ML071700788
| ML071700788 | |
| Person / Time | |
|---|---|
| Site: | Vogtle, 05200011  |
| Issue date: | 03/31/1985 |
| From: | Georgia Power Co |
| To: | Office of New Reactors |
| References | |
| +reviewedcja, AR-07-0924 | |
| Download: ML071700788 (48) | |
Text
SHEET 4 OF 4
PROJECT A. w. Vogtle Nuclear Site HOLE NO.,
503 NOTES PRESSURE TESTS z
ON WATER TABLE w~
0
~
LEVELS, WATER RE-
~'"
z 0
~
Z t-o CLASSIFICATION AND o~
-:I
- )
0
-z
- Ii A.
TURN, CHARACTER Uu en A: =;
w-III III PHYSICAL CONDITION
~'"
en.
~a.:
2:1 a
OF DRILLING, ETC.
Ck 9"
~
&II
~A ofPT.J A.
117.0
-~
~
~
2'1" recovery
- 43 74
~2o-
..~
122.0 121.5 ~ dark gray to
.. : -..~
black medium grained,
~, 00 o!
some
-,I 0~ :.
clay contact established 7" recovery Ie
~:
with core barrel
- Generally 125"':
I- :00 0:
a sandy silt of moderate
- 12
-:. ;:. :~
plasticity.
...: ~~
'0
~.
-:. :~
- -..~."
~
"0 130.0 64 n.30 -
- =,,::
TD = 130.0 ft.
1 13'5:
l40-=
11.45-:
~50":
HOLE SIZE ax HOLE NO. 503 SITE
'ilR8l'al 12/10/73 Amendment
~ 3
SHEET-LOF..L..
HOLE NO.
504 BECHTEL GEOLOGIC LOG OF DRILL HOLE PROJECT A. W.VOGTLE NUCLEAR SITE ANGLE.fRC)M HORIZ.
90 BEARING LOCATION Nl 144.l..3S-.
E....6..22,6']
BEGUN 8-17-73 COMPLETED~.~
OVERBURDEN 84 it.
DEPTH DRILLED INTO ROCK 50 ft TOTAL DEPTH OF HOLE 186.sre, ELEV.WATER TABLE NO.CORE BOXES 3
NO. SAMPLES TAKEN__7__
CORE RECOVERYl*,.)
88 %
FEET MODEL a MAKE OFDRILL_CME
__5_5~~~~~~~
GROUND ELEV_~14.61 ft. HOLE LOGGED BY P. Yen DRILLER CLEO IVY & LEt~IS ro.
NOTES III >- PRESSURE TESTS z
ON WATER TABLE a: a: z.
~
LEVELS, WAT
. ER RE-8 ~ -
~
~...: IIJ!
- l TURN, CHARACTER OF ~ § (1)9(1) ?£ E*~
2
~
~
DRILLING. ETC.
a:
~.:
i= i LLI Cased (4") to 85 ft.
Drilled to 85 ft. :
using a 5 7/S" tricone bit.
Degan NX coring at 85 ft.
Used no cement.
Used 5 bags bentonite.
Began coring at 85 ft. with a longyear
~X barrel.
~
100 %
IJater loss
@ 20 ft ~*-
Backfilled to 23 ft. with 5 bags*
of cement.
Hole drilled to investigate marl -
only.
No sample taken 0-85 ft.
Solid rectangles indicate spoon sample..
HOLE SIZE 5 7/8" 12/10/73 Amendment 13
%I-eL
&II Q
5--*....-..-....
205 10-------..*..*
15--....*--......
195 20-------*--
2S -:--...-..-....
185 30 -:--*--
III..*-
(!)
CLASSIFICATION AND g
PHYSICAL CONDITION ISAl1PLE1 0-84.0 ft.
OVERBURDEN:
Sand, silt and clay.
HOLE NO._S..Q....4__
SITE General
3 SHEET 2
OF S
PROJECT A.W. VOGTLE NUCLEAR SIn HOLE NO.
S04 NOTES
> PREsSURE TESTS z
ON WATER TABLE w CE w
0 t=
LEVELS, WATER RE-
<<w z
c Z
t-o CLASSIFICATION AND 0>
-2
-z
~
A-yO cn-:
.J TURN, CHARACTER
- l~
UtA:
en." "'-
&AI PHYSICAL CONDITION Ut
~A: !2
.J Q
OF DRILLING, ETC.
o cr:
9~
~AlfPLE I
~
t-175. 40"':
45 -:
165 50..:
u, 55 -
155 60 -
65-:
145 70-HOLE SIZE 5 7/8 "
HOLE NO.
504 SITE General 12/10/73 Amendment
~ 3
CLASSIFICATION AND PHYSICAL CONDITION
~..,
a z*
-2 en a:
en 9~
we c lll 0>
uS
~'"
- c A.W. VOGn.E NUCLEAR SITE I
SHEET 3
OF' S
t PROJECT HOLE NO. --.2_04___.._
NOTES ON WATER TABLE LEVELS, WATER RE-TURN. CHARACTER OF DRILLING. ETC.
HOLE NO.
504 SITE General 135 80 105 3
2 o
10 o
15 20
- slight loss out top of casing 100 100 100 lIS ft.
Core length:
Broken 4-10" 5.0 recovery 110 ft.
Shaly clay materia in return line.
Yellow green clay
~ith shells 1n return line at 80.0 ft.
105 ft.
4.0 ft. recovery.
- Be g~an -co-ri n-g-85 ~t.
84.0 Spoon Sample 551.
0-50 5" 84:0-134., JtfARL: Gray. very 85 firm conpact~c!ay. Very 87 99 calcareous. Weakly cemented, 4 ft.
recovery.
silty, massive,has hard moder-
' SO 0
10 2
ately cemented nodules, marl 0
15 2
can be broken by hard finger 90 ft.
0 20 2
pressure, nodules are broken by 0
25 2
125 90 hard hammer blow. Has shell 30 fragments in some zone.
1 3
4 ft
- tecovery.
80 l
,95 ft.
95 - 103 ft.
LniESTONE: Nodule 3'6" recovery.
alternating layers 2 - 3" thick -cemented limestone in some core loss due 70 a
10 2
the Darl.
to grinding. Hard 0
15 2
& soft layers 10C f 0
20 2
25 115 HOLE SIZE 5 7/8" 6
NX
.11I 12/10/73 Amendment 13
s 4
SHEET OF CLASSIFICATION AND PHYSICAL CONDITION 134.0 SAND; gray medium grained dark.
Non - calcarious.
149~5 - 151.0 SAND: medium grained sand, gray. clean, very slightly silty.
144.5 - 146 ~:
medium grained, medium gray,.
non-.calcarious.
140-141.5 ~: dark gray, medium gra1ned,**non-ca1cariou 49.5 S8 1.4 100-fI 65
HOLE NO. _5_0_4 Spoon sample PROJECT A.tJ.VOGTLE NUCLEAR SITE NOTES PRESSURE TESTS z
ON WATER TABLE LtJa:
&II 0
~
.LEVELS,. WATER RE-a:'"
z a:
z
~
0 0>
-2
- ). -z CL yO
~;
&II
~
TURN, CHARACTER
~~
enG:
&AI 0
en
~e: !2
~
OF DRILLING, ETC.
o a:
9~
&II CL Recovery 5.0 ft.
100 118 -130.
Average core IS" a
10 10 120 15
]0 95 20 10 1
135 0
10 5
125 0
15 3
0 20 5
0 25 5
10 0
30 5
35 10 130.0 85 Recovery 3.5 ft.
Core loss at 134ft!'
Sand will not stay 70 in core barrel.
135.0 r~o recovery in sand.
a 140.0 140 Spoon sample 551.
100= "
44.5 Spoon sample ss 1.4 100- "
HOLE NO.....S~O....4 SITE (jener a l
- slight loss out top of casing.
HI HOLE SIZE 12/10/73 Amendment 13
180.0 ~.
185.0 ~: medium grained, dark gray-black, slightly silty, non-calcareous.
65 18 j
~-.....--+--....... 35 No recovery in sand Spoon sample Spoon sample TD
- 186.5 ft.
_I SHEET 5
OF S
PROJECT A.l~. VOCTLE NUCLEAR SITE 504 HOLE NO.
NOTES
>- PRESSURE TESTS z
ON WATER TABLE W~
w 0
LEVELS, WATER RE-SEW z
~
z
~
0 CLASSIFICATION AND 0>
-2
-z uS cn-:
- Ii w
PHYSICAL CONDITION TURN, CHARACTER CIt A:
cncn w-w 0
~w CIt.
~a: !2 OF DRILLING, ETC..~ 9" w
SAMPL Spoon sample 5S 1.4 100- "
l~own-gray medium grained, non-calcareous.
no recovery in sand due to 60.0 uncemented nature 55 60 lIiO.O ~.
of the sand.
ss 1.4 100-rt Spoon sample 70.0 70 170 ~: medium grai.ned, Spoon sample 5s1.4 100=
\\I 45 dark gray. non-calcareous.
I~.
No* recovery.
17 175.0 ~.
Spoon sample 10" HOLE NO.......50llliii45.-__
SITE General NX HOLE SIZE 12/10/73 Amendment 13
~
CLASSIFICATION AND 3
PHYSICAL CONDITION I t~UPLEl BECHTE L SHEET-'--OF~
~FnlnGlc LOG OF DRILL HOLE HOLE NO.
505 A.W.VOGTL! WU~L'l'.XR SIll PROJECT ANGLE FROM HORIZ.
90 BEARING__-.....--~_
LOCATION N 1147 040 E 622 299 BEGUN 8-23-73 COMPLETE~-3]-73 OVERBURDEN 147 ft.
DEPTH DRILLED INTO ROCK 40 ft.
TOTAL DEPTH OF HOLE 201.5 ft ELEV. WATER TABLE NO. CORE BOXES 4
NO. SAMPLES TAKEN__4__
CORE RECOVERY(-/.)
99%
FEET 39.6' MODEL a MAKE OFDRILL_...;.C";;,,,;ME~5..;;.5 GROUND ELEV.
