WI0700012_Site Plans/Maps_20170929 (2)

N 89+00
BARGE SUP
CUT-OFF WALL
N 87+00
N 85+00
N 81+00
CONFINED SAND LAYER
WITHDRAWAL WELL
(TYPICAL)
ASPHALT
ROAD
SWW-3 SWW-4
2.5'
PIPERACK SPILL CONTAINMENT PAD
POTENTIOMETRIC SURFACE
ELEVATION IN CONFINED
SAND LAYER (FEET, MSL)
SCALE
100 200
1"=100'
PROJECTED POTENTIOMETRIC SURFACE MAP
OF CONFINED SAND LAYER DURING OPERATION
OF REMEDIAL ACTION SYSTEM
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
elf aqui#aine group
FILE NO.
88-089
APPROVED BY:
DATE: 7-18.90
FIGURE
4-3

N
fNV. 7.9'
n�1
I
BARGE SLIP
-- INV. 6.9'
T
N 88+00
36' CULVERT
INV. 6.6'
N 87+00
INV 6.5'
N 86+00
11
11
II
11
N 85+00
ELECTRIC
EQUIPMENT
"X2'TF-104
42' CULVERT
7 HOPE DISCHARGE PIPE AND
3' PVC AIR UNE CONDUIT TO
EACH WELL
ASPHALT
14
FUEL STORAGE
750 LF-2.5' THICK
SOIL-BENTONITE
BACKFILL CUT-OFF WALL
—r moo * o. ..n. . — . ..r.
®2
®x�
MWTF-2 MONITOR WELLS
INV. 5.5
-1-
PIPE RACK (REF)
N 84+00
OVERHEAD POWERLINE
P.P
CENTRIFUGE
BUILDING
TF-102
1111111rX 11.3'
TO SUMP 4--
MCC SPACE /
CONTROL
11.4'
X
N 83+00
N 82+00
N 81+00
-1-
8
11.2'
c0-1
CIW-1
It
P GRASS
ASPHALT f
11.2'
X
TF-101+
OFFICE &
CHANGE HOUSE
INV. 6 4'
2-30' CULVERTS
CWW-3
INV 6.5' —
INV. 6 0'
CONTROL
BUILDING
LIQUID FERTILIZER TANK
INV. 6.3'
30' CULVERT
DISCHARGE LINE WITH
GROUNDWATER TO POND
WATER RETURN SYSTEM
▪ PIPE RACK (REF)
TF-103
WIPE RACK (RE Fi
INV. 8.87'
MCC
BUILDING
SUMP
11.3'
SUMP
INV. 9.61'
S.P.A. PLANT
(REF)
TOP OF STEEL
— GRATEEL
INV.8.C'
T
MONOLITHIC CONC. TRENCH
PIPE RACK (REF)
CONCRETE WALI —+
CONCRETE TRENCH
WITH STEEL PLATE
COVER
0
co
W
SUMP
SULFURIC
ACID TANK
6' HOPE
PETRO
A.G. TANK
00
11 4
C.B.
T.O.G. 11.0'
\INV. 8.6'
INV. 10.0'
INV. 9.76'
30"AW
)243.X27. ARCH. CMP ,
-----
' / / / �/
/
/ / //
/�
S.P.A. PLANT
(REF)
PIPE RACK COLUMNS
(TYP.)
1,6. TF-110
VERIFY PIPE
LOCATION I -I H
IN EIELD—
CONCRETE SPILL
CONTAINMENT AREA
BELOW PIPE RACK
1000 GAL \
SEPTIC TANK
_1i SEPTIC I
I--
I I SUMP JI FIB I
1I I
II L--4------j
II
it
I )SUMP
II
II
PIPE RACK (REF.)
11.7
CIW-a
11 7'
CONCRETE
HEADWALL
SPA POND - --�
WATER RETURN rNIN
SUMP AND PUMP I I
CIW-4
III
5'►1
01I
all
oj1
all
NII
I I
II
ASPHALT ROAD j i j
MWTF-3
5
3A 38 3C
INV.6.8' CWW-5
/ NO. 4 EVAP. PRODUCT TANK
SUMP
30' PIPE
INV. 5 1'
4' PVC INJECTION
WELL HEADER PIPE
EL 5.0'
109'
X
0
D
MONITOR WELLS �1 O O
\9AC
18' CMP
INV. 6.10'
FLASH TANKS /_---_
11 MWTF-1 /� ---r
II // /
SUMP ..1........5.
