WI0600068_Site Plans/Maps_20140131

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3. Soil Analytical Data Map
Figure 4: Groundwater Elevation Contour Map
Figure 5: PCE Isoconcentration Contour Map - Shallow Zone
Figure 6: PCE Isoconcentration Contour Map - Deep Zone
Figure 7: Water Supply Well Location Map
Figure 8: Cross -Section Location Map
Figure 9: Geologic Cross -Section A -A'
Figure 10: Proposed Injection Area Map — Unsaturated Zone
Figure 11: Proposed Injection. Area Map — Saturated Zone

12/24/2008 1:19pm - sihompson - H:\125 - ATC\_1253480_p2-12-10-08.dw9
•
■
r--
I
•
•a•
• # MAP SOURCE
lip USGS 1983 ,Fayetteville, NC
QUADRANGLE
et I
r
f41//T ,•
_%r . :r
0 1000 2000 4000
i I i I
(1 •-N.7- t
TITLE ATTACHMENT 1
USGS TOPOGRAPHIC MAP
SMITTY'S CLEANERS
3600 OWEN DRIVE
FAYETTEVILLE, NORTH CAROLINA
YATC
ASSOCIATES INC.
Re elph, North Cardin 27604 [phone] FAX [phone]
CAD FILE
1253480.
DSCA ID
26-0006
PREP. BY
CY
REV. BY
SV
SCALE
1 "=2000'
DATE
12-10-2008
PROJECT NO.
45.34341.2603

NOTES:
OLISSVM
TITLE ATTACHMENT 2
SITE MAP
SMITTY'S CLEANERS
3060 OWEN DRIVE
FAYETTEVILLE, NORTH CAROLINA
CAD FILE
1253480.DWG
DSCA ID
26-0003
PREP. BY
JB
REV. BY
GO
ASSOCIATES INC.
Raleigh, North Carolina 27604 [phone] FAX [phone]
SCALE
1 " = 340'
DATE
12-12-2010
PROJECT NO.
45.34341.2603

Sample Depth Sampling
ID [feet bge] Date
PCE
Sample Depth Sampling
ID [feet bge] Date
PCE
[mg/kg]
[mg/kg]
SB-1
0.5
2/22/06
0.026
TW-101
3
11/09/09
<0.014
SB-2
0.5
2/22/06
0.013
TW-101
8
11/09/09
<0.014
SB-3
0.5
2/22/06
0.012
TW-101
13
11/09/09
<0.010
S8-4
0.5
2/22/06
0.078
TW-102
3
11/09/09
0.010J
SB-5
0.5
2/22/06
0,014
TW-102
8
11/09/09
<0.014
SB-6
0.5
2/22/06
0.66
TW-102
13
11/09/09
0.010J
SB-7
0,5
2/22/06
0.019
TW-106
3
11/09/09
<0.014
SB-8
0.5
2/22/06
0.27
TW-106
8
11/09/09
<0.013
SB-9
0.5
2/23/06
0.064
TW-106
13
11/09/09
<0.014
SB-10
0.5
2/23/06
0.18
TW-112
3
11/10/09
0.026
SB-11
0.5
2/23/06
0.3
TW-112
8
11/10/09
<0.014
SB-12
0.5
2/24/06
0.14
TW-112
13
11/10/09
<0.013
SB-13
0.5
2/24/06
0.58
TW-113
3
11/10/09
<0.014
SB-14
0-2
11/9/06
0.046
TW-113
8
11/10/09
<0.014
SB-14
2-4
11/9/06
0.019
TW-113
13
11/10/09
<0.013
SB-15
0-2
11/9/06
0.027
TW-114
3
11/11/09
<0.015
SB-15
2-4
11/9/06
0.006J
TW-114
8
11/11/09
<0.014
SB-16
0-2
11/9/06
3.8
TW-114
13
11/11/09
<0.010
SB-16
2-4
11/9/06
3.2
SB-17
0.5-1
11/9/06
0.035
SB-27
0-2
11/10/06
0.096
SB-27
2-4
11/10/06
0.11
SB-28
0-2
11/10/06
1.9
SO-28
2-4
11/10/06
3.3
SB-30
SB-30
SB-31
SB-31
SB-32
0-2
2-4
0-2
2-4
11/10/06
1.2
11/10/06
11/10/06
11/10/06
8/20/08
0.03
0.042
0.16
0.17
SB-32 10' 8/20/08
0.0065
SB-33 5' 8/20/08
0.0044
SB-33 10' 8/20/08
0.013
SB-34 5' 8/20/08
0.0057
SB-34 10' 8/20/08
<0.00056
SB-35 5' 8/20/08
0.026
SB-35
15' 8/20/08
0.0096
SB-36 5' 8/20/08
0.037
SB-36 15' 8/20/08
0.0069
SB-37 5' 8/20/08
0.081
SB-37 15' 8/20/08
0.013
SB-38 5' 8/20/08
0.03
SB-38 15' 8/20/08
0.0033
5B-39 5' 8/20/08
0.045
SB-39 15' 8/20/08
0.0021
SB-40 5' 8/20/08
0.009
SB-40 15' 8/20/oe
0.0048
SB-41 5' 8/20/08
0.017
SB-41 15' 8/20/08
0.0016
SB-42 5' 8/20/08
0.025
SB-42 15' 8/20/08
0.0027
SB-43 5' 8/20/08
0.038
SB-43 10' 8/20/08
0.013
DW-1
1 *MW-4
1
o\NEN
.00
PCE MACHINE #2
(NOT USED)
PCE MACHINE #1
(NOT USED)
FENCE
BATHROOM
5B-1
SB-1
MW-
SB-9
* MW-1
MW-3
(ABANDONED)
PCE TANK
(NOT USED)
MW-3R
♦
LEGEND:
MONITORING WELL (TYPE II)
MONITORING WELL (TYPE III)
T DIRECT -PUSH BORING LOCATION
SOIL BORING LOCATION
0 15 30
I I I
SCALE IN FEET
♦
TW-105
1
1
1
MW-2�
TW-106
4
DW-2
1
TW-11107
60
SB-
SB-30
AWNING
SBA,-B0.342
0.0342
S8-23
0 SB-36
0 SB-26
S8-22
SB
DRUM
_ _ , STORAGE
AREA
r-108
SB--25 gg
S8-37
SBf
OSBt27
58Sa11
SB-410 • .
FENCE
0.0342
SB-42
(919) 871-033
Raleigh, North Ca
z
cL .J
at
at
Q
Q U
_ OC
W O
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E L,J0w
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1_Qi-CD
Q F- O W
O o <
P U) U) PO LL
w
0
06-29-2010
O
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w
cc
o O
O
0
N
0
0
O
00
Nr
J_
N
°a
0
•
Gi
0