241.9 ftHOLE LOGGED BY F.YEN DRILLER CLEO IVY-tETCO NOTES lIJ >- PRESSURE TESTS z
ON WATER TABLE a:a:.
g U
O ~
~ 2
~~
r-LEVELS, WATER RE-8 en a:
- en LaJ
~
~
TURN, CHARACTER OF 1.1 en
. *.. A.
- i
~
lIJ
- DRILLING, ETC.
0' a: 9 " cf'"
i= i
~
Began casing 147 ft.
I 5 71B!' tricone bit-used to 147 ft Lorigvear NX barrel-used for core reco~ery 4" casing to 147 ft.-****
8 baGS bentonite -:
used for drilling ****
No cement used for casing.
Backfilled to 7:£t; with 5 bags of cement.
t-:ater tested
"~ith,,:
double pneumatic
~
packers at 10 ft. :
intervals with
-=
packers at 12 ft. -
spac1ng.
Hole drilled to investigate marl only.
No samp1es-:
taken.
0-147 ft.
Solid rectangles indicate spoon-samples.
...s-:......-*..**
212 10--*---.......
15--..-------
202 20------..---
25------..
192 30-:***--
35-:
o - 147 ft.
OVEP~URDEN:
Sand, silt, and clay.
13 HOLE SIZE 5 7/8" HOLE NO.
505 SITE General 12/10/73 Amendment 13
1 HOLE NO. -...50...5..-.__
SITE General I
SHEET 2
OF 6
PROJECT A. 1-1.VOCTL! NUCLEAR SITE HOLE NO.
50S NOTES
>- PRESSURE TESTS z
ON WATER TABLE w CE III 0
CElli
!i LEVELS, WATER RE-z*
CE Z
t-o CLASSIFICATION AND 8~
-2
~.
-z CL cn-:
.J TURN, CHARACTER CIt A:
III III PHYSICAL CONDITION
~~
en.,.
0 CIt.
Wca:
!2
~
OF DRILLING, ETC.
CE go I SAUPLEI CL t-182 40-:
45-172 50-55-162 60-65-152 70-It. HOLE SIZE 5 7iS" 12/10/73 Amendment 13
3 SHEET 3
OF 6
PROJECT A. t~. VOGTLE NUCLEAR SIT!
HOLE NO. 5°5 NOTES
> PRESSURE TESTS z
ON WATER TABLE we w
0 LEVELS, WATER RE-0: 111 z
lie Z
~
I-0 CLASSIFICATION AND 0> -2
~.
-z A.
u8
~;i
- iii
~
TURN, CHARACTER eftA:
w-III PHYSICAL CONDITION
~..,
0.
~A:
2:1
~
a OF DRILLING, ETC.
cr:
9~
t=
w ISAMPLE I Q.
142 80-:
85-:
132 90-:
1.
95-:
122 10e-lOS:
112 118-HOLE SIZE 5 7/8" HOLE NO.
505 SITE General 12/10/73 Amendment
~3
A.W.*VOGTLE NUCLEAR SITE I
SHEET 4
OF 6
~
PROJECT I'
HOLE NO.
5....0....5 NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING. ETC.
z
-:I CIIA:
CII.
9" zo
~
~..,
.J III x
~.
...a oo-'
CLASSIFICATION AND PHYSICAL CONDITION Water loss 100%
at 120 ft.
102 12 12 Sampled at 130 no recovery (still in shell) 92 13 13~
32 14 100 HOLE NO.
505 SITE. 'General 154.0 MARL; 3" piece very hard marl, light gray, fine grained~
147'",:,187' CLAY-HARL: Gray to greenish-graYi s i 1ty,very calcareous,very firm,weakly cemented,massive,has hard mod erately cemented nodules,marl can be broken by.hard finger pressure, nodules by hard hammer blow.
Shell fragment8-11;1 some zones.
14 5
5 10 12 15 10 72 15 los out top sing 1/2 m.
100 152.0 Broken 2-16" Broken 2-8" hard and soft marl 4" casing - cased to 147.0 very toug marl.
146. Spoon sample no r ecovery 147.0 S8 II
- HOLE SIZE S 7/8 & NX 12/10/73 Amendment 13
SHEET 5
OF...-..6~_
HOLENO. __5~O_5 CLASSIFICATION AND PHYSICAL CONDITION 190-~9l.5 SAND: non-calcareous, dark gray medium grained.
187.0 SAND: medium grained, dark gray, silty, non-calcareous.
172. 2
~1ARL: 1/2" line of broken shell and carbonaceous 1:
material in the marl.
Continues uniform.
152-157.0 MARL: Medium gray
~o light-gray, hard to very hard marl. begins to show
).ess coquina.
oo...
32 15 195.
190.
1.4 25-75 16 6
175 137 0
5 5
0 10 10 0
15
. 10 0
20 5
25 t*]a 42 er ou top of casin o
166 178 0
5 5
0 10 10 0
15 5
99 20 52 ater out t p of ca ing.
98 10 10 182.0 177.0 187.0 172.0 No recovery in ss sand with core barrel 0
167.0 Sampled 3 ft. with no recovery in san 190.0 Spoon sampl
- Core length Broken Aug 6-8" Core length 2-2u 11 Aug 12!'
Br.oken Core length Zroken 2-14" Aug 10" Slight core
~rindi 168.5 - 169.5 PROJECT A.l~*VOGTLE NUCLEAR SITE NOTES
> PRESSURE TESTS z
ON WATER TABLE
""a:
w 0
z LEVELS, WATER*RE-z a:
z
~
~
0>
-2
- ).. -z A.
uS en-:
- Ii w
TURN, CHARACTER en a:
en.,.
&&,1-0
~w en.
~D:
!:I
~
OF DRILLING, ETC.
a:
9~
A-t-
157.0 157 167.
0 5
5 0
10 5
10 15 t~at rout top
~2 16 162.0 of casin.
Broken, hard & soft zones.
10 HOLE SIZE _NX HOLE NO. _5_0-.5 SITE General 12/10/73 Amendment L 3
HOLE NO.
505 CLASSIFICATION AND PHYSICAL CONDITION HOLE NO. --..5....
0...5__
S'ITE General 200 - 201.5 SAND: clean, light gray, medium grained",
noncalcareous.
~
1 6
OF -.6__
SHEET "o...
%t-eL..,
a t IPROJECT A*tol.VOGTLE NUCLEAR SIT!
NOTES
)-
PRESSURE TESTS z
ON WATER TABLE w CE III 0
LEVELS, WATER RE-
~w z -.
a:
z
~
0>
-2
~. -z u O CIt -:.
- Ii TURN. CHARACTER
~~
CIt A:
.en CIt w-III CIt.
ica:
. 2 2 OF DRILLING. ETC.
o CE 9~
i=
Spoon sample S5 1.4 68-3:
No recovery 0
200.0 200.)
22 Spoon sample ss 1.4 lOO=~1t TD
- 201.5 ft.
I~
It HOLE S:ZE NX
~
12/10/73 Amendment 13
BECHTEL SHEET-LoFi.-
GEOLOGIC LOG OF DRILL HOLE HOLE NO.
506 PROJECT A. w. Vogtle Nuclear Site ANGLE FROM HORIZ.
90 BEARING __-
LOCATION Nt 146 698 E 621 067 BEGUN 9-14-73 COMPLETE09-20-73 OVERBURDEN 92.0 Ft.
DEPTH DRILLED INTO ROCK 69 ft.
TOTAL DEPTH OF HOLEl78,0 ft.
ELEV. WATER TABLE NO.CORE BOXES 4
NO. SAMPLES TAKEN 2
° CORE RECOVERY(*/.)
83%
FEET 63 ft MODEL a MAKE OFDRILL__C_M_E.....5....5 GROUND ELEV.
172.7 ft.
HOLE LOGGED BY P.
Yen DRILLER Bil 1 Shp~lp!v
,r.llU NOTES l&J > PRESSURE TESTS z
ON WATER TABLE a: a:
~
LEVELS. WATER RE-8 ~
~ :I
!; ~
~.!
~
TURN. CHARACTER OF 8
~ G:
- eli
~.~
~
DRILLING, ETC.
~ ~ 9 ~ ~ 0.:
~
. ~
11.1 Same water loss in sand 100% vate r loss at 45 ft.
Set 4" casing to 91.5 ft.
13 0-92.0 ft.
OVERBURDEN:
sand and clay.
(!)
CLASSIFICATION AND 3
PHYSICAL CONDITION fSAl1PLEl xt-e, LtJ o.
5"":-----.....*
163. 10-=-
IS"":-------*
153 20-=.--
25-...-*...-----
143 30--**..--
Drilled
~ith Dud in marl makLng 5 runs \\/i th 10 ft.
Longyear samplin~
- barrel, Regained 100i.
circulation at 93 ft.
Rockbit 5 7/S" to marl at 91.5 ft.
~*-*--*..-*-*
ft :*--*-'-0-*0.-*--**--*
She 11 encoun tered at 35 ft.
~*-**-***--****---
Used approximately 4 bags of bentonite-:
No cement used to set casing.
Backfilled to 6 ft. :
with 5 bags of cem~
HOLE NO.
506 General SITE 5 7/8" HOLE SIZE_.....-........._
12/10/73 Amendment 1.3
IPROJECT SHEET 2
OF 5
I A. W. Vogtle Nuclear Site HOLE NO. S06 NOTES
> PRESSURE TESTS 5
ON WATER TABLE ",
..,e W
z LEVELS, WATER RE-Kill z*
z.
~
0,
CLASSIFICATION AND o~ -2
-z I:
- iii
~
TURN, CHARACTER.
U u Wta:
w-III PHYSICAL CONDITION
~w -.
2 2
~
Q OF DRILLIN'G, ETC.
CE 9°
~
III ISAMPLEI Water tested with loub Le pneumatic packers at 10 ft.
intervals.
Packers were 12 apart.
Hole drilled to investigate marl only.
No samples 0-91.5 ft.
Solid r ec tangles Lnddcate spoon samples.