/ /
/ % / INV. 5.63' C.B. /
/j / T.OG 115'
▪ j�/ INV 560'
// /
PIPE RACK (REF)
0
0
O
T
W
WEUS
OSPW0 CO
W CPPw
TEST WELLS
s VENN . +••.
INV. 8.9
TRENCH CONSISTING OF
PRECAST CONCRETE UNITS
PIPE RACK (REF)
TEMPORARY EARTH BERM
1111
CO-2
1 1 3'
CO-3
VERIFY OLD 18" CMP
NORTH OF C.B.
WAS REMOVED
IN FIELD
r
CWW-6
RETAINING WALL
SW-6
-- INV 8.6'
15' HOPE CULVERT
15' HOPE CULVERTSI--
1T F -105
B-3
40101114
CONC SLOPE
INV. 11.84' i INV. 11.95'
CIW-6
C.B. —
INV. 6.17'
T.O.G. 9.00
INJECTION WELL
WATER SUPPLY
AND WATER
LEVEL CONTROL
TANK
16` cMP
INV.5.96'
CATCH BASIN \
T O.G 8.T \
INV. 5.4'
x
\ 10.1'
8' AW2-71743
i
MONOLITHIC --
CONC. TRENCH
ELECTRICAL
SUBSTATION
SUMP
oi
01
GRAVEL ROADWAY
TF-107
CIW-7
FUEL OIL DAY401
TO SUMP 4— ---_
-f-
M.H.
SUMP
�l \
II
11
11
I I
I I
11
1!
EXIST. 8' AW2-71769
t
87'
1
4- TF-106
PIPE RACK (REF)
PIPE RACK (REF)
RACK
8' AW2-71769
M.H.
TOP 10.6'
NV. 6.50'
12" CMP
C.B.
T.O.G. 9.20'
TF-100
INV. 5.23'
TOP 12.0'
INV. 5.35'
BUILDING
N 86+00
N 84+00
N 82+00
00+631. 3
00+1£L 3
00+££ 1 3
00+5£L 3
CLEAN ACID FACILITIES SITE DRAINAGE AND UNDERGROUND
PIPING PLAN, DRAWING CE-00008, REV. 9.
SPA TANK FARM EXISTING AND PROPOSED TANK
SUPERPHOSPHORIC ACID AREA AND BLEND TANKS PLOT PLAN,
DRAWING DOG-080-007B, REV. B.
DAP BLEND AND 54%P205 TANK AREA GRADING, PAVING AND
UNDERGROUND PLAN, SHEET NO. 1, DRAWING DOG-071-040A,
REV. A.
DAP BLEND AND 54%P20, TANK AREA GRADING, PAVING AND
UNDERGROUND PLAN, SHEET NO. 2, DRAWING DOG-071-043.
1-12SO4 AND PETRO AG TANK AREA GRADING, DRAINAGE AND
PROCESS SEWAGE PLAN, SECTIONS AND DETAILS, DRAWING
DOG-071-044A, REV. A.
REFERENCE DRAWINGS AND KEY PLAN
75
150
40
80
SCALE
SWW
CWW
CO
LEGEND
CONFINED SAND LAYER WITHDRAWAL WELL
CROATAN FORMATION WITHDRAWAL WELL
CROATAN FORMATION INJECTION WELL
INJECTION WELL HEADER PIPE CLEAN -OUT
LAYOUT OF TANK FARM
REMEDIAL ACTION SYSTEM
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulfinc
P1
7/31/90
ISSUED FOR DEM REVIEW
REVISION
DATE
DESCRIPTION
APPR'D
BY
ENGINEERING JOB NO.:
AFE-N-763
DRAWING NO.:
4-1
DRAWN BY: KJS
FILE NO.