-14A
.04)
-II IA
MW-14B
(164.58
♦ TW-114
TW-113
DRY CLEANERS
MW-1
(177.77
1W-120
TW-1
MW-6
(160.21)
MW-15
(DRY
MW-23
(1588..01y
155.22
MW-1
(DRY)
MW-11
(1 60.00)
(159.
MW
158
CUMBERLAND
COUNTY
COLISEUM
(156.22)
h
W-7 r
58.12
=8
6.91
r
1!
0
.MW-25
(142.97)
MW-10
(152.40)
MW-12B
(123.84)
LEGEND:
�} MONITORING WELL (TYPE II)
MONITORING WELL (TYPE III)
w - WATER LINE
1 35 — GROUNDWATER ELEVATION CONTOUR (ft.)
(SHALLOW ZONE)
(130.44) GROUNDWA ER ELEVATION (ft.)
(SHALL1.25 (DEEP GROUNDWA
ZONE)TER ELEVATION CONTOUR (ft.)
(123.84) GROUNDWATER
ELEVATION (ft.)
(DONE)
0 100 300 600
I 1 1 I
SCALE IN FEET
00
[phone]
Raleigh, North Carolina
z_
J
O
CC
U
I—
W 0
O
Z
Z J_
Ld
O IW-
0 LA
CO >--
OQ
ro
w
O
12-12-2010
>-
m
a
0.
D.
CO
g
❑
ro
O
0
O
up
N
1253480.DWG

-3R
(0.200)
MW5
�`'sMlm•s
DRY CLEANERS
(0.0019)
FORMER
SMITTYS
LOCATION
TW-119
(0.120) MW-16 4..
MW-1111
(0.0001 J)
MW-13A
(0.00013J)
MW-13B
CUMBERLAND
COUNTY
COLISEUM
I �
MW-24
(0.0014
MW-9
0.00015J
• MW-12A
MW-12B (<0.0007)
$ MW-10
(O.000093J)
MW-25
(0.0025) 1
LEGEND:
�} MONITORING WELL (TYPE II)
MONITORING WELL (TYPE III)
4. DIRECT -PUSH BORING LOCATION
—0.07— PCE ISOCONCENTRATION CONTOUR mg/L
(0.0025) PCE CONCENTRATION mg/L
0 170 340 680
I I I I
111=1116.00111111111
SCALE :N FEET
SHALLOW ZONE
[phone]
z
I J
0_
2
D_
In z =
OcnW
Z O z z
Q
O w U Z J
UJ
< z g W
O } O I—
W4
LLJ
~�>-
U O Q
a (n N7 I -
V)
0
o t0
z N
t.,-)
a
tri
12-12-2010
co›.
w CO
o_
❑ o
0
<
6 O
o
N
0)
W
0
z