HOLE SIZE S 7/8"
.~
ft.;
l33 123 113 103 40..:
~..*
45-****-*....
50..:-..-*--....
55..:....*..-..-..
60 -=..*....--..-
65..:..-..*_.--*
70 HOLE NO. ___.5...06_...._
$IT£ r9CDer
- 1 12/10/73 Amendment 13
SHEET 3 OF 5
t PROJECT A. v. Vogtle Nuclear Site S06 HOLE NO.
NOTES
> PRESSURE TESTS z
ON WATER TABLE we 0
z
~w
. z*
~
z
~
t-o CLASSIFICATION AND LEVELS, WATER RE-o~
- t-Ao
-2.B;i
-z
- Ii W
~
PHYSICAL CONDITION TURN, CHARACTER Uu
- lea:
III a
- e~
2 2
.J OF DRILLING, ETC.
9~
fA:
t=
w 93 80'
~poon Sample Began Coring 93.0 93.0 3'7"/4'3" Core lengt broken and ground up Barrel blocked up.
c're Length 1/4-5!' *
?"
2' 10"/5' 9" *Core 1eng broken and ground up Limestone nodules present in this run.
103'0" 5' 9"/6' 0" Core lengt 1/4-8"
- imestone nodules ith some grinding.
113'0" Core length broken:
2-18 lwerage 4".
HOLE SIZE 5 7/8",
NX 85 83 90 95
- s1 ght eak 0
t top of c sing.
73 10 103 - 11 20 5
25 5
30 10 35 10 40 5
s.
D scont nued 63 o
35 10 o
40 10*
No 10s8. Discontinued test.
92.'-162.'
CLAY-~UUUL: Gray to greenish-gray,silty,very cal-careous, very firm, weakly cemented,massive, has hard moderately cemented nodules, marl can be broken by hard*
finger pressure. "Nodules by hard hammer blow. Shell frag-ments in some areas.
~
92.0 MARL:
- Clay, t~!th sh~11s. 1 i~~
silty clay, massive, fine to medium grained,. gray, slightly sandy.
93-95.5 11ARL: is silty, slight sandy clay, gray, has a mottle granular appearance contains small broken shell fragment shows same unsorted bedding, massive.
95.5 t~: becomes uniform gray clay, slightly silty, moderately compacted, fine grained, easily 9roken bv drillin~ action, brittle, be~1n to show limestone nodules, marl itself is moderately limy and contains occasional shells and casts.
103-107 S~~D: calcareou8, compacted:--
111.9 3/4 inches thick layer of charcoal.
HOLE NO.
506 SITE General 12/10/73 Ame'ndment 1 3
IPROJECT A. w. Vogtl. l~uelear Site SHEET__4_ OF _5__
HOLE NO.
so§ 1
fossiliferous.
HOLE NO.
506 SITE General 138.0-153.0 ltARL: shows a uniform appearance, silty, firm, moderate cementa-tion,.s uc cepe IbIe to occasiona mechanical fracture as a resul of drilling action.
Massive non bedded, predominantly gray clay.
154.5 1~: shows -ere It.e content. broken shells and black specks of °carbonaeeoua material. as a gradational transition.
CLASSIFICATION AND PHYSICAL CONDITION 127.1-135.0 Ln1ESTONE:
not nodular but appears to be hard, very limy marl. uniform light gray., massive, silty.
120.0 MARL:
DOD bedded, silty clay ~
LIMESTONE: nodules 2-4" thick:
96.8, 97.3, 97.8, 99.0. 107.0, 109, 110, 111.2, 111.4, ll1.S, 113.5,117.5,118.0,122.0,123.0.
124.7,126.0,127.1 to 135.
136.0. 145.5.
oo.I Zt-Ao Wo 43 53 10 10 33 23 5
15 10 age ast out op 0
imate' 155 25 30 35 t Ie r an
.Es pill.
143 123 135 133 145 o
25 5
o 30 10 o
35 10 40 5
's1ig t los out top of casi 40 S
- 811!~llAi*t3~t~:'
10 10 100 148.0 138.0 128.0 HOLE SIZE -.-I!IX~__
153.0 Core length broken 3-26" average 12" No grinding Co~ length broken 2-20* average 12" 143.0 Core 1enRth broken 3-20" average 12" No grinding Core length broken 2-14" average 6" No grinding Core length broken 2-14" average 6" No core grinding 123.0 No grinding of core 118.0 NOTES
> PRESSURE TESTS ON WATER TABLE w K E
KW z*
z LEVELS, WATER R -
8 i:
- 2
=-.~
- Z TURN, CHARACTER tf fit a:
fJ*
111-aer.0 iii-2 2 OF DRILLING, ETC.
f a:
t:
Core 1en~th broken 2-16" average 6" slight grinding at 127.0 133.0 Core length broken 2-13" average 6" No grinding
~f cor Core length broken 2~14" average 5" Very littlegrindi or abrasion.
o 20 5
o 25 5
o 30 5
o 35 10 o
40 10 No 1 ss, D*scon inue I-.....
~-...... tes
- oo
- 0 slig pack asin 11----------t--. 1/ 2
' 1-----------+--+---;--;----1 12/10/73 Amendment 13
A. W. Vogtle Nuclear Site s
NOTES
> PRESSURE TESTS z
ON WATER TABLE w CE
&II 0
LEVELS, WATER RE-CE'" z*
C Z
~
0> -2
~.
-z TURN, CHARACTER uS II.;
i~
w-
~
~w 22
~
OF DRILLING, ETC.
CE go III No grinding 158.0 Core length broken 2-12" avera~e 4" Bottom part of run -: 81 (in sand) was not recovered. 163.0
~
- ~o recovery in san d.:
~
0 1:
CLASSIFICATION AND PHYSICAL CONDITION 161.5-162.0 ~ gradational contact he~1nning at
~61.5 with very limy gray-green clay becoming green to dark green clay with sand.
Becoming slightly silty sand
~t 162.0, slight, amount of clay.
.,o
..J z.....
III C)
..~
157.8, 159.0, 159.4, 159.7 t
- ~
161.*5 large 1/2" tJtick.8~11lOn
.:~
pink layers of shell.
The
-~
marl itself becomes very
- ~
fossiliferous, limy, firm to 160-:~
161.5.
- ~
- HJ 165 - ~~~j r:
-:1 ~.~
-~~ ~:
- ;~ ~~. :~
.. t~r-~
-: ~ 1;.~
.. :: i-~ ~
-lj{l~
17Cl.:~:1 ~
163.0 ~ pred(JUl~nant1y fine
.. ~~~
grained, non calcareous, silty
- {f~
non plastic. black. uniform.
_~:i 11:;
.. ~~: ~
- E: {:
168.0 SAND:
as before but 17~~~:;:
moderately silty and black.
~
-~.:
- ~
.... r'-*.l
-~)~
173.0 SAND: fine to medium grained. slightly silty to l8~
clean sand, calcareous, chietly q~artZt vitreous, light tan color.
18~*-....--..
190:------**-*
3 l78.0 6S 1.
~ 400=3"
~
9" recovery in sand.. 15 168.0 12" recovery in sand-.. 20 173.0 Spoon Sample TD
- 118.0. ft.
HOLE SIZE _NX HOLE NO.
506 SITE General 12/10/73 Amendment 13
1.
0-112.0 ft.
OVERBURDEN:
- Sand, silt and clay.
(!)
CLASSIFICATION AND 3
PHYSICAL CONDITION I SAMPLEI '
to-Q, L&Jo.-**----.
5--..---....-*
202 10--*....---..-
15--*..---....
192 20'-:-..-----.-
25----..-..--..
182 30-..***--***-
7IS!.*-*
loss at :*--*
Drilled with 8 bags.
of mud.
' ~ o cement~
used to se t cas Lng,-
100% water return after casing set...:
Sligh t water loss in sand,before casing set.
-=..*---
Encountered shell-:
limestone zone wit~*
drill chatter a~
60 ft.
Began coring at 112 ft.
wi th Long-:
year NX barrel.
Backfilled to 39 f' with 6 bags of cement.
Solid rec tangles.:
indicate spoon samples.
Casing to 112 ft.
with 4" casing.
Drilled to marl 112 ft.
using 5 tricone bi e, no.
samples.
100% wate r 60 ft.
BECHTEL SHEET-LO~~
GEOLOGIC LOG OF DRILL. HOLE HOLE NO._-
PROJECT A.
W. Vogtle Nuclear Site ANGLE FROM I-K>RIZ.
90 BEARING LOCATION N I. 145, 504.5 E 620,633.5 BEGUN 9-4-73 COMPLETED 9-13-73 OVERBURDEN 111 ft.
DEPTH DRILLED INTO ROCK 67.5 ft.
TOTAL DEPTH OF HOLE 191 0
f ELEV. WATER TABLE -
NO. CORE BOXES 4
NO. SAMPLES TAKEN_....;;I4 CORE RECOVERy(e/.)
85%
FEET 57,5 MODEL a MAKE OFDRILL CM_...,;I.;;,;:;;;E....::5::;",;;:5 GROUND ELEV. 211,83 ft, HOLE LOGGED BY P. Yen DRILLER Cleo Ivy I EICO NOTES l&.I >- PRESSURE TESTS
~
ON WATER'TABLE
~ a: ~.
i=
LEVELS, WATER RE-3§ ~
- E
~..:
11.I:
~
TURN. CHARACTER OF 0 w
~: ~
~
~
~
DR ILLI NG, ETC.
0' a:: 9 '" s:
~
L&J I
HOLE SIZE 5 7/8 11 HOLE NO._S_07__
51 TE General 12/10/73 Amendment 13
A. W. Vogtle Nuclear Site I
SHEET 2
OF 5
~
PROJECT---:.;,..;....;.;....;~~~~~
~
HOLE NO.
507 I. HOLE SIZE 5 718" Water tested at 10 ft. intervals
.with pneumatic double packers 12 ft. apart.
HOLE NO.....5....0....
7__
SITE OeDera J CLASSIFICATION AND PHYSICAL CONDITION 1C::&MHT.l:' I 40-........-....
