WI0700012_Site Plans/Maps_20170929

N 89+00
N 88+00
N 87+00
N 86+00
N 85+00
N 79+00
N 78+00
N 77+00
f,
Z
8
W
8
co
W
OFFICE
8
BARGE SUP
8
W
ASPHALT
ROAD
8
W
8
cm
W
cwW-2_- • )CWW--3 __ CWW-a • CWW-5
,C�
PIPERACK SPILL CONTAINMENT PAD
8
W
8
A
CROATAN FORMATION
WITHDRAWAL WELL
(TYPICAL)
CWW-6 CWW-7
8
W
1
T
8
W
CROATAN FORMATION
INJECTION WELL
(TYPICAL)
E
2:
0
0
CO
W
POTENTIOMETRIC SURFACE
ELEVATION IN CROATAN FORMATION
(FEET, MSL)
0
SCALE
100
200
1"=100'
��PROJECTED OTENTIOMETRIC SURFACE MAP
OF CROATAN FORMATION DURING OPERATION
OF REMEDIAL ACTION SYSTEM
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulfinc
elf aquitaine group
DRAWN BY: KJS
FILE NO.
88-089
CHECKED BY:j
APPROVED VED BY:
(
DATE: 7-18-90
FIGURE
4-5

FERT-1
AFERT-3
MONITOR WELLS
3A 3B 3C
MWTF-3 0 0 0
0
65
130
APPROXIMATE SCALE 1 "=65'±
FLIGHT DATE 06/02/90
LEGEND
STANDARD PENETRATION TEST BORING COMPLETED FOR
TANK FARM REMEDIAL ACTION PLAN
EXISTING GROUNDWATER MONITOR WELLS
0 EXISTING SURFICAL DEPOSITS AND CROATAN FORMATION
TEST WELLS
A EXISTING CASTLE HAYNE AQUIFER UTILITY WELL
DRAWING
NO.
LIST OF DRAWINGS
TITLE
1 TANK FARM AERIAL PHOTOGRAPH AND BORING, MONITOR WELL AND TEST WELL
LOCATION PLAN
2 LAYOUT OF TANK FARM REMEDIAL ACTION SYSTEM
3 SITE PLAN FOR SOIL-BENTONITE CUT-OFF WALL AND CONFINED SAND AND
CROATAN FORMATION WITHDRAWAL WELL SYSTEM
4 SITE PLAN FOR SOIL-BENTONITE CUT-OFF WALL AND CONFINED SAND AND
CROATAN FORMATION WITHDRAWAL WELL SYSTEM
5 PROFILE ALONG SOIL-BENTONITE CUT-OFF WALL AND TYPICAL SECTIONS AND
DETAILS
6 TYPICAL DETAILS FOR CONFINED SAND AND CROATAN FORMATION WITHDRAWAL
WELL SYSTEMS
7 TYPICAL CROSS SECTION AND DETAILS FOR CONFINED SAND AND CROATAN
FORMATION WITHDRAWAL WELL SYSTEM
8 TYPICAL CROSS SECTIONS AND DETAILS FOR CROATAN FORMATION INJECTION
WELL SYSTEM
9 f SOIL BORINGS ALONG SOIL-BENTONITE CUT-OFF WALL AND CONFINED SAND AND
CROATAN FORMATION WITHDRAWAL WELL SYSTEM ALIGNMENT
10 SOIL BORINGS ALONG SOIL-BENTONITE CUT-OFF WALL AND CONFINED SAND AND
CROATAN FORMATION WITHDRAWAL WELL SYSTEM ALIGNMENT
11 SOIL BORINGS ALONG CROATION FORMATION INJECTION WELL SYSTEM
ALIGNMENT
TANK FARM AERIAL PHOTOGRAPH
AND BORING, MONITOR WELL AND
TEST WELL LOCATION PLAN
isidlli Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
Ardaman & Associates, Inc.
TANK FARM REMEDIAL ACTION PLAN
Texasgulf ,c.
1 10 17 90
Al 7'31 /90
ISSUED FOR BIDS
ISSUED FOR DEM REVIEW
elf aquitaine group
DESCRIPTION
APPR'D
BY
ENGINEERING JOB NO.:
AFE-N-763
DRAWING NO.:
1
DRAWN BY:
FILE NO:
88-089
KJS CHECKED BY:
APPROVED BY: .