88-089
CHECKED BY:-F7i
APPROVED BY:
DATE: 7-9-90

N 89+00
N 88+00
N 87+00
N 86+00
N 85+00
N 82+00
N 81+00
N 80+00
BARGE SUP
ASPHALT
ROAD
2A 2B 2C
• B-2
Sowo 0 0 0 COW
\- cPw
■ T-27
003
FERT\-1
PIPERACK SPILL CONTAINMENT PAD
TF-108 TF-105
REFER TO FIGURE 2-2
FOR CROSS SECTIONS
TF-107 TF-106
SCALE
100 200
1"=100'
LEGEND
STANDARD PENETRATION TEST BORING
STANDARD PENETRATION TEST BORINGS
PREVIOUSLY DRILLED BY OTHERS
MONITOR WELL
TEST WELL FOR PUMPING TESTS
CASTLE HAYNE AQUIFER UTILITY WELL
TANK FARM SOIL BORING, MONITOR WELL,
AND TEST WELL LOCATION PLAN
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
elf aquitaine group
DRAWN BY: KJS
FILE NO.
88-089
CHECKED BY: 411
DATE : 7-18-90
FIGURE

20
2
10
LL
0
-10
-20
-30
-40
0 -50
W -60
a 20
10
LL
0
-10
-20
-30
-40
O • -50
W
-60
i.
zAMPAr
WEST
B-1
TF-104
MWTF-2
MONITOR WELL
COLLECTION ZONE
(TYPICAL)
SILTY FINE SAND
B-2
SURFICIAL SOILS
UPPER CONFINING UNIT
CONFINED SAND LAYER
LOWER CONFINING UNIT
MWTF-3
TF-108 TF-105 B-3
TF-107
011077
51�„ SILTY SAND
I�t�i��i
PTA"
SANDY 41145 /// CLAY TO
'I.'..i.,'/.'rp. ,,`. I _1.1 _ -__. .; I`_U; �.'i:[5'•.-, s,..y1r,- ..','.4i.'1�,-
ONVICAXXXXXXXS 414 Zak SlikittaRi 148k1
OCCASIONALLY.'
- - . CLAYEY TO S
tANMD cLtAN
N 3..
WTH SOME SHELL FRAGMENTS . .....r�..
i
S c ..
`G'�`:
����I._. ,1\ ail: \�._.\'I•_r.,`•_\._...�-..:,_rr....'=1=:\^_ter. r.�. vr_�.. ., - -....r.\--\....-. r_.��.,_,...�,.. rr..-,..., ,.,�... ..��..I-,.. �.�.-r..:.-.,.._�-.,..�.�.-. _. ......r __..-., _.., -._-'_
EAST
TF-106
SILTY FINE SAND
CROATAN FORMATION ''s z„'I
SHELL FRAGMENTS AND CLAYEY
--''-' TO SILTY FINE SAND =-%
YORKTOWN FORMATION
CALCAREOUS CLAYEY FINE SAND
TO SANDY CLAY
1 1 i 1 1 1 1 1
0 100 2q0 300 400 500 600 700 800
HORIZONTAL DISTANCE
WEST
TF-102
T-25
TF-103
SECTION A -A
B-10
E-10
TF-109
CLAYEYFIESAND ' ' ��i ���� eoM•' •'eB �� Y SILTY FINE SAND .. ...rr '"LEAN SANDY CLAY TO PLASTIC CLAY/ir
II�iND
UM TO FINESAND./�j,� ///Afilfr;v4
// - .. - ? � .• .
• MEDIUM TO FINE SAND � :: ' ::: : � ::::. • .. .
1
T Y Y ! NA Y -, SAN OSAN OCCAS O LL
YEY D D CLA \i\` -- `.,\,WITHSOM SF �NiAttitra*N**N‘V\NVN:*%c\NiXINsitx‘kk\k‘V..
E ELL RAGMENT
FEET
EAST
T-28
MEDIUM
1
1
20
10
0
-10
20
-30
-40
6 -50
W -60
0
HORIZONTAL DISTANCE
WEST
TF-101
Co
)�yth lr
100
200
B-16
TF-110
300
400
SECTION B-B
MWTF-1
Aar Areedrany
CLAYEY 3Ar.:- aci'1 .',•1 B' ,� SLIGHTLY ${LTY _ ..
