec et MOLE. PICKED LP DN NW OF POWER BLOCK 985 roLLowse mee.
,,/ %
tL v->
P EfECT JOB 110, SHEET E lELE Ntk GEOLOGIC DRILL LOG V0GTLE ELECTRIC GENERATING PLANT
% 18 4 y 4 45 mTER Il 15 l
g NDTES Ese N
r rein m=R umi.
ELEVATION DESCRPTION 8f0 CUSSFICATION MTER FETU 4N, I
a w
ca-c'ia -
! l gh N
4.5 4.9 tru N E'pr, E
BOTTOM OF HOLE 11SJ FEET.
POROUS STOPE PIEZO>ETER PLACED TO A
~
CEPTH OF 114.9 FEET. (PEN INTERVAL
[
FROM 1GN.8 FEET - 116J FEET.
E W
W en M
4 M
M e
e G
h W
e W
M M
W e
W W
W W
em E
a W
O u
6 6
em W
4 m
W e
l I
W W
W m
W e
em W
W m
b i
1 W
W W
W b
a,au T.o"e.m,- ss EMENED us W OF POWER BLOCK M5
-