W-14B
0.00013J)
FORMER
6MfRY9
LOCATION
TN-10
MW 3R
1W-104
TW-I01
TN-114
TN-113
1W-11
(0.000
MW-19
(0.039)
MW-16
MW-13A
MW-136
0.0063)
MW-20
(0.008)
CUMBERLAND
couN1Y
COLISEUM
MW-22
(0.00014J)
LEGEND:
MONITORING WELL (TYPE II) - MONITORING- WELL III)
DIRECT -PUSH BORING LOCATION
PCE IS0C0NCENTRAT10N CONTOUR', mg/L
PCE CONCEMRATION mg/L . . .
170 340.. 680
. HpCALE IN FEET

WSW43IEHUOs4N'
tABANDONEOj • '
MW-16
WSW163.EHUDSON.
■
£ NUOSOCI 5S:
wsw iiu HuosoN• `
1 (0 \VJSW-166EHUDSDN W,
WSW,12E.E HUDSON .WSW-150,,E HNOSDN
W 1 ym$ c
WS�6a WENES GO WSWW0
mz :._..,
(ABANDONED)
WSW-2014pµORAUGHDNE (11
`' `
` �VSIN-2027DRAUGh
Wsw.2w0 DRAUONONE (YA�+)
(:ABA ONEo) CI)
■
SMITTYS
DRY CLEANERS
WSW711?TRAIWCOD
WSW,134 M<INNIS 1
134TRAILW000:
(VACANT)
00 OR
WSW-113 TRA1LWOOD
0
WSW-nf TRAILWoo
1Y-1171RNLWOOo
MONITORING WELL (TYPE II)
MONITORING WELL (TYPE III)
WATER SUPPLY WELL, PROPERTY NOT
CONNECTED TO PUBLIC WATER
WATER SUPPLY WELL, PROPERTY
CONNECTED TO PUBLIC WATER
WELL SAMPLED AND NO CVOCs DETECTED
WELL SAMPLED AND CVOCs DETECTED
WATER LINE
SCALE IN FEET
WSW40EJENNINS ��yy
WSW-252 E JENIONS `Y
WSW-2025 WOMBLE
WSW-20311WMeLE
WSW-354 EJENKINS
1O1
WSW-0Q
W EJENKM9
WSW431EJENKINS; Q,
0 di,\ ` WSW-WS E
W6W-346E JENKINS
WSVk321. E JEN%INS
NAt++O

r
21
6)
m
z
NOTES:
t
I
N
N
TITLE ATTACHMENT 8
CROSS—SECTION LOCATION MAP
SMITTY'S CLEANERS
3060 OWEN DRIVE
FAYETTEVILLE, NORTH CAROLINA
CAD FILE
1253480.DWG
DSCA ID
26-0003
PREP. BY
JB
REV. BY
GO
YATC
ASSOCIATES INC.
Raleigh, North Carolina 27604 [phone] FAX [phone]
SCALE
= 340'
DATE
12-12-2010
PROJECT NO.
45.34341.2603

N
O
O
1333 NI 31VOS
>1332:1D )10Y18
N33e1OS 113M
1
ONISVO 113M
NOTES:
0)
Z
0
31BY1 ZI31VM
r
0
0
0
0
0
0
1111111111111
111111111111IIIIIIIIIler
TITLE ATTACHMENT 9
GEOLOGIC CROSS-SECTION A -A'
SMITTY'S CLEANERS
3060 OWEN DRIVE
FAYETTEVILLE, NORTH CAROLINA
0
0
0
11,11111111111
`I p
11111111111111111111111111
•
0
0
0
0
• s,
ASSOCIATES INC.
Columbia, South Carolina 29203 (803 735-0003 FAX [phone]
r
„Ezi
sa
SCALE
AS NOTED
DATE
12-12-2010
PROJECT NO.
45.34341.2603
CAD FILE DSCA ID
1253480.DWG 1 26-0003
PREP. BY
JB
REV. BY
GO