DATE: 7-9-90

0
N 88+00
36' CULVERT
INV. 6.6'
N 87+00
SPZ-1 4INV. 6.51-1 /
CPZ-1 ) //
III
III
Di
N
N 86+00
PIPE RACK (REF)
N 85+00
N 84+00
N 83+00
N 82+00
N 81+00
NORTH
40
SCALE
INV. 4.0'
W
3
d1N
n�� INV. 7.9'
I
w
-1
-1-
11.8' 11.2'
80
1 "=40'
0
Cs
04
>c-
W
L18•ACP
@1 27%
INV. 6.9'
INV. 6 5'
ELECTRIC
EQUIPMENT
P.P
r
112�TF-104
X
Y
42' CULVERT
TF-102
,X113'
ASPHALT
MCC SPACE,
CONTROL
BARGE SLIP
FUEL STORAGE
2' HDPE DISCHARGE PIPE AND
2' HDPE AIR LINE TO
EACH WELL
ASPHALT ROAD
MWTF-2
MINA r MOW -_• w^F
INV. 5.5'
3CPZ-2
FIELD LOCATE
CUT-OFF WALL
75' FROM BARGE
SLIP
-i-
MONITOR WETLS
TANK FARM
WELL
S.P.A. PLANT
(REF)
INV. 4.83'
36' ACP
@0.81%-iy
TOP OF STEEL
GRATE EL 11 7'
X 11 2'
F-101
VERIFY
EL OF18'AND 38'
PIPES AT CROSSING
IN FIELD
CONCRETE TRENCH
WITH STEEL PLATE
COVER
INV. 8.5
SULFURIC -
ACID TANK
6' HOPE --1=
PETRO
A.G. TANK
T
750 LF-2.5' THICK
SOIL-BENTONITE
BACKFILL CUT-OFF WALL
1
PIPE RACK (REF)
-{ +
0
0
+
N
w
LEGEND
O
+
rn
N_
w
swW
cww
CIW
co
CONFINED SAND LAYER WITHDRAWAL WELL
CROATAN FORMATION WITHDRAWAL WELL
CROATAN FORMATION INJECTION WELL
INJECTION WELL HEADER PIPE CLEAN -OUT
SOIL BORING
PIEZOMETER
1-
- INV. 6.0'
'- 2-30' CULVERTS
MCC
BUILDING
SPZ-9
CPZ-3
S.P.A. PLANT
(REF)
PIPE RACK COLUMNS
(TYP.)
C.B.
T.O.G. 11.0'
INV. 8.8'
PIPE RACK (REF.)
INJECTION WELL
WATER SUPPLY
AND WATER
LEVEL CONTROL
TANK
2-43"X27"
INV. 5 87/
CONCRETE
HEADWALL
CMP ARCH---1
11-37-0
PLANT
(REF)
PIPE RACK (REF)
0
O
+
0
c)
w
INV. 6.3'
30' CULVERT
CONTROL VALVES AND
FLOW TOTALIZERS FOR
GROUNDWATER
DISCHARGE AND
AIR LINES
PIPE RACK (REF)
I )SUMP
II
SPA POND -
WATER RETURN ,I
CONCRETE SPILL
CONTAINMENT AREA
BELOW PIPE RACK
30' PIPE
ABANDONED
SEPTIC
FIELD
4" HDPE INJECTION
WELL HEADER PIPE
Ct EL 5.0'
INV. 6.9'
ASPHALT ROAD
MONITOR WEU.S
INV. 6.8' SWW-5
I `610'
IIFLASH TANKS - - - -
MWTF-1 /
IISUMP
INV. 5/25'
j/INV. 5.63'-I C.B. /
Tor1115'
IN" 560
+
0
0
+
M
w
VERIFY OLD 18" CMP
NORTH OF C.B.
WAS REMOVED
IN FIELD
TO SUMP 4-------
CONCRETE CONTAINMENT AREA;;:
18•CMP
INV. 5.96'
CATCH BASIN
T.O.G. 6.7'
INV. 5.4' -�
8' AW2-71743
M
-'10.7'ATCO-3
N 16.3' AT WELL CIW-7
x
0. 1'
t
RETAINING WALL
INV. 8.6'
-0-15' HOPE CULVERT
A
FUEL OIL DAY TAN
011
EXISTING GROUND
SURFACE
= fi
EXIST. 8' AW2-71769
4" HDPE INJECTION
WELL HEADER PIPE
2-43"x27" CMP ARCHES
INV. 5.6' AT CO-3
INV. 5.4' AT WELL CIW-7
6" MIN. CLEARANCE BETWEEN
CMP AND HDPE HEADER PIPE
SECTION A -A
SCALE: 1 /4'= l'-0'
15' HDPE CULVERT-}-
- CONC SLOPE
II
I
I I
II
II
II
I I
I I
I I
CC..B. INV. 7 3'
5II
all
GRAVEL ROADWAY
('i"§PZ-8
S
TF-107
PIPE RACK (REF)
PIPE RACK (REF)
TF-100
12.7' X
Z-10
WASH
RACK
8' AW2-71769
M.H.