50...:....-..--......-........-......-
60 -........-........-......--..-..
70.:-..-..--..--
zo
~
~
III-'
III 152 162 142 172 z*
-2 en 0:
en go NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.
60 ft.
100% water loss -
continuous to 111.0:
ft~ 100% water return when casing :
set at Ill'.
12/10/73 Amendment 13
5 SHEET__3 OF PROJECT A.
W. Vogtle Nuclear Site NOTES
)- PRESSURE TESTS z
ON WATER TABLE weE 0
~w
~
~
~
LEVELS, WATER RE-z z
0 0> -2
=-. -z CL uO
=;
~
&II
~
TURN, CHARACTER
~~
inA:
w-III 0
In
~a: !2
~
OF DRILLING, ETC.
o eE 9" III A-t-
HOLE NO. _5_0....7 CLASSIFICATION AND PHYSICAL CONDITION 132 8
85 122 90 1
95 112 00 Began coring 112.0.
HOLE SIZE 5 7/8" & NX 05 102 10 18 20 5
2S S
30 - Vater out top of casing_
Ill. '"-180.5' CLAY-~ARL: Gray to greenish-gray, silty,very calcareous, very firm, weakly to modera tely cemented,massive, has hard moderately cemented nodules. Can be broken by hard finger pressure, nodules broke with' hard hammer blow. Shell fragments in some zones.
111.0'
~~L:Clayey,plasti=,gra 112. 0
~tARL:
. 5 nodules 1/2-1" diamet~n core barrel followed by non-fossiliferous HOLE NO.
50 7
- SITE f;enera1 12/10/73 Amendment 13
SHEET 4
OF 5
HOLE NO.
507 133. S LI~lESTnNE: nodule 311 thick.
134-135.5 Contained 1/2" lime stone (1imey harder zones).
135.5-142.0
~~RL: massive,
- uniform, gra~ilty clay.
HOLE NO. _5_07 SITE
(;eneral 130.0 CLAY: 10" of soft clav, plastic, gray.
132-133.0 CLAY: silty, generally massive.
126. 0
~lARL: Silty, gray. car-bonace~ uncemented, easily broken.
152.0 MARL: gray, compacted, sandy silty clay.
not fossiliferous, massive.
153~1 slight core grinding.
CLASSIFICATION AND PHYSICAL CONDITION 142.0 LI~1ESTONE: 3" nodule.
~~rl becomes more compacted.
145-147 LIMESTONE:
(marly limestone).
148.3 1/4" bed of charcoal.
148.~
149.0, 150.2, 150.6 I..
limestone nodules 2-3 1 2 thick.
Very clayey and p1ast1c~ mod-erately cemented to 117.0.
117.2 LIUESTONE: Nodules to 117.4.
117.4-119.5 CLAYEY SILT: gray, slightly sandy, massive.
119.5 LI~ESTONE: 2" nodule, hard.
122.0 SILT
(}UffiL): moderately
~ompacted silt (and limestone.
nqdu1e 3" at 122.3.)
oo-'
Zt-
&IIa 125 zo:i,.
III-'
III 5
Test dlscoatinued.
62 5
5 5
10 5
82 5
5 5
10 wat of acke eset 7.0, op 0
for DP 2
2 5
10 10 5
age ast of c sing.
ac 125 o
5 o
10 o
15 o
- 20 1
25 150
-162 o
5 o
10 o
15 o
20
° 25 o
0 o
35 No leakage.
oo o
oo oo o
1*
Slig ng d 135.
oo o
o 2*
- ...*ate 3cke 140 90 10 85 IIIC
<<III 0>
uS
~III o
c¥ 95 100 NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.
147.0 142.0 CORE LENGTH: Broken and ground up, leav-ing limey nodules 1/2-3", average 2" HOLE SIZE NX 127.0 CORE LENGTH: Broken 1/2-14", average 4" grinding, SONe lime~
nodules.
117.0 152.0 137.0 132.0 122.0 CORE LE~GTH:
Broken 2-12", averagf;! 6".
Very slight grindin CORE LENGTH: Broken 2-24", average 8".
No visible grindin
- CORE LENGTH: Broken 2-14", average Sit.
Some grinding at limestone nodules.
CORE LENGTH: Broken 2-24", average 7".
Very slight grindin CaRr LENGTH: Broken and washed out.I - t o 4", average 2". Sof clay layer washed out.
CORE LENGTH: Broken 2-14, average 6".
12/10/73 Amendment 13
A. W. Vogtle Nuclear Site 507
~.
189.5 SAND: fine, light gray.
not
~layey, slightly silty, non-calcareous.
182.0 SAND: coarse. light gray brown and not calcareous.
184.5 SAND: fine to medium
- grained, brown-li~ht gray, not calcareous.
CLASSIFICATION AND PHYSICAL CONDITION 175.1
~~RL: remains clay, gray but grading into green-black color, only slightly silty.
176.0 CLAY: ereen-black is variab~si1ty, partly sandy at end of run.
180~5 SAND: contact,gradationa transition from silty clay to silty sand.
167.6 slight core grinding and marl becomes silty clay, uniform, massive.
169.0 ~~~L:
~rades into a slightly silty; well compacted plastic clay, massive, uniform gray.
172.0 !*~RL: bec?mes gray clay,1 very slightly silty in i~regu 1ar beds 1/2-1" thick.
159.1 slight core grinding.
160.0 Limestone nodule I" thick.
157.0 MARL: Moderately cemente gray, massive, clayey silt.
very slightly sandy to 167.6'.
<<:>>o
.J Zt-A-
lAI Q
90 80 22 zo
~
~
III
.J III 32 52
' 42 1 1/
o 20 5
o 25 5
o 30 10 No loss. Disc 165.0-177 0 o
20 5
o 25 5
o 30 10 No loss. Disc z
-2 en A:
en.
9<<:>>
PRESSURE TESTS S5 5S 55 wCZ cz'"
0>
yO
~~
o <<
NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.
Spoon sample ery s 1.g t core grinding. 157.0 100 162.0 177.0 172.0 167.0 Spoon sample No recovery in sand with core barrel.
Spoon sample CORE LENGTH: Broken 2-34", average 4",
no core grinding.
CORE LENGTH: Broken 1/2-24", average 1",
no grinding.
100 CORE LENGTH: Broken 2-7", average 4",
very slight grindin CORE LENGTH: Broken 6-30", average 6",
possible core loss 70 in uncemented sand.
182.0
'CORE LENGTH: Broken 2-8", average 5".
Slight core grind-ing.
100 TD
- 191.0 ft.
HOLE SIZE ---.l)lIlllllllX~-_
HOLE NO.
~5QliII.Il7,---__
SITE*
Gftn e T
- 12/10/73 Amendment i. 3
1 0-95.0 ft.
OVERBURDEN:
Silt, sand and clay*
C!>>
CLASSIFICATION AND 3
PHYSICAL CONDITION ISAMPLE I 5------OIl---
10-....-----....
15--......--......
20------......-
25-..--------
30--....--....
ell 35"':
160 170 180 Solid rectangles --
indicate spoon samples.
Drilled (5 7/8") to:
marl at 95 ft.
depth.
Set 4" casing to 95 ft.
5 bag drilling mud-:
used.
No cement used.
Began coring at 96.0 ft. using Longyear NX barrel~
BECHTEL SHEET..LOF-S-GEOLOGIC LOG OF DRILL HOLE HOLE NO. 508 PROJECT A.
W. Vogtle Nuclear Site ANGLE FROM HORIZ.
qn BEARING __-
LOCATIONN 1145 605 E 621 613 BEGUN 8 7 3 COMPlETED 9-4-73 OVERBURDEN 95 ft.
"DEPTH DRILLED INTO ROCK 56 ft TOTAL DEPTH OF HOLE 163,0 ft.
ELEV. WATER TABLE NO.CORE BOXES NO. SAMPLES TAKEN_J CORE RECOVERy(e/e) 100%
FEET 56 ft. MODEL a MAKE OFDRILL CM--=-E..:5~5 GROUND ELEV.190.46 ft.
HOLE LOGGED BY P. Yen DRILLER Cleo Ivy-LETCO NOTES
&&J >- PRESSURE TESTS z
ON WATER TABLE a: a: z.
~
RE Uo ~
2
~...:
!f LEVELS. WATER 8
U)
B:
- en
~.;
~
TURN. CHARACTER OF
- LtJ (I)
II Cl:
c:
~
DRILLING, ETC.
~ a: 9 "d:
~ ~
&&J 20.0 ft.
100% water:
loss.
l-1ater tested at
-=
10 ft. intervals with pneumatic double packers set-:
at 12 ft.
spacing.
Backfilled to 30 ft:
,,,i th 5 bags of cement.
13 I
HOLE SIZE 5 7/8" HOlE NO.
508 SITE General 12/10/73 Amendment 13
SHEET 2
OF 5
PROJECT A. w. Vogtle Nuclear Site HOLE NO.
508 NOTES PRESSURE TESTS z
ON WATER TABLE
"'~
SAl 0
~
0 LEVELS. WATER RE-
~III z
cr z
~
0 CLASSIFICATION AND 0>
-2
~.
-z A.
uS m;
- lj
..J TURN, CHARACTER rnA:
III III PHYSICAL CONDITION
~""
en.
~ca: !2
..J Q
OF DRILLING, ETC.
o
~
9~
\\II JSAMPLEI Q.
~
150 40-140 50":
130 60..:
120 10..:
I HOLE SIZE 5 7/S" HOLE NO.
SOB SITE General 12/10/73 Amendment 13
5 OF_~_
SHEET 3
CLASSIFICATION AND PHYSICAL CONDITION t
P~OJECT A. W. Vogtle Nuclear Site NOTES PRESSURE TESTS z
ON WATER TABLE
..,a:
III 0
Z LEVELS, WATER RE-CE'" z*
IE Z
~
t-o 0>
-2
-z A.
uS
~;
- Ii III TURN, CHARACTER ena:
Q
~w In.
fA:
!2
..J OF DRILLING, ETC.