Sample
ID
Depth
[feet bgs]
Sampling
Date
PCE
Sample
ID
Depth
[feet bgs]
Sampling
Dote
PCE
[mg/kg]
[mg/k9]
SB-1
0.5
2/22/06
0.026
1W-101
3
11/10/09
<0.014
S6-2
0.5
2/22/06
0.013
TW-101
8
11/10/09
<0.014
SB-3
0.5
2/22/06
0.012
TW-101
13
11/10/09
<0.010
SB-4
0.5
2/22/06
0.078
TW-102
3
11/10/09
0.010J
SB-5
0.5
2/22/06
0.014
TW-102
8
11/10/09
<0.014
SB-6
0.5
2/22/06
0.66
TW-102
13
11/10/09
0.010J
SB-7
0.5
2/22/06
0.019
TW-106
3
11/11/09
<0.014
SB-8
0.5
2/22/06
0.27
TW-106
8
11/11/09
<0.013
.
SB-9
0.5
2/23/06
0.064
TW-106
13
11/11/09
<0.014
SB-10
0.5
2/23/06
0.18
TW-112
3
11/10/09
0.026
SB-11
0.5
2/23/06
0.3
TW-112
8
11/10/09
<0.014
SB-12
0.5
2/24/06
0.14
1W-112
13
11/10/09
<0.013
SB-13
0.5
2/24/06
0.58
TW-113
3
11/10/09
<0.014
SB-14
0-2
11/9/06
0.046
PN-113
8
11/10/09
<0.014
SB-14
2-4
11/9/06
0.019
TN-113
13
11/10/09
<0.013
SB-15
0-2
11/9/06
0.027
TW-114
3
11/11/09
<0.015
PCE
SB-15
2-4
11/9/06
0.006J
TW-114
8
11/11/09
<0.014
56-16
0-2
11/9/06
3.8
TW-114
13
11/11/09
<0.010
PCE I
SB-16
2-4
11/9/06
3.2
I (NO'
r ro
f
BA
SB-17
0.5-1
11/9/06
0.035
SB-27
0-2
11/10/06
0.096
SB-27
2-4
11/10/06
0.11
SB-28
0-2
11/10/06
1.9
SB-28
2-4
11/10/06
3.3
SB-30
0-2
11/10/06
1.2
SB-30
2-4
11/10/06
0.03
58-31
0-2
11/10/06
0.042
SB-31
2-4
11/10/06
0.16
SB-32
5'
8/20/08
0.17
1
1
PROPOSED SOIL REMEDIATION AREAS,
615 sq. ft. TOTAL, PROPOSE 22
INJECTION POINTS BASED ON 3 ft.
RADIUS OF INFLUENCE, INJECTION FROM
2 TO 20 ft. DEEP.
SB-32
10'
8/20/08
0.0065
SB-33
5'
8/20/08
0.0044
SB-33
10'
8/20/0e
0.013
SB-34
5'
8/20/08
0.0057
SB-34
10'
8/20/08
<0.00056
1
SMITTY'S DRY C
1\ -4, DW-1
%$MW-4 PICKUP DF
% SeOFF
%
r
\ woo f ro
SB-35
5'
8/20/08
0.026
SB-35
15'
8/20/08
0.0096
SB-36
5'
8/20/08
0.037
SB-36
15'
8/20/08
0.0069
SB-37
5'
8/20/08
0.081
SB-37
15'
8/20/08
0.013
SB-38
5'
8/20/08
0.03
SB-38
15'
8/20/08
0.0033
SB-39
5'
8/20/08
0.045
59-39
15'
8/20/08
0.0021
SB-40
5'
8/20/08
0.009
SB-40
15'
8/20/08
0.0048
SB-41
5'
8/20/08
0.017
SB-41
15'
8/20/08
0.0016
SB-42
5'
8/20/08
0.025
SB-42
15'
8/20/08
0.0027
SB-43
0-2
11/10/06
0.042
SB-43
2-4
11/10/06
0.16
MACHINE #2
(NOT USED)
ACHINE #1
USED)
ENCE
THROOM
SB-1
SB-1
MW-5
SB-79
FORMER PCE
TANK AREA
LEANERS
OP -OFF
ICES
MW-1
MW-3
(ABANDONED)
PCE TANK
(NOT USED)
$ MW-3R
LEGEND:
45- MONITORING WELL (TYPE II)
▪ MONITORING WELL (TYPE III)
} DIRECT -PUSH BORING LOCATION
SOIL BORING LOCATION
0 15 30
I I I
or`
SCALE IN FEET
SB-23
G G SB-36
o SB-26
S8 1
se-410
FENCE
r
1
G
SB-22
• SB-25
SB-37
SB�
GSB+27
SB
60
1 ss-
se AWNING
0.342
0.0342
0.0342
8B-42
SB-ltttttt, G
DRUM
STORAGE
AREA
r 108
EXXON
Raleigh, North Carolina 27604
PROJECT NO.
45.34341.2603
w
❑
12-12-2010
Z
J
0
0
U) ~
CC
W > 2
Z
U Z
LLJ
• F-
▪ Q
U) r'-) U .
m
w
0.
a
m
N)
❑ O
O
o O
o I
N
CO
0
O
CO
w N)
• of
o N
U
w
z
z