TOP 10.6'
INV. 7 7'
12" CMP
C.B.
INV. 6.75'
T.O.G. 9.20'
+
M.H.
TOP 12 0'
INV 5 35'
+
2-43')¢7' CMP ARCH
M.H.
TOP 11.5'
INV. 5.23' +
+
TF-106
J
U)
2
w
w
LL
ELEVATION
12
8
4
0
N 88+00
N 86+00
N 84+00
N 82+00
00+L£L 3
00+££L 3
CLEAN ACID FACILITIES SITE DRAINAGE AND UNDERGROUND
PIPING PLAN, DRAWING CE-00008, REV. 9.
SPA TANK FARM EXISTING AND PROPOSED TANK
LOCATIONS,DRAWING DOG-071-047, REV. 2.
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%P205 TANK AREA GRADING, PAVING AND
UNDERGROUND PLAN, SHEET NO. 2, DRAWING DOG-071-043.
H2SO4 AND PETRO AG TANK AREA GRADING, DRAINAGE AND
PROCESS SEWAGE PLAN, SECTIONS AND DETAILS, DRAWING
DOG-071-044A, REV. A.
PLUMBING - AREA 60, SANITARY SEWER - PHASE II, PLAN &
PROFILE, DRAWING DPL-060-002
REFERENCE DRAWINGS AND KEY PLAN
0
75
150
SCALE- 1"=150' ±
co-1
18" A.C.P.
@ 1.27%
N 8' SOUTH OF
HEADER PIPE
8
c0+
N_
w
CONCRETE TRENCH
I N V.8.0'
FIELD VERIFY EL OF
18" AND 36" PIPES AT
CROSSING
E 128+48.75
36" A.C.P.
INV. 4.5'
+
N
w
M
U
E 128+73.5
18" A.C.P.
INV. 6.5'
E 129+45
6" C.LP.
INV. 7.7'
FIELD CHECK
FOR PIPE AT
E 129+62±
E 128+95
4" C.I.P.
INV. 4.0'
4" HDPE INJECTION
WELL HEADER PIPE
INV. 4.8'
LTJ
(- E 130+68
30" PIPE
INV. 5.2'
I � I 8
8
8
pp+�
w
8
+
w
PROFILE ALONG INJECTION WELL HEADER PIPE
FROM CIW-1 TO CIW-4
HORIZONTAL SCALE: 1'=40'
VERTICAL SCALE: 1'=4'
To-
4
4/16/96
REVISE TANK 006, 007. 008, 009, 013, 015. 017. 019, 021, 023
AND 028 LOCATIONS AND ADD CONTAINMENT AREA
141
3
8/6/91
ADD AS -BUILT WITHDRAWAL WELL AND
PIEZOMETER LOCATIONS
2
6/18/91
ADD SECTION A- A, PROFILE, AND PIPELINES
RELOCATE SUPPLY TANK, AND ADJUST
HEADER PIPE ALIGNMENT
1
4/15/91
ISSUED FOR CONSTRUCTION, REVISE CUT-OFF WALL
ALIGNMENT AND WITHDRAWAL WELL LOCATIONS, ADD
EXISTING SEWER UNE AND REFERENCE DRAWING 7
0
10/17/90
ISSUED FOR BIDS
LAYOUT OF TANK FARM
REMEDIAL ACTION SYSTEM
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
PCS
PhosphatecV AURORA DIVISION
P1
7/31/90
ISSUED FOR DEM REVIEW
REVISION
DATE
DESCRIPTION
APPR'D
BY
ENGINEERING JOB NO.:
AFE-N-763
DRAWING NO.:
2
DRAWN BY: KJS
CHECKED BY: ( 1 DATE: 7-9-90
FILE NO.
