WI0600060_Site Plans/Maps_20100617

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SITE LOCATION AND TOPOGRAPHIC MAP
FORMER DERAILMENT SITE
ROSINDALE, NC
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Sulte 205
Morrisville, North Carollna 27560
��.: '
CUENT:
��/7i�ii
• • • O,k
0 1,200
1
-
SCALE APPROX
1" = 1,200'
0(Y
DR JWB
REV:
CRC HMT
DATE: 11-OB-2009
FIGURE 1
PROJ. NO.: 643008035

AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
CLIENT:
[ oar j
SITE: CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
®SX-24
€SX-16
€SX-25
€SX-07
ame0
PROJ.:
643008035
SCALE:
1"=250'
DATE:
11-06-2009
Figure No.
2
se 0,11isr. A x:
Property Boundary
® Former Excavation Area
Surface Water
Railroad
9 Surficial Aquifer Well Location
Lower Aquifer Well Location
® Abandoned Well Location
TITLE:
SITE MAP
DR: JWB
CHK: HMT

CSX-21 •CSX-22
CSX-8A
® CSX-23
CSX-04 CSX-26
CSX-02 CSX-15
CSX-16.
CSX-03
CSX-06
CSX-07
CSX-24
CSX-17
Property Boundary
® Former Spill Area
Water
—{— Railroad
Surficial Aquifer Well Location
Lower Aquifer Well Location
® Abandoned Well Location
f`J
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
CLIENT:
CSX.
[
• • • �`"
amed9
Figure No
2
TITLE:
DR:
JWB
HMT
SITE:
CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DATE:
10-26-2009
PROD.:
643008035
SCALE:
SCALE:
1" = 250'

CSX-21
9
CSX-19
CSX-08A
0 25 50 100 150 200
INCICIMINI Feet
CSX-09
CSX-04
CSX-06
CSX-22A
E CSX-22
CSX-20
CSX-15 CSX-16
CSX-14
CSX-11
CSX-1A
CSX-25 ®o.
9
CSX-07
CSX-05
9
CSX-23
CSX-17
CSX-12
0
CSX-24
CSX-18
Surficial Aquifer Well Location
® Abandoned Well Location
Lower Aquifer Well Location
—}— Railroad
® Former Excavation Area
r -1 Property Boundary
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
ame0
TITLE:
SITE MAP
CLIENT:
[ cinc
SITE:
CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DR: W. Blaylock I CHK: K. Roush
DATE: 05-07-2010 SCALE: 1" = 100'
PROD.: 643008035
Figure No.
2
LOCATION: P; ProjectFileslCSX Rosindale1643008035_CSX-Rosindale Remedial Investigation\Drawings1figure2.mxd

0
0.25
1 i I
0.5
1 Miles
AMEC
2200
Earth
Gateway
Morrisville,
(919)
&
Centre
447-2750
Environmental
Blvd, Suite 205[
NC 27560
CLIENT:
CSX ]
• • 0 •Tm
amec
TITLE: WATER SUPPLY
WELL LOCATION MAP
Figure No.
3
DR: CPM
CHK: HMT
DATE: 3l3/09
PROJ. N0 643008031

A
West
100
90
ca 80
z
7.3
m 70
0
Railroad Line
CSX-04
BACKFILL'
0
Land Surface
227
CSX-02
(Projected)
eeeee
Proposed Injection
Well Schematic
CSX-26
(Pro ected)
260 (6/96)
0
B-B'
CSX-15
CSX-16
(Projected)
923
Sn
Surficial Soils
Water Table
(May 19, 2009)
9.3 (6/08)
CSX-23
5 (6/08)
A'
East
— 100
90
0
CD
— 80 c
r-
60 —
50 —
4
a a
4
4
10 ft.
a
4
SCALE
0
a'
a
a
B
a
4
a
Vertical Exaggeration 5X
I50ft.
d °
a
Pee Dee
Confining Unit
a a a a
< 5�
° C 4
Pee Dee Aquifer
4.
a
v
?_ aa
a
a
4
a
a
4 a.
4
4
a
a
a
sv
eL
(!)
70
60
•a
50
LEGEND
CSX-04
923
BQL
---- 50
Well Name
Total Chromium in pglL - May 2009
Results Unless Marked Otherwise
Below Laboratory Quantitation Limit
Isoconcentration Line (pg/L)
Well Screen Interval
Abandoned Well
Water Level
Surficial Soils -
Tan Silty Medium to Fine Sand
Pee Dee Confining Unit -
Clay
Pee Dee Aquifer -
Grey Sand with Shell Fragments
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
ame0
CLIENT:
CSX TRANSPORTATION, INC.
TITLE:
LITHOLOGIC CROSS SECTION A -A'
CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DR:
JWB
REV:
HT
PROJ. NO.:
643008035
CHK
HT
DATE:
November 4, 2009
DWG NO.
NA
SCALE:
1"=50'
FIGURE. NO.:
3