1 \\\
LEGEND:
- O.Qp7-
(0 0061)
MONITORING WELL (TYPE II)
MONITORING WELL (TYPE III)
PROPOSED MONITORING WELL
DIRECT -PUSH BORING LOCATION
PCE ISOCONCENTRATION CONTOUR mg/L
PCE CONCENTRATION mg/L
30
60
SCALE IN FEET
120
PROPOSED PILOT TEST GROUNDWATER
REMEDIATION AREA, 1,015 sq. ft. TOTAL,
PROPOSE NINE INJECTION POINTS BASED
ON 6 ft. RADIUS OF INFLUENCE,
INJECTION FROM 17.5 TO 22.5 ft. DEEP.
MW-14A
MW-14B
Groundwater
Sampling
Point
Sampling
Date
PCE
Cmg/L]
TW-101 25'
11/10/09
3.3
TW-101 50'
11/10/09
0,0056
TW-102 25'
11/11/09
2.7
TW-102 50'
11/11/09
0.0061
TW-103 25'
11/12/09
0.29
TW-103 50'
11/12/09
0.0772
TW-104 25'
11/12/09
0.2
TW-104 50'
11/12/09
0.0047
TW=105 25'
11/10/09
0,0193
TW-105 50'
11/10/09
0.0062
TW-106 50'
11/10/09
0.0029
TW-107 25'
11/10/09
0.33
TW-107 50'
11/10/09
0,0038
TW-108 25'
11/10/09
0.0269
TW-108 50'
11/10/09
0.00092J
_
TW-109 25'
11/10/09
0.06
TW-110 25'
11/10/09
0,16
TW-110 50'
11/10/09
0.093
TW-111 25'
11/10/09
0,0165
TW-111 50'
11/10/09
<0.0007
TW-112 50'
11/11/09
<0.0007
TW-113 50'
11/11/09
<0.0007
7- TW-114 20'
11/11/09
<0,0007
- TW-114 40'
11/11/09
0.0061
TW-115 25'
11/13/09
<0,0007
TW-115 50'
11/13/09
0,0111
TW-116 25'
11/13/09
<0.0007
TW-116' 40'
11/13/09
<0.0007
TW-117 25'
11/13/09
<0.0007
TW-117 50'
11/13/09
0.0105
TW-118 25'
11/13/09
<0.0007
TW-118 50'
11/13/09
0.18
TW-119 50'
11/13/09
0,0019
TW-120 50'
11/13/09
0.31
TW-121 50'
11/13/09
0,13
PCE TANK
(NOT USED)
CE MACHINE #2
(NOT USED)
E--MACHINE #1
(Nor USED)
\\
BATHROOM -
W-3
ABADOED)
FENCE
BATHROOM
DW-1
�4
MW-4
PCE MACHIN
(NOT USED)
SMITIY'S DRY CLEA
PICKUP/DROP-OFF
& OFFICES
-102 ,MW-1
(2 )
PROPOSED MONITORIN
WELL LOCATION
(3.3)
TW-104
(0.2
EXXON
TW-106
(0.0029)
TW-107
(0.33
TW-110
(0.16)
ORAGE
AREA
-116
<0.
TW-117
(0.0105)
(0.18)
PROPOSED FULL-SCALE REMEDIATION AREA,
8,585 sq. ft. TOTAL (NOT INCLUDING PILOT
AREA), PROPOSE 76 INJECTION POINTS
BASED ON 6 ft. RADIUS OF INFLUENCE,
INJECTION FROM 17.5 TO 22.5 ft. DEEP.
MIDDLE
DRY CLEANIN
ROO
OILER ROOM
APPROXIMATE
UST BASIN
w
1-
0
z