88-089
APPROVED BY:

F. 0
w
w
LL
10
20
30
40
50
60
H
a
W
al 70
5/12/90
0
SCALE
TH-101
DRILLED 5/12/90
40'
80
1 "=40'
25
-200=98
LL=102
PI=75
NM=88
-200=95
LL=119
PI=87
NM=34
-200=35
COMPLETE -
CIRCULATION
LOSS AT 39'
NM=24
-200=8
18
10
10
CrFm
YFm
BROWN SLIGHTLY SILTY FINE SAND WITH TRACE SHELL
FRAGMENTS (SP-SM)
BROWN SUGHTLY SILTY FINE SAND WITH TRACE SHELL
FRAGMENTS AND THIN LAYERS OF CLAYEY FINE SAND
(SP-SM)
GRAY SLIGHTLY CLAYEY TO CLAYEY SAND WITH
ROOTS (SC)
DARK BROWN CLAY WITH LAYERS OF FINE SAND (CH)
DARK BROWN CLAY (CH)
GREENISH -GRAY CLAY WITH SHELL FRAGMENTS (CH)
GRAY CLAYEY SAND AND SHELL FRAGMENTS (SC AND
SHELL)
GRAY FINE SAND AND SHELL FRAGMENTS (SP AND
SHELL)
GRAY SLIGHTLY CLAYEY SAND AND SHELL
FRAGMENTS WITH THIN LAYERS OF CEMENTED SAND
AND SHELL FRAGMENTS (SC AND SHELL)
GREENISH -GRAY CLAYEY FINE SAND WITH TRACE
SHELL FRAGMENTS (SC)
GREENISH -GRAY CLAYEY FINE SAND (SC)
O
0
CO
N
w
S.P.A. PLANT
(REF)
MCC SPACE /
CON1HUL
0
0
+
m
N
w
C.B.
I T.O.G. 11.0'
rIMV.
QQ SS
SUTAIRC
ACID TANK
6=HOPE �=
PETRO
A.G. TANK
TF-110
DRILLED 6/14/90
0
0
O
r-
T
w
S.P.A. PLANT
(REF)
PIPE RACK COLUMNS 7
(TYP.)
\' TF-110
VERIFY PIPE
LOCATION
0
0
T
w
1000 GAL.
SEPTIC TANK
SEPTIC
TSUMP JI FIELD
1
II
11
I
1 I SUMP
II
NO. 4 EVAP. PRODUCT TANK
PIPE RACK (REF) -►
X
11.7'
SPA POND -�
WATER RETURN
SUMP AND PUMP
SUMP i
30' PIPE
INV. 5.1'
/2-43'X27' ARCH. CMP-7
MN. 5.5
CX5NCRETE
ROTARY WASH
2
DARK BROWN CLAY WITH THIN LENSES OF GRAY FINE
SAND AND WITH TRACE SHELL FRAGMENTS (CH)
GREENISH -GRAY CLAY WITH TRACE SHELL
FRAGMENTS (CH)
10.9'
x
FLASH TANKS FOR
WENS
I�
II
I
AIM � os
- INV. 5.63'
�'IPE RACK (REF)
TEMPORARY EARTH BERM
C.B.
T.O.G. 11.5'
INV. 5.60'
r- r� _a -s SM. _r=
11.3'
C.B.
INV. 6.17'
T.O.G. 9.00'
VERIFY OLD 18• CMP
NORTH OF C.B.
WAS REMOVED
NM=22
-200=13
NM=24
-200=59
NM=23
-200=20
NM=31
MWTF-1
DRILLED 10/25/88
A B
N
CATCH BASIN
T.O.G. 8.7'
INV. 5.4'
0
0
w
ELECTRICAL
SUBSTATION
::-
C
FUEL OIL DAY TAN
10.
J
E 143+00
•
• PIPE RACK (REF)
12.r X
---TF-10o
WASH
RACK
8• AW2.71789
M.H.
TOP 10.6'
INV. 7.T
I \ lIx
0.3
I
II
I I
INV. 6.50'
I-t2• CMP
C.B.
NV. 6.75'
T.O.0. 5.90'
-200=47
NM=29 -_
-200=30
NM=55
-200=89
12
22
9
10
14
NM-34
-200=25
NM-28
-200=12
NM=25
-200=16
COMPLETE
CIRCULATION
LOSS AT 42'
NM=9 -
-200=7
NM-22
-200=43
1
a O6 o 69
..