- c 9" III 110 8
Casing: 4" diamete to 95.0 ft. depth.
85 95.'-150.8' CLAY (MARL):Gray to greenish-gray, silty, very calcareous; very firm,massive weakly cemented,has hard mod-erately cemented nodules.Marl can be broken by hard finger pressure, nodules by hard hammer blow.
Has shell frag-ments in some zones.
coquina HOLE NO. -
5IW08 SITE General
- 95. 0
~tARL:
~1edium gray, limey hard,~thered at top, very
- sandy, fine-oediu~ ~rained, moderately silty, bearing carbonaceous p~rticles and small black flecks, some coquina (fossils).
96.0
}~.RL: Gray varies from very sandy silt and clay to silt to fat clay. Varies from soft 1" seams to t;1assive well compacted.
Cores broken easily by the drilling action and is nearly always broken at the contact zone.
Thin well cemented nodular (limestone) inclu~ion
!-farl 1s well compacted to poorly cemented.
101.0 ~: Friable for 8" depth, still aoderately sandy moderately silty.
Mediua gra with black fleCks.
101-101.8 Core Is soft, '
thumbprints easily.
104.4 Soft sea**
105.0 Begins hard marl. flecks gone. 108.5 3" piece of ll~ht 100 9
HOLE SIZE 5 7/S" and NX 9
5-63 CORE LE:~GTH:
2-14" *
.0 Generally excellent 5
recovery.
5 100 10 10 90 10 101.0 Blew pack CORE LENGTH: 2-7.
(L to sh 11 z Top of run shows core grinding and 100 10 -116 OP possible loss by washout.
0 5
5 106.0 0
10 i>-
CORE LENGTH: 2-19.
0 15 10 Hard and soft zones.
a 20 10 100 % pickup last 100 25 Blew pack run.
Lo s in she 1 zo 80 111.0 Slight grinding 100 at 114.8.
114 126.
13.
I 12/10/73 Amendment 13
A. W. VOit1e &Jc1ear Site CLASSI-FICATION AND PHYSICAL CONDITION HOLE NO......
. 5-..0....8__
SITE General -
150.8
~~L: Begins to become more sandy.
Big pieces of shell at bottom of run*
136.0
~~RL: Clayey, fine grained, medium gray, uniform sparsely fossiliferous.
134. 1 :-1ARL: 2" 1imey materia1 streaked with -gray carbonace-13 ous material.
116.0 MARL: Continues hard medium gray, medium-fine grained, sandy, silty, not visibly fossiliferous.
25 op 20 35 40 50 50 40 70 60 30 5S 0
wate out 5
5 10 10 ter sing.
54 5
10 15 20 ht w of c 47 5
5 10 10 15 5
20 ht 1 55 _0 of c 5in~.
o oo o
oo o
5 10 0-10 10 15 Sli ht w ter oss 0
t to of c sing.
'0 5
5 o
10 5
o 15 10 20 51
- ht 1 akag of asin.
142 135 125 137 z
-2 CIt A:
CIt.
gc:>
PRESSURE TESTS 100 10 10 10 146.0 141.0 136.0 131.0 126.0 CORE LENGTH: Broken 2-8".
CO~E LENGTH: Broke 2-12".
CORE LE~GTH:
Broken 2-15".
10 10 CORE L&~GTH:
Broken 2-26".
10 121.0 116.0 151.0 HOLE SIZE ___.NX CORE LE~GTH:
Broke 2-10".
CORE LE~GTH:
Broke 2-14".
CORE LENGTH: Broke 2-15".
NOTES ON WATER 'TABLE LEVELS, WATER-RE-TURN, CHARACTER OF DRILLING, ETC.
~: 8 1/2" recov-
. ery.
14 I
12/10/73 Amendment 13
5 OF 508 HOLE NO. --..50....8 SITE General CLASSIFICATION AND PHYSICAL CONDITION 161.5 ~: Medium Rrained.
non-plastic, dark gray to black t not calcareous,.s l i ght -
ly clayey and s~lty*
SAHPLEl e:-o.J ZI-Ao Wa
-. ;~~r.i o
151.7 SA.'ID-:- Medium grained *
.~,..
.. -~ ::- ;:
medium gray. very slightly 4 j,t...
~~ ;
.~;
si1ty t non-calcareous.
- ~~~
- ~7~
l60_ :.~~.'
.~..
- ~H
~""~
0
_¥~
0; 1.4 )0-50 zl" 1';0 30 1.4 )4-36 =2" 161.5 55 55 PRESSURE TESTS z
w~
W 0
JEW Z
cr z
=
0> -2
-z uS
~;
~
en a:
w-II'
~'"
en.
iA: !2
..J
.~ 9" II' 156 55 1.4
~9-51 -2" A. W. Vogtle Nuclear Site NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.
156.0 Took sppon sample.
156-160.0 attempted:
coring (no recovery}..-
160.0 Took sppon sample.
No recover~..-
_II---------....,--.....------op--....,..---.--......--------------I 161.5 Took spoon sample.
165-:
TD = 163.0 ft.
l70-:
.3
.~
180-=
1L90":
HOLE SIZE NX
~
12/10/73 Amendment 13
. BECHTElSHEI'-L Of-L 6EOLOGIC LOe Of DRilL HOLE MOLINO.
510
'IOJECT A. W. Vogtle Nuclear Site ANGLE FIOM HOIIZ 90 IEAlING-LOCATION N 1143 047 E 622 353 BEGUN 8/29/73 COMPURD 9~/~1~4~/7~3~-
OVElIUIDEN 96 ft.
DEPTHDlllLfDINlOIOCIC 58 ft.
TOTAL DEPTH Of HOLE la5.0ff.
ELEV. WATEl TAILE NO, COlE IOXES 4
NO. SAMPLES TAKEN 23 COlE RECOVERY ~)
85%
FEET 49' 4
- MODEL &MAKE OF DlILL __C_M_E_5_5 GlOUNDELEV.
230.7 ft.
HOLE LOGGED IV P.
Yen OIllLa R.
Williams B. Shealv 1.ETCO NOTES SAMPLE DATA ON WATER TAiLE z0 a"
III
~
~
LEVELS, WATER IE*
o.
u
- 8
~...
%0 Z i
~
TURN, CHAIACTEI OF 8~.. ~
~
a DRILUNG,.ETC
- a
- c lilt c
Used 2 bags of cement.
Used 6 bags of bentonite.
Water tested with pneumatic double packers set at 12 ft. spacing, testing in 10 ft.
increments.
I SAMPLE I CLASSIFICATION AND PHYSICAL CONDITION 0-96.0 ft.
OVERBURDEN:
- sand and clay*
5..:****-***
10"':**..*-**-
15-:****-..**
20":*..*.._.
2s..:***..-***
30-:*......-
201 221 211 4" casing to 95 ft. =.
Drilled to 93 ft.
with 5 7/8" tricone:
bit.
Cored tJ'lrough marl.:
.with Longyear 10 ft=
NX sampling ba'rre L :
making 5 ft. runs. --..
Longyear saop1e indicated by open
'box, Backfilled to 34 ft.
with 5 bags of cement.
~
This hole tested with Henard.pres- -:
sure meter appara- :
tus.
Location of test
~
indicated by tr1angl.~
symbol opposite foo(.ge mlrker~ *
......... _5_1..0 S-.
Unit 4 Reactor S 7/8" It,..... S,..--......----
12/10/73 Amendment 13
s
- SHEET 2
OF 5
PROJECT A. W. Vogtle Nuclear Site HOLE NO 510 NOTES SAMPLE DATA I
ON WATER TABLE 1.1 z
CLASSIFICATION AND 15
~
5 LEVELS, WATER RE-v i a.
0 PH'fSICAL CONDITION.
a; a
)i
~
~
~
0 I
III G
TURN, CHARACTEROF we...
t~
~
~
rSAMPL~
DRILLING, ETC.
r a*
III Hole drilled to investigate marl -
only. No samples -
0-95 ft.
191 40...:
Numbered rec tangle~
indicate samples -
taken for s01ls testing.
45..:
Starred rectangle~
indicate samples
- taken for general -
field data.
Solid rec tangles -
indicate spoon 50-:
samples.
181 1
60-=
171 6s.:
161 7~
511.
5 7/8" HO't No 510
- Ho_,
It Unit 4 Reactor I
12/10/73 Amendment 1.3
t l SHEET 3
OF 5
PROJECT A. W.Vogtle Nuclear Site HOLE NO 510 NOTES SAMPLE.
DATA I
ON WATER TABLE a
CLASSIFICATION AND IE
~
fi l-0 LEVELS, WATER RE-
'S
¥ I
- Ii
.I PHYSICAL CONDITION
- TURN, CHARACTER OF i~
I 0
~
DRILLING, ETC.
e
- 151 8
510 H.I, Ne ----__
SUe Un it 4 Reactor 113.7-115.0 two pieces of limestone 2" thick, grinding core on either side.
110.0-111.2 LIMESTONE: firm, nodular pe1ces 3/4-1" size.
108.9-109.2 5" pie~e *of lime~
stone.
96.2 core grinding is quite oronounced.
99.0-100.0 limy marl with shells and casts.
101.5 shells and casts be-come more sparse.
102.6 7" piece *of harder, limy marl.
93.'-154.' CLAY(MARL): Gray. to greenisn-gray,silty,very cal-careous,very firm,weakly cemen ted,massive,has hard moderate-ly cemented noduLes s har I can be broken by hard finger press
- ur e. Nodul es broken by hard ham er blow. Shell fragments in some ones.
93.0 suspected marl contact.
94.0
- ~\\~L:
Silty, medium 1
gray. fine grained, calcare-ous, contains some carbona-ceous particles and f05si1i-
- f erous.
8 Cased to 95.5 ft.
\\~ith 4" I~
c as Lnz 141 90 LOl11?year
~pl:'t tube a,
- .;:..: barrel he aan cQrin~ in 5 ft.
run.
.1.,;)
Spoon sample.
IJ4.0 SS 1.4 18-3 ~5 95.5 95.0 1J7.