///////T erLxxx
LEAN SANDY CLAY TO PLASTIC CLAY /►i
f.4‘4W1‘,VNX**4N L. :%\N kwvi% :%\\NA:**,.\\, ,X"\\\,\X
• 1.[ Y SAND
-�'1�` i-`i} _'°�`, r'_ dr- -a,�,, _ >_ •-r'F•���-i7"�,'' o �•✓.•. r.,,t�'!r
�.ij_` �Si-v_,, M/T' sb��:: ;?�: _ .;�rrf l�rij:p_ -" 'J `i ' i',,:•.;'Z%JC ;`�i::•;'rC. ..K,.:::r; :';:r,: �:5 =r..,
': •
,,•,('-
/.
� :'�?`.=�i 1l :��;.., �it� ?! :Iy,�\=.rr:= nr. rlr� _•
%�Cqui � � K 1 "CL''a/:' `Jt i 'r �P L'a: �' (-r'ri/�Z2.C'�::: ,1:,>:.-�w!':
_,u..� .r-.,-. !a>'_: vlaa.e�- "-- e':�I'._,.:c,.^,!?, 2.. _ t:v'_:- : <.ra;:..,r. �. :>r-�l:a_.r1i.....r,•. .?_rt.:.�f._?'rLl.:r -r. _•z%._._ ....
B-14
0
HORIZONTAL DISTANCE
100
AND TO SANDY CLAY".;
J ./. •/- / r- i• -I
500
YORKTOWN FORMATION
CALCAREOUS CLAYEY FINE SAND
TO SANDY CLAY
600
TF-100
J
700
FEET
MEDIUM TO FINE SAND
WITH CLAY LENSES
MEDIUM TO FINE SAND
MEDIUM TO FINE SAND
WITH CLAY LENSES
EAST
B-12
ii11111111111111111111.11kularj "gr
N.4\X\IN IWN\N§N N,NT ,ANNk
200
300
400
500
600
700
800
SECTION C-C
900
FEET
f 20
co
• 10
LL
0
-10
-20
-30
3C
-40
0 -50
NORTH
MWTF-3
TF-103
B-10
MWTF-1
ISOUTHI
T-23
-' �" _Z PLASTIC CLAY FINE SAND TO SILTY FINE SAND
�• eliNA.4111W
II �'• •. --•.•' .•' SILTY SAND :.• -::;•,.��.' �� .L'��/I' GLAYEYF{NE SANDTO SANDY•CLAY ' ' ����������ITt4
3A I1 / .. �� ��...►��r iL�L. MEt}IUM TO FINE SAND
S1LTY.SAND. • oceen�ova+ co-�edliiAYli
illiti� �� //� • MEDIUM •TO FINE SAND MNfT1i
• CLAY TO PLASTIC G �i.. CLAY LENSES
arr
i
3B �: :. •: MEDIUM TO FINE SAND • ::;
••C F N T Y Y•'•'•. tAYEY INE SA 0 O SAND CLA
•kV)IINtt I Y H _ • OCCAS ONALL WIT SOME SHELL FRAGMENTS'
1 ,
_( L
- - /\1 1, �,
J\I:
. - i. . .r._., ._._, _ ._ -/. -.r_. _. �_. ,-. :•1/,__. _._ ._. :: _. r. _ _,,. .-.�_\.. _ \I;'�IT C._\._\. � _\, 1. t. 11 __..,. .. I. ., \ _.. r,: \_ _..r / / _
J''
CFI�� OAT�N F� A ORMATION
SHELL FRAGMENTS AND CLAYEY =
TO SILTY FINE SAND '(i; ;l4,
if
YORKTOWN FORMATION
CALCAREOUS CLAYEY FINE SAND
TO SANDY CLAY
0
HORIZONTAL DISTANCE
NORTH
TF-104
• 20
10
0
-10
-20
-30
-40
FINE SAND TO
1
0
B-1
100
200
300
400
T-26
SECTION E-E
SURFICIAL SOILS
UPPER CONFINING UNIT
CONFINED SAND LAYER
LOWER CONFINING UNIT
TF-102
B-17
SILTY FINE SANDFE
` : • CLAYEY SAND TO• A�'7
any- Ar
MEDIUM TO FINE SAND
< MEDIUM TO FINE SA
WITH CLAY LENSES
_r
100
HORIZONTAL DISTANCE -
CROATAN FORMATION.
SHELL FRAGMENTS AND CLAYEY
•, TO SILTY FINE SAND
YORKTOWN FORMATION
CALCAREOUS CLAYEY FINE SAND
TO SANDY CLAY
200
B-16
500
FEET
SOUTH
TF-101
CLAYEY SAND t0 SANDY CLAY OCCAS
IONALLY. LLY.