NOTE: FOR LEGEND AND GENERAL
NOTES SEE DRAWING 10
CrFm
YFm1
SAMPUNG
DATE
04/17/90
pH=8.6
TDS=252mgfl
SO4=44mg/1
CI=8mg/I
F=7.8mg/1
P-4.5m9fl
TOC=12mg/I
SAMPUNG
DATE
17/90
pH=5.2
TDS=524mg/I
SO4=28mgfl
CI=199mg/1
F-0.30mg/1
P=0.45mg/1
TOC=4mg/1
SAMPUNG
DATE
04/17/90
pH=8.8
TDS=560mgn
504=77mgfl
CI=55mg/I
F=0.80mgfl
P=0.30mgfl
TOC-4mg/I
LIGHT BROWN FINE SAND (SP)
LIGHT GRAY FINE SAND WITH SMALL BALLS OF CLAYEY
FINE SAND (SP)
DARK BROWN CLAYEY FINE SAND WITH ROOTS (SC)
GRAY AND YELLOWISH -BROWN SANDY CLAY (CU
DAFT( BROWN PLASTIC CLAY (CH)
BROWN SILTY FINE SAND (SM)
BROWN CLAYEY FINE SAND WITH SEAMS OF FINE
SAND (SC)
DARK GRAY CLAYEY SAND WITH SEAMS OF FINE SAND
(SC)
GREENISH -GRAY CLAY WITH SHELL FRAGMENTS (CH)
GREENISH -GRAY CLAYEY FINE SAND WITH SHELL
FRAGMENTS (SC)
GREENISH -GRAY SLIGHTLY CLAYEY FINE SAND AND
SHELL FRAGMENTS (SC AND SHELL)
GREENISH -GRAY SILTY FINE SAND WITH TRACES OF
CLAYEY SAND AND SHELL FRAGMENTS (SM)
GRAY SUGHTLY SILTY MEDIUM TO FINE SAND WITH
SOME SHELL FRAGMENTS AND THIN LAYERS OF
CEMENTED SAND (SP-SM)
GREENISH -GRAY CLAYEY FINE SAND (SC)
GREENISH -GRAY CLAYEY FINE SAND WITH THIN
LAYERS OF SANDY CLAY (SC)
GREENISH -GRAY CLAYEY FINE SAND (SC)
N1
Ij�
11
NI
N1
11
NI
x
12.r
M.M.
TOP 12.0'
INV. 5.35'
2-47'1(27' AR
M.M.
TOP 11.5'
INV. 5,SY
N 84+00
N 83+00
N 82+00
5/11/90
NM=36
-200=28
NM=21
-200=5
NM=22
-200=6
NM-84
-200=87
LL=112
PI=82
NM-31
-200=14
COMPLETE
CIRCULATION
LOSS AT 39.5'
NM=19
-200=6
NM=17
-200=9
NM=28
-200=20
TH-100
DRILLED 5/11/88
6
29
41
15
31
10
16
27
59
10
CrFm
YFm
BROWN FINE SAND (SP)
GRAY FINE SAND WITH THIN LAYERS (1'-2) OF GRAY
CLAYEY FINE SAND WITH TRACES OF SHELL
FRAGMENTS (SP)
BROWN SILTY FINE SAND (SM)
GRAY TO BROWN SLIGHTLY SILTY FINE SAND WITH
SOME THIN CLAYEY SAND LAYERS (SP-SM)
GRAY SUGHTLY SILTY MEDIUM TO FINE SAND (SP-SM)
DARK GRAY SANDY CLAY WITH TRACE SHELL
FRAGMENTS (CH)
GREENISH -GRAY CLAY WITH TRACE SHELL
FRAGMENTS (CH)
SHELL FRAGMENTS AND GRAY SLIGHTLY CLAYEY FINE
SAND (SHELL AND SC)
GRAY SUGHTLY SILTY FINE SAND WrrH TRACE SHELL
FRAGMENTS (SP-SM)
GRAY SUGHTLY SILTY FINE SAND WITH TRACE SHELL
FRAGMENTS AND SOME THIN LAYERS OF CLAYEY
SAND (SP-SM)
GRAY CLAYEY FINE SAND WITH TRACE SHELL
FRAGMENTS (SC)
GREENISH -GRAY CLAYEY FINE SAND (SC)
lo0
20
30
40
50
60
W
LL
a
w
70 0
SOIL BORINGS ALONG
CROATAN FORMATION
INJECTION WELL SYSTEM ALIGNMENT
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulf inc.
0
10/17/90
ISSUED FOR BIDS
elf aquitaine group
P1
7/31/90
ISSUED FOR DEM REVIEW
REVISION
DATE
DESCRIPTION
APPR'D
BY
ENGINEERING JOB NO.:
AFE-N-763
DRAWING NO.:
11
DRAWN BY: KJS
FILE NO. APPRO
88-089
CHECKED BY:iA
ED BY:
DATE: 7-9-90

APPROXIMATE DEPTH
25
30
35
40
45
50
DEPTH VARIES
(SEE SOIL BORINGS)
2'
THICKNESS VARIES
(SEE SOIL BORINGS)
1'
1' MIN
1
in
0
\w9WJ,C\\y.
0:
on;
°°1
NEAT CEMENT GROUT (6 GALLONS OF WATER PER 94 Ib.