Core len~th:
0 10 5
2-16" broken.
91 0 15 5
0 20 10 0 25 10 100.
o 30 15 131 100 No 1 SSe d scant inue Core length:
Broken 8-30".
99 105.0 05 117.
105.
a 15 5
Core 1en~th: 2-10" 0
20 10 Recovered 49/60 82 0
25 5
a 30 5
0 35 10 110.0 0
40 10 121 Core length: 2-5" No 1 SSe es d scon Recovered 53/60.
CQre mechanically 90 ground.
t 115.0 1
Ho.o 7/8" and NX 5
Sill 12/10/73 Amendment 13
5 OF 510 SHEET 4
HOLE NO A.W. Vogtle Nuclear Site PROJECT 13 115.0-120 Limestone nodules grinding against softe~ marl.
Nodules recovered with rounded ends J visible shell content
- and noderately hard.
119.1 grinding of core.
CLASSIFICATION AND
.j PHYSICAL CONDITION.
SAMPL 120-125.0 dirty, shell frag-
=ents t marl chips and debris froe above falling into hole.
- 14 It of marI core is silty t plastic and contains shells and casts.
125.0 - 130.0.
LI:~ESTC~-ZE.
125.3 Rrinding of core.
126. 6 li~estone 2 1/2'1 thick.
127.0 lioestone nodule 1. 1 tnick.
127.2 linestone nodule 3" thick*.
128.0 linestone aodule 2" thick.
128.~ slightly more sandy
~arlt
~assiveJ faintly bedded in part.
130.0 li!i1cstone nodule l~'
thick.
130.1
- 130.2 slight grinding of core.
(132~1 limestone nodule.)
132.7 slight p.rincing of core.
133.~ slight grinding of core.
133.6-134.0 hard licestone, cassive.
2 135. 0 ~: gray, massive, un~forot silty claYt barely indents with fingernail to 144.0.
145. 0
~*1ARL:
becomes harder and more resistant to fingernail pressure, slightly more limy 13 to 150.o.
150.0 !1ARL: Silty clay.
more small specks of black carbonaceous
~attert becoming slightly more
-h..~4 Iellow-2ray than previous run.
at-Ao..o 35 81 181 t
to packe GP~{.
-3G?::
9:
ng.
5 5
10 15 5
DATA I:
ti a
1*
135-1 o
20 o
25 o
30 35
- Sl pas out
.L o
20 o
25 o
30 35
- Sight of asing app oxlma o
ooo
- \\'a p~~
out abo o
25 5
o 30 5
o 35 io o
40 10 No 1 ss d*se nt nued 111 SAMPLE icc 100 100 100 100 100 130.()
135. G
. E '~: 5 140.0 Core length; Broken or fracture 2-30".
Average 9".
150.0 Core length; 2-32".
Average S".
~o grinding seen.
145.0 Co r e ength t Broken 3-24 1
Average 15" No grinding seen.
Core lengtl\\;
2-6".
Average 6".
Broken.
Recovery 2 ft.
Core length; 1/2-2" broken and ground up in core barrel.
Core length; 0-2 11 Barrel filled wit fallout overnight.
Core ground up.
12
. a Core Leng t x ;
2-7"
.".verage 6".
~roken.
NOTES ON WAlER TABLE LEVELS, WATER "E-TURN, CHARACTER OF DRILLING, ETC.
Core length; Broken 4-30".
, Average.24".
No grinding.
NX Hoi.
Sill --------
Hole... _5_1_0
- Stt, Unit 4 Reactor.
12/10/73 Amendment 1.3
5 5., 0 SHEET __S~__ OF HOLE NO_..........
A". tl. Vogtle Nuclear Site tl 510 HOI' N. -----__
Stt.Unit 4 Reactor.
CLASSIFICATION AND PHYSICAL CONDITION.
175.0 SA~~D: Black, fine graine~layey, non-calcareou c t plastic, not co~pacted, cassiVE
- 160.0 ~
Li~ht gray, fine to oediill~ grained, slightly s~lty. non-calcareous, non-plastic.
165.0 Sa:D:
li~h;
~ray, fine
- 0 medLura gra:'::e.:~. J nassLva,
~lightly silt"
~o~-pla~tic, non-ecal.careous,
154.0 s~m: contact is grad-ation-:tl uith clay and silt zradinz to sand, color change froo Rray to green-Rray.
153.0 occasional
.5-1.~~
- "!.~d Brains and larger shell fragcents becoming oore nuoerous to 154.0.
~70.0~:
S~ack, slightly
- silty, slig~tly clayey, fine to nediurn grained, non-
__ calcareous, non-plastie,
~-.as ~ i "Ie, non-bedded.
SAMPL~
- o
~
_"I".
-fO a
~....o
_to
, 'I4=--
16;'"
0-----,-----
l7~--.
DATA IE tii* **
SAMPLE 0
160.0 7~
SS 1.4 100+
0 165.0
- 1. t. 4; ~!=
~"
3 21,2 0
170.0
!~l
- 1. (;
- ';. 1 C 3
2 3
i l~
51 18 17 *1. r, 185.0 130.0 no recovery
~;.l':" 0:1
~ :;:l~" 11~
C.:>re r ecove r y,
TO
- 185.0 ft.
No recovery in c;and.
Core r'2covery.
Core recovery.
NOTES ON WATER TABLE LEVELS. WATER RE-TURN, CHARACTER OF DRILLING, ETC.
Hoi.
SII' __~b'X Ils..::
0--_0 1
_0 0
It '--
0 18~
~ 180.0 SA~D: Clayey, fine 0
graine~light1y plastic.
~~ssive, non-calcarebus,
~.
black to 185.0.
0 r..
- _0 I...-----------+----'+-.......~~-......-+--+--..... 185- _
19&----------
I I
12/10/73 Amendment 13
BECHTEL SH££l-L-Of..s.-
- GEOLOGIC LOG Of DRILL HOLE HOLE NO.
513 PROJECT A.
W. Vogtle Nuclear Site ANGLE FROM HORIZ 90 BEARING _-
LOCATION N 1142 940 E.622 640 BEGUN 9-4-73 COMPLETED 9-17-73 OVERBURDEN 86 ft.
DEPTH DRILLED INTO ROCK 61.5 ft.
TOTAL DEPTH OF HOIl 178.0 ft.
ELEV. WATER TAILE NO. COlE IQXES 4
NO. SAMPLES TAKEN 1L CORE RECOVERY (%)
92%
FEET 56.25 ft. MODEL & MAKE Of DRILL _A..,;,c_ke.-..,;t' GROUND ELEV. 2~0'.21 ft.
HOLE LOGGED BY P. Yen DRILLEI Smiley -
LETCO NOTES SAMPLE DATA ON WATER TABLE z
z 0
0 0'"
)-
LEVfLS, WATER RE-t:
v II:
4
~
~'"
o~
z w
c TURN, CHARACTER OF a:
0 o
N
%0 4
~
0 o -
~
0 Vi
",III Q
U
'II DRILLING, ETC.
z 2
4 c
~
1 Hoi. Ne.
513 Unit 3 Reactor ClASSIFICATION AND PHYSICAL COND'TION Site 0-86.0 ft. OVERBURDEN:
sand and clay.
I SAMPLE 1 s..-:*..---..-*
210 10...:*..*--*-..
1';"':..-....-*--
200 2~...***-*..*..
25-*....*-......
190 30-:........-........
ft,*-....-
5 7/S" Backfilled to 30 with 5 bags of cement.
Three bags of
'cement; used to grout casing.
This hole was Hoi *.Siz. __------
Set 4" casing to 87'.
~
Drilled with 5 7/8":
. tr1cone bi t from surface to 87 ft. -=-
~ored 88.0-14a ft.
depth in marl usin~
I Longyear NX sampler:
Ibarrel.
I This hole used for ~
Menard Pressure
~feter Testing.
Location of test indicated by triarig~e sYmbol opposite footage marker.
water pressure tested with pneu-matic double packerA at 12 ft. spacing and at 10 ft. in-crements.
I 12/10/73 Amendment
~3
I SHEET 2
OF 5
PROJECT A. w. Vogtle Nuclear Site HOLE NO 513 NOTES SAMPLE DATA I
z ON WATER TABLE 5
8; III
~
=
CLASSIFICATION AND Ie 0
LEVELS,WATER RE-
~~
u
~
.,j PHYSICAL CONDITION.
~.,
- 0 z
~o 8 ~
t;i I
0 a
TURN, CHARACTER OF
~~
u
~
a
- ISAMPLd DRILLING, ETC.
e c
r c
Numbered rectangle.
indicate samples taken for soils testing.
Starred rec tangles:
180 4e-=
indicate samples -:
taken for general -
field data.
Solid rectangles -
indicate spoon samples.
45"":
I 170 50"':
55-160 60-=
65-=
150 70-=
IHo'e S 7/8" HOi. No 513 Size Site Unit 3 Reactor 12/10/73 Amendment 13
PROJECT A. w. Vogt1e Nuclear Site
. NOTES SAMPLE DATA 5
z ON WATER TABLE 5
III
~
5
~
8; It 0
=-'
u
~
LEVELS. WATER RE-
%0 Z
a
~
0 8 ~
tii
~
0 1M TURN, CHARACTER OF u
.J
",0
~ '"
1M Z
t-a*
c
~
DRILLING, ETC.
r c
SHEET_3__ 0F
- 5 HOLE NO--=5~1:.=.3 1
CLASSIFICATION AN D PHYSICAL CONDITION.
88.0 CLAY: Slightly silty, very soft, ground up by harde stones in the barrel. massive non-bedded to 91.0.
91.0
~UL~L: Coquina appears, some pieces 3/4" long, lying flat, in individual pieces.
~rl 'Ls moderately compacted, silty clay, massive,8lightly
-s t r eaked, limy but not shell bearing after 92.5, very slightly sandy.
98.0 62/50" recovery.
103.0 59.5/60" recoverx.
LIMESTONE: Nodules 2-4 'thick appearing at 94.5, 95.0, 97.8 99.0, 99.5, 103-104, 105.2, 108.1, 108.5, 112.0, 113.0, 114.2-117.5, '122.5-124.8.