10 ft.
B
North
100 — CSX-22
(Projected)
90
0'
co
ccoo 80
✓
ID • 70
0
60
A -A'
CSX-15
•
Railroad Line
CSX-26
(Projected)
CSX-25
B'
South
CSX-07
,500----�::
923
�5
<20
•Surficial Soils
50 —
SCALE
4
4
Vertical Exaggeration 5X
50 ft.
°
•
°
. ° 4
a
<7
n
a
Pee Dee
Confining Unit
a
Pee Dee Aquifer
° 4
°
LEGEND
CSX-04
923
BQL
— 50
Well Name
Total Chromium in pg/L - May 2009
Results Unless Marked Otherwise
Below Laboratory Quantitation Limit
Isoconcentration Line (dig/L)
Well Screen Interval
Abandoned Well
IMMO MI
Water Level
Surficial Soils -
Tan Silty Medium to Fine Sand
Pee Dee Confining Unit -
Clay
Pee Dee Aquifer -
Grey Sand with Shell Fragments
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
a
amee
°
4
100
90
80
70
60
50
Depth Below Land Surface (ft)
CLIENT:
CSX TRANSPORTATION, INC.
TITLE:
LITHOLOGIC CROSS SECTION B-B'
CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DR: REV:
JWB HT
CHK: DATE:
HT November 8, 2009
SCALE:
PROJ. Na:
DWG NO.
643008035
NA
FIGURE. NO.:
4
1"=50'

CSX-21
CSX-8A
CSX-04
CSX-02
CSX-06
CSX-22
CSX-26
CSX-1,5
CSX-03
CSX-23,
• CSX-16
CSX-25
CSX-07
CSX-24,
CSX-17
Property Boundary
Former Excavation Area
Surface Water
—I— Railroad
Cross Section Trace
�} Surficial Aquifer Well Location
Lower Aquifer Well Location
® Abandoned Well Location
ril
lJ
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
CLIENT:
[ M]643008035
• • • •'-1"
PROJ.:
Figure No.
5
TITLE:
CROSS SECTION
INDEX
SCALE:
= 250'
[phone]
SITE: CSX ROSINDALE DERAILMENT SITE
aI7''Ie
DATE:
DR:
JWB""
HMT
ROSINDALE, NORTH CAROLINA
11-08-2009

CSX-21
(98.20)
CSX-8A
20.--04r
71.G7G)j..
•`
CSX-22
(93.47)
CSX-15-8
Ago (100.46)
CSX-03
000.03)
Property Boundary
— Surface Water
—{— Railroad
Contour Line (Dashed Where Inferred)
—, Direction of Groundwater Flow
Surficial Aquifer Well Location
LowerAquifer Well Location
® Abandoned Well Location
(227) Water Table Elevation (ft.)
(NM) Not Measured
AMEC Earth & Environmental
2200 Gateway Centre Blvd., suite 205
Morrisville, NC 27560
CLIENT:
1
• • • •-
�'
PRDJ•:
6430oso35
Figure No.
TITLE:
GROUNDWATER
POTENTIOMETRIC MAP
(MAY 19, 2009)
scaue:
1" = 250•
[phone]
SITE:
CSX ROSINDALE DERAILMENT SITE
DATE:
DR:
.NIB HMT HMT
ROSINDALE, NORTH CAROLINA
11-06-2009