SACK OF CEMENT WITH 4 TO 4.5 Ib. OF BENTONITE)
4' DIA. PVC GLUE -JOINT PVC WELL CASING
12' DIA. BOREHOLE
2' THICK TAMPED BENTONITE SEAL
TOP OF CROATAN FORMATION
i•
• e•
1' THICK 20/30 SILICA SAND
STAINLESS STEEL CENTRALIZER
SILICA GRAVEL FILTER
4' DIA. PVC SLOTTED WELL SCREEN WfTH
0.040" WIDE SLOTS
2' LONG - 4' DIA. PVC TAILPIPE
TOP OF YORKTOWN FORMATION
\
4' DIA. PVC SOCKET -TYPE END CAP
DETAIL F - INJECTION WELL
NOT TO SCALE
GRADE TO MATCH EXISTING
GROUND SURFACE ELEVATION
COMPACTED
GRANULAR BACKFILL
2±
4' DIA. PVC —
SOCKET -TYPE
45' BENDS
4' DIA. PVC HEADER
PIPE EL 5.0'
BROOKS PRODUCTS, INC. 8-3/4' DIA.
eeNeRETE-TrAFFIC -EO'F :u'TL CADT
IRON COVER
4' DIA. PVC THREADED
CLEAN -OUT PLUG
4k4k6' THICK CONCRETE PAD
4' DIA. PVC CLEAN -OUT ADAPTER
TOP EL 10.5' MIN.
SAND TAIUNGS FILL BETWEEN
PIPE AND TRAFFIC BOX
4' DIA. PVC PIPE
COMPACTED SAND
TAILINGS BACKFILL
DETAIL H - INJECTION WELL HEADER PIPE CLEAN -OUT
SCALE: 1/2' = 1'-0'
4" DIA. PVC THREADED
CLEAN -OUT PLUG
4' DIA. PVC
CLEAN -OUT ADAPTER
TOP EL. 10.5' MIN.
EXCAVATE MINIMUM TRENCH
WIDTH REQUIRED FOR PIPE
INSTALLATION
COMPACTED SAND
TAILINGS BACKFILL
4' DIA. PVC
SOCKET -TYPE TEE
BROOKS PRODUCTS, INC. 8-3/4' DIA.
CONCRETE TRAFFIC BOX WITH CAST
IRON COVER
4k4k6' THICK CONCRETE PAD
GRADE TO MATCH EXISTING GROUND
18 \ SURFACE ELEVATION
1
SAND TAIUNGS FILL BETWEEN PIPE
AND TRAFFIC BOX
COMPACTED GRANULAR BACKFILL
4' DIA. PVC RISER PIPE
4' DIA. PVC SOCKET -TYPE TEE
ON HEADER PIPE c. EL 5.0'
4' DIA. PVC PIPE
NEAT CEMENT GROUT
4' DIA. PVC GLUE -JOINT
PVC WELL CASING
DETAIL G - INJECTION WELL TO HEADER PIPE
AND RISER PIPE CONNECTION
GRADE TO MATCH EXISTING
GROUND SURFACE ELEVATION
4' DIA. PVC HEADER PIPE
Q. EL. 5.0'
SCALE: 1/2' = 1'-0'
REPLACE ASPHALT PAVEMENT ALONG
PORTIONS OF TRENCH IN PAVED AREAS
(SEE ASPHALT PAVEMENT DETAIL)
EXCAVATE MINIMUM TRENCH
WIDTH REQUIRED FOR PIPE
INSTALLATION
COMPACTED SAND TAILINGS BACKFILL
DETAIL I - TYPICAL TRENCH BACKFILL
SCALE: 1/2' = 1'-0°
12' DIA. BOREHOLE
4' DIA. PVC
SOCKET -TYPE
TEE ON WELL
CASING
4' DIA. PVC PIPE
18' MIN.
SECTION B - B
SCALE: 1' = 1'-0'
WATER RESISTANT LID
2" FRESH WATER A, METER BOX
SUPPLY LINE
2' GATE VALVE
2' TOTALIZING METER
2' FLOAT VALVE
4' DIA. PVC HEADER PIPE TO
INJECTION WELLS EL. 5.0'
4' DIA. PVC
HEADER PIPE
EL. 5.0'
4' DIA. PVC
SOCKET -TYPE TEE
PITLESS ADAPTER
2' GALVANIZED DROP PIPE TO BE
ADJUSTABLE TO SET WATER LEVEL
IN TANK FROM EL. 5.0' TO 15.0' MSL
(INITIAL WATER LEVEL TO BE SET
AT EL. 10.0' MSL)
EXISTING GROUND f;URFACE EL. 12.0'±
FLOAT
18' DIA. STEEL PIPE
BOTTOM OF TANK AT EL. 40'
DETAIL J - INJECTION WELL WATER LEVEL CONTROL TANK
SCALE: 3/8' = 1'-0"
TYPICAL DETAILS FOR
CROATAN FORMATION
INJECTION WELL SYSTEM
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulfnc.