100-102.0 ~L: Shows lenses of more limy clay within the usual silty clay.
Lenses 1/4 to 1/2" thick.
102.0 ~: Becomes silty and sandy. clay.
110.0 MARL: Becomes plastic, slightly silty clay.
86.'-147.5' CLAY (MARL): Med-ium gray,silty, very calcar-eous, very firm, weakly ce-mented,massive, has hard modera tely cemented *nodul e s.
Marl broken by hard finger pressure, nodules broken by hard hammer blow. Shell f~ag ments in some zones.
9 130 is onti 102 15 2 I 20 2
25 2
30 5
35 1
40 1
ss.Ie t
90 1.4 17-26 4~
18!18 140 8
122 110 25 30 35 40
- s. T st di cant 8
100 112 120 o
25 2
o 30 2
o 35 1
o 40 10 No 1 SSe T st di cont ooooo o
No 1 72 55 103.0 CORE LENGTH: Broke 2-5", average 3".
103.2, 104.1 core grinding, close to limestone.nodul es.
43/60" 108.0 CORE LENGTH: Broke and ground up 2-6" average 4".
108.8, 112. grind-ing core.
53/60" 113.0 CORE LENGTH: Broke 2-6", average 4".
CORE LENGTH: Broke 2-24", average 4".
98.2 core grindin.
59.5/60 Began coring.
CORE LENGTH: Broke 2-18", average 4".
93.5, 94.5 grindi core.
62/60" 98.0 88.0 CORE L~~GTH:
Broke 3-26", average 10" 88.2 grinding in 94.5 clay. 52/60" recovery.
~oss ?ro ably due LO sott'c at to of run. 93.
5 7/8" & til HOi' No --LS*...'...'\\----_
Sit.
Unit 3 Reos;toI 12/10/73 Amendment
~3
5 OF_~_.I 513 SHEET 4
HOLE NO 1
142.0-147.5 MARL: Becomes more clayey (slightly silty clay) plastic gray, easily scratched with fingernail.
compacted, generally fine grained.
142.0-143.0
~iARL': Contains sparsely scattered shell frag ments, 1/8-1/4" size.
CLASSIFICATION AND PHYSICAL CONDITION.
147.5 ~: Silty Bon-plastic sand, layer of shell at contact 1/4" thick, sand is dark green to black, non-calcareous, uncementad to moderately compacted, fine to medium grained 127.0 MARL: Becomes uniform, massive, gray, campacted, mechanically fractured in par by drilling action, silty cla Continues to. be generally uniform with the exception of limestone 2 11 thick at 135._0 and 141.8.
118.0-123.0 MARL: Becomes slightly silty clay.
plasti.c
- 123.0 LIMESTONE:~Moderately hard, calcareous, 11my to 127.0.
- o..
z..a...a 12 70 80 90 san inte DATA 8;
%0 t;~
a *c o
15 o
20 3
25 I
S 11 10 bo tom 0
140 152 130 142 o
25 5
o 30 5
o 35 1
o 40 1
No 1 55. T st di cont 120 132 100 o
25 o
30 o
35 1
o 40 1
No 1
- s. T st di cont o
10 92 73 I........
~o 8~
we r
CORE LENGTH: Broke 2-14", average 10" no apparent grind ing.
ro e Bottom part of run in sa was lost*.
52/60 148.0 128.0 CORE LENGTH: Broke 2-18", average 10" very slight grind ing.
Smal pod.
CORE LENGTH: Broke 2-24", average 10" no apparent grind ing.
CORE LE~GTH:
Broke 2-26", average lOll no apparent grind 58/60.
133.0 153.0.
138.0 No recovery ID sand.
NOTES ON WATER TABLE LEVELS,*WATER RE-TURN, CHARACTER OF DRILLING, ETC.
Grinding of clay
.and limestone.
44/60 118.0
. CORE L~~GTH:
Broke 2-4", average 3",
core loss in *sof t clay.
55/60 123.0 IHo'.
Sin NX Ho,. N.
_~5..1...3 Site Unit 3 Reac:tor 12/10/73 Amendment 13
5
- SHEET 5
OF 5
PROJECT A. w. Vogtle Nuclear Site HOLE NO 513 NOTES SAMPLE DATA 5
z ON WATER TABLE 8;
III
~
~
CL.ASSIFICATION AND Ie
~
0 LEVELS. WATER RE-
~.J u
~
PHYSICAL CONDITION.
.J IU ZO Z
II:
0 8 ~
t;~
2 II' Q
TURN, CHARACTER OF t;e u
III II' ISAMPLd DRILLING. ETC.
z 2
c c
r c
in sanet 0
-I" r*
No recovery
=-
_I" 158.0 158. (
158.0 ~: Light gray, fine
- SS 1.4 300 2
2 grained, silty, non-calcare-No recovery in sane[
OU8.
Spoon sample 0
60 r-60--:
- I' -_~
163.0 163. C 163.0 SAND:
Gray, silty,
.~
Saaii recovery in -
S5 1.4 200 1
3 "fine.Ot;-;edium grained, sand.
-I"
.non-ca l ca r eous.
Spoon sample 2
65~
163-168.0 SAND: Black, very I
silty, non-calcareous, fine
~
.'.~ grained, uncemented, uniform, 168.0 non-plastic, slight very I
-.I amount of clay.
Some recovery in -
l-I 168-173 As above ~: Black, sand.
50 70 -:::.
very silty, etc.
- - 15
~
.~
173-178 ~: As above.
~
173.0
~
I in :
Small recovery sand.
- l' 75-'
.~
I*.
- 178.0 TD = 178.0 ft.
40 80-I Hoi.
sii.
NX HOI' No 513 Unit 3 Reactor it 12/10/73 Amendment 13
LEICQ Smiley BEC.HTEL SHEET-l- 0#.i-GEOLOGIC Loe Of DRILL HOLE MOll NO.
518
'IOJECT A. w. Vogtle Nuclear Site ANGLE FIOM HOIIZ 90 lEMING __-
LOCATION N 1,142,950 E 623,800 BEGUN 8-8-73 COMPLETED 8-20-73 OVERIUIDEN
-77. 5 ft.
DEPTH DRILLED INTO lOCK 62.5 ft.
TOTAL DEPTH Of HOLE 175 ft.
ELEV. WAlEi TAiLE _-~~
NO. COlE BOXES 3
NO. SAMPLES TAKEN _2_3*
CORE IECOVEIY 1'1.)9 95%
FEET
- 59. 7 ft.
MODEL &MAKE OF DIILL __A_c_ke....r GROUND ELEV.
'20'~. 88 ft.
HOLE LOGGED IY P. Yen DlILLEI _
....-.~~___
NOTES SAMPLE DATA ON WATER TAiLE z
z as III
'0 Z
~
CLASSIFICATION AND LEVELS, WATEIIE-u Ie
~
~
PHYSICAL CONDITION
,.jill 0
0 Z i TURN, CHAIlACTEI OF
~8
-8 ~
%,.j
~
.~
~.
ti.
a DRILLING, ETC.
2 c
I SAMPLE 1 III C
II:
13 I
Drilled to 76 ft.
with 5 7/8" tri-s cone bit (no samples).
Cased (4") to 76ft:
Cored from 76.0
~
ft. with a Longyea(
sampling barrel.
No water loss re- :
ported.
Backfilled to 5 ft. with 5 bags :
of cement.
This hole tested with Menard press~~
testing apparatus.:
Location of test indicated by triangle symbol opposite footage -=
markers.
'Numbe r ed rec tangles:
indicate samples
~
taken for soils testing.
-=
Starred rec tangles indicate samples taken. for general
~
field data.
4 Solid rectangles
.~
indicate spoon samp14 s,
s-:......
200 10-:*
15--
190 20-:*
2,":*..
180 3~**....--
s 0-77.5 ft.*OVERBURDEN:
Sand and clay. _
. +
12
......... --.5.18 S..
Unit 1 Reactor 5 7/8" HoI. 51&.---------
12/10/73 Amendment 13
I SHEET 2
OF 5
PROJECT A. W. Vogtle Nuclear Site HOLE NO 518 NOTES SAMPLE DATA I
I~
~
z CLASSIFICATION ON WATER TABLE I:
III i:;.
AND a
0 LEVELS. WATER RE-u E
~
~.,
z PHYSICAL CONDITION.
fO 8 ~
ti~
I III Q
TURN, CHARACTER OF We u
~
III fSAMPLd DRILLING, ETC.
a *
- C III r
170 4a-=
45"':
160 50-=
~
l.
55-=
150 60-=
73.5'-74.0' Soil red brown.
65-77.5'-139.7' CLAY (~:ARL) :
Greenish-gray,silty,very cal-careous,very firm,weakly cemented, massive, has hard moderately cemented nodules, clay can be broken by hard 140 70-finger pressure, nodules by hard hammer blow.
Shell fragments in some zones.
Spoon sample j~
C\\
551. ~lO-4o 72 S 7/8" HOi. No 518 Hel.
Siz.
Sit. Unit 1 Reactor 12/10/73 Amendment 13
_I SHEET 3
OF 5
PROJECT A. \\1. Vogtle Nuclear Site HOLE NO 518 NOTES SAMPLE DATA I
~
z CLASSIFICATION AND ON WATER TABLE I:
II' 5
~
a.
0 LEVELS, WATER RE-u I PHYSICAL CONDITION.
8~
z
~
III ti~
I II' ca TURN, CHARACTER OF
~
~.
a
- DRILLING. ETC.
4
- 77.5
~~L: Very hard at con-3'4" recovery 99 tact, gray, slightly sandy silty clay.
Easily broken 79.0 by drilling action, varies 3' 3~'
130 8.0 froD compacted to 98 moderately cemented limy, 82.0 fine to medium grained.
3'1" 99 85.0 85 100 86.0 1 1/2 x l/2.inch chip 86'10" of carbonized wood.
98 120 91.0 I~
100 93.9 Blocked barrel and
- 95 96~tlnd.up core.