WITH SO
ME SHELL F RAGMENTS
300
400
SECTION D-D
500
FEET
GENERALIZED STRATIGRAPHIC
CROSS SECTIONS
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
TexasguIf.
elf aquitaine group
DRAWN BY: KJS
CHECKED BY: -
DATE: 7-1) 8-90
FILE NO.
88-089
APPROVED Y:
, '
FIGURE
2-2

•
8
N
W
N 89+00
N 88+00
N 87+00
N 86+00
N 85+00
N 84+00
N 83+00
N 82+00
N 81+00
N 80+00
15;
8
N
W
8
N
r
W
BARGE UP
8
29.0
A � R
ASP LT
•
D
24.5' 111111111.— ME1211111 ,
;1� "NIA,
1 5.0i
)
001,
055 T"26
1,111
ti
• T-27
003 24.0'
8
M
W
8
MWTF-3 3A 38 3C
8
19.0' 11 .5
TF-108
TF-105 17.0
8
W
22.0'
18.0'Ah••• As, to% AmisoB-3 /1TF-107
STF-103
20.0'
SOW® OOOCOW
CPW
sPW
005
Aor
P14'ERACK SPI CONTAINM PAD
TF-102102
20.5'
• 007
T-25
23.0' —
24.0'
19.3'
TF-101
(106
r —
1 S.PA
PLANT
L • L�� L _ _l (REF)
-1 B-16
I 22.0' J
00,
S`.P.A
PLANT 10
(REF) I 0
O
0
1
TF-110
--J
•1
0_
1Q
■B-1
13.0'
NT C
MWTF-1
15.0'
22.5'
-109
E-10■14.0'
I 11_ I I
010A©
B-14
0 41)
1 B-15
20.0'
THICKNESS OF
CROATAN FORMATION
IN FEET
• T-20
19.0'
IN T-21
18.0'
cci
•
• T-22
19,0'
�TF-100
20.0'
8
c9
W
4'
25.0'
TF-106
I
7-
1
T-28
• 20.5'
002 /
004
8
8
W
�TT
• B-12
21.5'
0 100 200
SCALE 1 "=100'
LEGEND
STANDARD PENETRATION TEST BORING
• STANDARD PENETRATION TEST BORINGS
PREVIOUSLY DRILLED BY OTHERS
• MONITOR WELL
O TEST WELL FOR PUMPING TESTS
ISOPACH MAP OF CROATAN FORMATION
Ardaman & Associates, Inc.
., Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulf inc.
eif aquitaine group
KJS CHECKED BY:
DRAWN BY:
DATE: 7.18-90
FIGURE
2-3
FILE NO. APPROVED, BY:
88-089

8
N.N
w
N 89+00
N 88+00
N 87+00
N 86+00
N 85+00
N 84+00
N 83+00
N 82+00
N 81+00
N 80+00
■ FB-1
0.0'
8
co
N
T
w
TF-104
IS 4.0'
0.0'
TF-101
OFFICE
8
0)
N
w
BARGE SUP
/1/
■
T-25
0.0'
• T-20
5.5'
8
c)
T
w
ASPHALT
ROAD
• T-27
5.0'
003
VT-110
8
T
w
8
fr)
T
w
•B-10 017 I 01
MWTF-
0.0B-14
NOP
■ T-21
10.0'
B-15
5.0'
8
2
w
TF-1091
-0))
■ T-22
9.0'
8
cAi
w
TF-107
TF-100
5.0'
8
co
T
w
19TF-106
_
8
f'C)
w
• B-12
0.0'
0
SCALE
100
LEGEND
200
1"=100'
19 STANDARD PENETRATION TEST BORING
■ STANDARD PENETRATION TEST BORINGS
PREVIOUSLY DRILLED BY OTHERS
• MONITOR WELL
O TEST WELL FOR PUMPING TESTS
ISOPACH MAP OF CONFINED SAND LAYER
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulfnc.
elf aquitaine group
DRAWN BY: KJS I CHECKED BY:11
DATE: 7-18-90
FILE NO.
88-089
PPROVED B :
FIGURE
2-4