0
10/17/90
ISSUED FOR. BIDS
elf aquitaine group
P1
7/31/90
ISSUED FOR DEM REVIEW
REVISION
DATE
DESCRIPTION
APPR'D
BY
ENGINEERING JOB NO.:
AFE-N-763
DRAW NG NO.:
8
DRAWN BY: RBE
FILE NO.
88-089
CHECKED BY:7-A
APPROVED BY:
DATE: 7-9-90
i

BARGE SLIP
- INV. 6.9'
N 88+00
38' CULVERT
INV. 6.6'
N 87+00
tz
0
";TF-104
FUEL STORAGE
2' HOPE DISCHARGE PIPE AND
2' HDPE AIR LINE TO
EACH WELL
OCPZ-2
FIELD LOCATE
CUT-OFF WALL
75' FROM BARGE
SLIP f +
750 LF-2.5' THICK
SOIL-BENTONITE
BACKFILL CUT-OFF WALL
LIQUID FERTILIZER TANK
SPZ-1 �(NV.6.51i
cPz-1 0
III
oil
I
N 86+00
N 85+00
INV. 6.9'
INV. 6.5'
ELECTRIC
EQUIPMENT
SUBSTATION
ASPHALT ROAD
MwTF-2
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42' CULVERT
2A 0280 1 2C
'filiFJ��'t .
VOW
IH wr.ING WAL
I
1 ) SPZ-6
trii5
INV, 8 6'
15' HOPE CULVERT -_ 1
15' HOPE cu vERT-I-
(/' MN. 6.7'
"T
II _
MONITOR WETLS
SWW-2
INV. 5.5'
EXIS`T1NG BUILDING
TF
- INV. 6.4'
\- INV. 6 0'
2-30' CULVERTS
INV 6.8'
INV. 6.3'
30' CULVERT
PIPE RACK (REF),
CONCRETE SPILL
CONTAINMENT AREA
BELOW PIPE RACK
INV. 8.9'
C B. INV 7.3'
�II
II
II
II
3\ GRAVEL ROADWAY
5
TF-106
- CONC. SLOPE
PIPE RACK (REF)
PIPE RACK (REF) -
N 84+00
0
N 83+00
N 82+00
\INV. 4.0'
OVERHEAD POWERLINE
\ T1' 11.2'
N 81+00
NORTH
SCALE
40
80
1 "=40'
$
04
@1.27%
TF-102
TO SUMP -
MCC SPACE /
CONTROL +
/ ASPHALT
INV. 8.87'
MCC
BUILDING
INV. 61'
MONOLITHIC CONC. TRENCH
PIPE RACK (REF)
S.P.A. PLANT
(REF)
P
11 @36'0.81AC% : TOP OF STEEL
GRATE EL t 1.7'- 11I
OFFICE 5
CHANGE HOUSE
VERIFY
EL OF ir AND 36'
PIPES AT CROSSING
IN FIELD
CONCRETE TRENCH
WITH STEEL PLATE
COVER -
O
+
co
N
r-
w
INV 8.0'
INV. 6 5' -
{ CNb 2,
4" C.I.P.
WATER LINE
LEGEND
SULFURIC -
ACIO TANK
INV. 10.0'
INV. 9.76'
S.P.A. PLANT
(REF)
PIPE RACK COLUMNS
(TYP.) - - -
C. B.
TO.G.110.
INV 8.6'
INJECTION WELL
WATER SUPPLY
AND WATER
LEVEL CONTROL
TANK
/2 43"X27CMP ARCH
CONCRETE
HEADWALL
11-37-0
PLANT
(REF)
O
N
w
SWW
cwW
CIW
CO
s
CONFINED SAND LAYER WITHDRAWAL WELL
CROATAN FORMATION WITHDRAWAL WELL
CROATAN FORMATION INJECTION WELL
INJECTION WELL HEADER PIPE CLEAN -OUT
SOIL BORING
PIEZOMETER
\1000 GAL
SEPTIC TANK
I
L--} -----1
- NO 4 EVAP. PRODUCT TANK
3I)Mf'
•
WEU HEADER PIP
) EL 50'
ID9'
x
1 :VY PIPI
INV 5 t
0 I Ill AS117lNYKS
1 1SlIMP T?-! j�
Nv5 /may/-
/ /� � / INV, 6.63'
,..---
B -
f ID C, 1 1 5
INV 5 60
PIPE RACK (REF)
TRENCH CONSISTING OF
PRECAST CONCRETE UNITS
INV. 11.46' INV. 11.18'
PIPE RACK (REF)
C.B.