52 95 100.5 110 Li~estone nodules begin to appear causing difficult 100 drilling.
105.0 05 105*.4 ~:
~Iechanically 98 brok~n by dr~lling action 2" thick.
109.5 108.2 ~: Mechanically broken by drilling action 3" 100 10 thick.
95 112.5 111.0 Broken zone with lime-stone. Broken by drilling 98 action.
I Sil.S 7/8 and NX HOi. No 518 Ho" SU, Unit 1 Reactor 12/10/73 Amendment 13
4 HOLE NO-..5..1~8 CLASSIFICATION AND PHYSICAL CONDITION.
150-151.5 ~: Dark Rray, medium grained, no reaction with HCI, non-plastic.
139.7 ft.
Dark gray-black sand with clay, medium grained, non-calcareous, uni-form, non-bedded.
145.5-146.3 ~: Dark
~ray, medium grained, no reaction with HCl.
100 140.5 70 Small recovery.
in sand.
10 Ie 1 5.5 45 SSI.
76-
- lo 0
150.5 60 SSI.
No recovery in san 0
PROJECT A. w. Vogtle Nuclear. Site NOTES SAMPLE DATA I
ON WATE R TABLE
~
z Ie III II fi LEVELS, WATER RE-v I 0
8~
z III I
III 0
TURN, CHARACTER OF t'
- u III DRILLING, ETC.
c
- 83 90 2
100 124'6" 124-0 97 0
126.5 SAND: 2-4" thick.
2i
- 126'6" 0
clay zones on each side.
0 Slig 100 pack and 130.5 appr 1
g§~.
I 100
~3 135.5 Ho" SII'..NX HOi. "0 _5_1_8 SUI Unit 1 ReactOr 12/10/73 Amendment 13
5 5
SHEET OF HOLE 00--.;;5..1....8 CLASSIFICATION AND PHYSICAL CONDITION.
SAMPL~
- o
.J PROJECT A. W. Vogtle Nuclear Site NOTES SAMPL~
DATA I
ON WATER TABLE S~
~
z g;
III
~
C L£VELS, WATER RE-u E 111
%0 Z
~
II:
0 8!:!
t;~
2 III G
TURN, CHARACTER OF
~o u
.J W..
2 III DRILLING, ETC.
4 Ie r
c Small recovery in the sand.
Small recovery in the sand.
Small recovery in sand using core barrel.
Small recovery 1n
.and using core barrel.
165-175 ~: Dark gray, slightly silty, medium grained. non-calcareous, gen-erally slightly plastic to non-plastic.
Chiefly quartz sand and black clayey mater-ial.
155-165.0 SAND: Black to dark gray, slightly silty, non-plastic, non-calcareous, poor 1y cemented and difficult to recover in core barrel, fina to medium grained.
ole-i *
~--------------------------
-~-.-,.--.-.
60-,e.
I-
~
I.
65---".
_0
.1" I-40 3
S 50 2
_- 15 160.0 175.0 TD = 175.0 ft.
170.0 165.0 518 HOi. No -------
Unit 1 Reactor.
SUe HOi..
Siz *..._NX....
12/10/73 Amendment 13
JOB NUMBER BORING NUMBER
...P_-l....*__
DATE STARTED 5-15-79 DATE COMPLETED 5-16-i9
~... _ ~.1. ?O
. j I
~&H.T"ATION*.LOWS~... ~OOT o
S,O 'I 10 30.0 10 10 100 DII.C"I~TION TEST BORING RECORD REMARKS:
Bori n9 P-l was wash Haynes. Gi rdl er bored without sampling.
Strati-DRILLED BY _
fication and soil descriptions LOGGED BY CMR.
are approximate.
CHECKED BY WAL Coordinates:
N 108 + 70
'E 117 + 80 Co',
i02.'2 Tan Sandy Clay (el) 4.0 Gray. Green Silty Clay (Cl) and* Clay-'----
~
92.2 ey 5i1t (MH)
~
Pe~eabil;ty Test 1 (E-18) from 6.0 -
I
'1,1 to 11.0 feet - Packer Burst
~
Penneabi11ty Test 2 (E-18) from
-11.0 to 31.0 feet 82.2 Q)
"l
\\U 72.2
'1
~-...-
33.0 Cemented Sand (SP or SM) 4.
36.0 ~ - -------------
62.2 Black Silty Sand (SP or SM)
Penneability Test 3 (E-18) from
~
33.0 to 48.0 feet Itu 52.2 48.0 Boring Terminated I
[
I
[
[
[
(
[
[
[
~~
[
[
r[
f.
~
~
L
.~.:
PIINIITItATION-aLOWS PEIIt "OOT I
'0' S &0 SO.O
.0 ao
'00 JOB NUMBER P-1A BORING NUMBER DATESTARTEO 5-17-79 DATE COMPLETED :-17-79 j~3.-7429 o
TEST BORING RECORD Da.CIltI~TION 108 + 67 118 + 10 N
E DEPTM.
.LIIY
....T Coordinates:
REMARKS:
Bari ng P-1A was wash bored without sampling.
Soil DRILLED BY Haynes, Girdler description is approximate.
LOGGED BY
-'C...M....R CHECKED By_W_'A_L 102.6 Tan and Gray Green sand) Clay (CL)
~
Permeability Test (E-19 from 0 to 6\\-
6.0 feet.
t.,
6.0 92.6 o '
7
~
~
I I
I
[
Ii
[
[
r
[
[
[
[,
[
[
[
~
IZ,
~II.
r r*
~
5-17-79 paNIIT"ATION-.LOWS ~IU' ~OOT 10 'I 20 Jo.o 10 10
'00 o
DESCfllPTION TEST sqRiNG RECORD REMARKS: Boring P-2 wa$ wash bored without sampling.
Stra-DRILLED BY Haynes, Girdler tificat10n and soil descr-to-LOGGED BY CMR
~ions are approximate.
CHECKED By---'..I.....A.....L--
102.2 0.5 it Access Road' Fill r
Tan and Gray Green Silty Clay (CL) and Clayey Silt (HL) Per-
"'--r--
meability Test 1 (E-18) from.5.0
~
92.2 30.0 feet r.-
<D 82.2 "I
'.u 72.2 29.5 30.5 n Cemented Sand r
~
Black Silty Sand (SP or SM) Per-meability Test 2 (E-18). from 30.0 to 50.0 feet.
62.2 Qj,,
- tu 52.2 50.0 lr Boring Terminated
[
j
[
[
[
[
£ r
[
[
[
[
E C
n**
i
. ~
i r,
- oordinates:
N - 108 + 00 E - 118 + 75 JOB NUMBER
TEST BORING RECORD 107.8 PCNCTRATION-.LOWS ~IE" "OOT S
'0" 20 30.0
'0 10
, 00 JOB NUMBER BORING NUMBER
- ..P_-...
3..-...~
DATE STARTED
. 5-14-79 DATE COMPLETEO* 5-14-79 MB-7429 o
I au r
Tan Clayey Sand "(SC)
Penneabi 1; ty test 2 (E-18) from 17.*0
.to 37.0 feet 7.0 Ta~ and Gray Green Clayey Silt (MH) and Silty Clay (el)
Permeability Test 1 (E-18) from 7.0
- to 17.0 feet.
54.5 Boring Terminated 87.8 97.8 57'-8 77.8
- 67. 8. 39 5...------------------.
Black Silty Sand (SP'or S:"i)
~r Penneab11 ; ty Test 3 (E-18) from 40.5 to 54.5 feet 47.8 REMARKS:
Bori n9 P-3 was wesh bored without sampling..
.-Q R IL L E D BY Haynes, Girdler Stratification and soil aes-LOGGED BY C~1R criptions are approximate.
CHECKED BY WAL Coordinates:
N 106 + 39 E
118 + 62
[
j
[
[
[
(:
[
[
I**
[
[
[
f C
(1 E*
P&NaTItATION-eLOWS ~." P'OOT o
10" ao 30.0 10.0
'00 OR.CIlt'~T'ON TEST BORING RECORD 107.9 Tan Clayey Sand (SC)
~
Permeability Test (E-19) from 0.0 (J\\..
to 6.5 feet
" lij 6.5 97.9 Boring Terminated I
[
I
[
[
[
[
[
[
r o -
~
I ~.L
[
r:
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REMARKS:
Boring P-3A was wash bored \\'1i~hQut sampling.
DRILLED BY Haynes-Glrdler Stratification and soil des-LOGGED BY Cr~R cription are approximate.
CHECKED BY WAL Coordinates:
N 107 + 03 E
118 + 46 BORING NUMBER
......P_-__3...A__
DATE STARTED 5-17-79 DATE COMPLETED 5-17-79 JOB NUMBER
- 9-7429
REMARKS:
Bari n9 P-5 was wash bored without sampling.
DRILL.EO BY Havnesz Girdler BORING NUMBER "_P_-...S~__
Stratification and soil des-LOGGED BY Cr'lR DATE STARTED 5-17-79 criptions are approxtmate,
CHECKED BY
~~AL DATE COMPLETED 5-17-79 Coordinates:
N 109 + 10 JOB NUMBER MB-7429 "E
118 + 45
'00 paNKTRATION*.LOWS PER JlPOOT o
., 0
'S 20 10.0
.0 10 TEST BORING RECORD 96.3 1.2
~
Access Road Fill
.r Tan Cl ayey Sand (SC) - l\\11 uvi urn Permeability lest 1 (E-18) from 6.0 to 12.0 feet.
~~
~~
86.3
~
11.0
~~ ~
Gray Green Cla)ey Silt (MH) and I----....-
l
. Si 1ty Clay (CL Permeability Test 2 (E-18) from 12.0 to 27.0 feet.
~
76.3 au 25.8
~
26.8 ~
Cemented Sand
~
66.3 81 ack Si 1ty Sand (SP or S~1)
.......r--
Permeability Test 3 (E-18) from
~.
29.0 to 54.0 feet.
I 56.3
~
I ru 46.3 I
l' 54.0 Boring Terminated 36.3 I
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