INV. 6.17'
T.O.G. 9.00
MONOLITHIC
CONC. TRENCH
YFNIFY OLD 18` (_MP
NORTH Of C.B
WAS REMOVE/)
MN #ELL)
a
+
M
w
TO SUMP •-
FUEL OIL DAY TAN
M.
- 10.7' AT CO-3
iv 16.3' AT WELL CIW-7
//
4" HDPE INJECTION
WELL HEADER PIPE
EXISTING GROUND
SURFACE /
2-43"x27" CMP ARCHES
INV. 5.6' AT CO-3
INV. 5.4' AT WELL CIW-7
EXIST 8' AW2-71788
6" MIN. CLEARANCE BETWEEN
CMP AND HDPE HEADER PIPE
SECTION A -A
SCALE: 1 /4'=1'-0'
,INV. 12.73'
-1-
PIPE RACK !REF)
-10. TF-100
12 7' --
SPZ-10
- 8' Ali? 7' l&5
M.H
TOP 10,6
INN 7 7'
Ij`"-;- M.M.
11 TOP 12.0'
INV. 5.35'
II
INV. 6.50'
12" CMP
C.B.
INV. 6.75'
T.O.G. 9.20'
2-43727' CMP ARCH
M.H.
TOP 11.5'
INV. 523' +
BUILDING
J
CA
2
w
w
LL
ELEVATION
12
8
4
0
N 88+00
N 86+00
N 84+00
N 82+00
OO+I£4 3
CLEAN ACID FACILITIES SITE DRAINAGE AND UNDERGROUND
PIPING PLAN, DRAWING CE-00008, REV. 9.
SPA TANK FARM EXISTING AND PROPOSED TANK
LOCATIONS,DRAWING DOG-071-047, REV. 2.
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%P205 TANK AREA GRADING, PAVING AND
UNDERGROUND PLAN, SHEET NO. 2, DRAWING DOG-071-043.
H2SO4 AND PETRO AG TANK AREA GRADING, DRAINAGE AND
PROCESS SEWAGE PLAN, SECTIONS AND DETAILS, DRAWING
DOG-071-044A, REV. A.
PLUMBING - AREA 60, SANITARY SEWER - PHASE II, PLAN &
PROFILE, DRAWING DPL-060-002
REFERENCE DRAWINGS AND KEY PLAN
0 75 150
SCALE- 1"=150'
r12
18' A.C.P.
@ 1.27%
N 8' SOUTH OF
HEADER PIPE
CONCRETE TRENCH
INV.8.0' �\
FIELD VERIFY EL OF
18' AND 36" PIPES AT
CROSSING
E 128+48.75
36" A.C.P.
INV. 4.5'
-- E128+73.5
18" A.C.P.
INV. 6.5'
E 129+45 -.
6" C.V.
INV. 7.7'
- E 128+95
4" C.LP.
INV. 4.0'
FIELD CHECK
FOR PIPE AT
E 129+621
4' HDPE INJECTION
WELL HEADER PIPE
INV. 4.8'
2
w
E130+M
30" PIP!
INV. al'
8
CO
N_
W
8
Ri
W
8
8
W
PROFILE ALONG INJECTION WELL HEADER PIPE
FROM CIW-1 TO CIW=4
HORIZONTAL SCALE: 1'=40'
VERTICAL SCALE: 1'=4'
3
8/6/91
ADD AS-SUILT WITHDRAWAL WELL AND
PIEZOMETER LOCATIONS
2
6/18/91
ADD SECTION A -A. PROFILE, AND PIPELINES
RELOCATE SUPPLY TANK, AND ADJUST
HEADER PIPE AUGNMENT
1
4/15/91
ISSUED FOR CONSTRUCTION, REVISE CUT-OFF WALL
AUGNMENT AND WITHDRAWAL WELL LOCATIONS, ADD
EXISTING SEWER UNE AND REFERENCE DRAWING 7
0
10/17/90
ISSUED FOR BIDS
LAYOUT OF TANK FARM
REMEDIAL ACTION SYSTEM
Ardaman & Associates, Inc.
Consulting Engineers in Soils, Hydrogeology,
Foundations, and Materials Testing
TANK FARM REMEDIAL ACTION PLAN
Texasgulf inc
elf aquitaine group
P1
7/31/90
ISSUED FOR DEM REVIEW
REVISION
DATE
'DESCRIPTION
APPR'D
BY
ENGINEERING JOB NO.:
AFE-N-763
DRAWING NO.:
2
DRAWN BY: KJS
CHECKED BY:'
DATE: 7-9-90
•
FILE NO.
88-089
APPROVED BY: