GROUNDWATER FLOW
GROUNDWATER TCE
GROUNDWATER FLOW
GROUNDWATER PCE
SGe-20
SGe-19
SGe-18
SGe-17
SGe-16
SGe-15
SGe-14
SGe-13
SGe-12
SGe-11
SGe-10
SGe-9
SGe-8SGe-7
SGe-6
SGe-5
SGe-4
SGe-3
SGe-2
SGe-1
SGbm-8
SGbm-7
SGbm-6
SGbm-5
SGbm-4
SGbm-3
SGbm-2
SGbm-1
PCE + TCE RIGHT OF WAY SOILAND SEWER BEDDING GAS
NE
W
OLD
OLD
NE
W
NORTH DRIVE
POWER STATION
N. FO
RS
YTH
E S
TRE
ET
HURRICANE C
REEK
FOR
ME
R F
RA
NK
LIN
PO
WE
R P
RO
DU
CTS
RADWELL INTERNATIONAL
ROSS COURT
OV
ER
STR
EE
T STR
EE
T
FOR
ME
R W
AR
RIO
R O
IL
INDY STORE
AST AREA
CO
MM
ER
CIA
L P
RO
PE
RTY
AST
N. FO
RS
YTH
E S
TRE
ET
HAMILTON AVENUE
GLENDALE DRIVE
CHURCH
UPPER SHELBYVILLE ROAD
EQUIPMENTBUILDING
SLA
B O
NLY
(FOR
ME
R B
LDG
.)FORMER AMPHENOL SITE
(0.30)SGe-20
(6.5)SGe-19
(0.15)SGe-18
(2.7)SGe-17
(6,610)SGe-16
(511)SGe-15
(8,180)SGe-14
(296)SGe-13
(8,260)SGe-12
(284)SGe-11
(3,540)SGe-10
(4,720)SGe-9
(1,100)SGe-8
(1,310)SGe-7
(3.6)SGe-6
(67.4)SGe-5
(257)SGe-4
(0.63)SGe-3
(0.28)SGe-2
(16.4)SGe-1
(2.3)SGbm-8
(3.7)SGbm-7
(187)SGbm-6
(288)SGbm-5
(12,100)SGbm-4
(28,800)SGbm-3
(12,700)SGbm-2
(171)SGbm-1
SOIL AND SEWER GAS TCE
(9.2 || 2.3)
(11.3 || 3.7)
(118 || 187)
(5.1 || 288)
(23,500 || 12,100)
(31,500 || 28,800)
(111,000 || 12,700)
(758 || 171)
(5.3 || 0.30)
(4.3 || 6.5)
(0.77 || 0.15)
(16.8 || 2.7)
(11.0 || 6,610)
(1,030 || 511)
(1,920 || 8,180)
(5.0 || 296)
(25,600 || 8,260)(1,270 || 284)
(19,300 || 3,540)
(19,700 || 4,720)
(16,300 || 1,100)
(28,800 || 1,310)
(37.6 || 3.6)
(11,300 || 67.4)
(20,500 || 257)
(2.6 || 0.63)
(1.3 || 0.28)
(105 || 16.4)
PREDOMINANT WIND DIRECTION
DATETCE
AA-2 EAST #17/26/2018
0.27/26/2018
0.16
DATE1,1-DCA1,2-DCAcis-1,2-DCEtrans-1,2-DCEMethylene chloridePCE1,1,1-TCATCEVinyl chloride
AS EFFLUENT #17/26/2018
39.2 17.9
411.0 3.1
< 5.4 1,950.0
285.0 665.0
12.1
AA-3 SOUTH #1DATE 7/26/2018
ALL VOCs NON-DETECTDATETCE
AA-4 WEST #17/26/2018
0.087
DATETCE
AA-5 WEST #2 (Upwind)7/26/2018
0.43
AA-1 NORTH #1(Northern Property Boundary)
DATE 7/26/2018ALL VOCs NON-DETECT
All results in µg/m3
Unlisted compounds belowlaboratory detection limits.
DCA: DichloroethaneDCE: DichloroethenePCE: TetrachloroetheneTCA: TrichloroethaneTCE: Trichloroethene
U.S. EPA TCEResidential AmbientAir Screening Level
: 0.48
AIR SAMPLING LOCATIONS
RESIDENTIAL HOME * DETACHED GARAGES & SHEDS NOT SHOWN
NON-RESIDENTIAL STRUCTURE
FORMER AMPHENOL FACILITY
STUDY AREA PROPERTY LINE (APPROXIMATE)SANITARY SEWER STORM SEWER
CONCENTRATION 000,>100 µg/m3 CONCENTRATION 0>10,000 µg/m3
CONCENTRATION 00>1,000 µg/m3 CONCENTRATION >100,000 µg/m3
SEWER BACK FILL AND RIGHT-OF-WAY SOIL GAS
SOIL GAS SOIL GAS SEWER BACKFILL AMBIENT AIR SAMPLING POINT SAMPLING POINT SAMPLING POINT
N
SCALE IN FEET
0' 150'
(1,030 || 511) = PCE µg/m3 || TCE µg/m3
WELL TYPES: MONITORING ABANDONED RECOVERY TEMPORARY
TCE GROUNDWATER ISOCONCENTRATION
CONCENTRATION > 1.2 µg/L CONCENTRATION 0 > 9.1 µg/L
CONCENTRATION > 5 µg/L CONCENTRATION > 38 µg/L
(84.2)
(16.1)
(<0.8)
(1.7)
(52.4)
(2.4)
(<0.28) (9.1)
(162)
(ND)
(40.7)
(<0.32)(4.5)
(<0.64 / 1.5)
(117)
(35.7)
(76.6)
(82.2)
(21.4)
(<0.8)
(2.4 / 4.5)
(2.3)
(1.9)
(1.8 / 5.9)
(<0.8) (<0.8)(NS)
RW-5
RW-4
RW-3
RW-2 RW-1
MW-35
MW-34
MW-33
MW-32
MW-31
MW-30
MW-24
IT-3IT-2
IT-1A
MW-29
MW-28
MW-27
MW-25
MW-21
MW-12R
MW-3
MW-23
MW-22
TW-14 x 2
TW-13
TW-12
TW-11
TW-10
TW-9
TW-8 x 2
TW-7 x 2
TW-6
TW-5
TW-4 x 2
TW-3
TW-2TW-1
FORMER AMPHENOL RFI/CMS; 980 HURRICANE ROAD, FRANKLIN, INDIANA
(98.9*)
(1.7*)
(1,290 / 71.1*)
(228 / 1.2*)
(480)
(379) (8.6)
(0.39)
(NS)(272)
(1.1)(0.15)
(<0.11)
(68.2)
(47.0)
(49.3) (2.1)(111) (91.0) (102)
(0.33)
(14.6)
(1.1)
(<0.11)
(2.7)
(17.6)
(2.2)(0.58)
(0.24)
(0.45*)(0.82*)(0.93*)
TCE SEWER GAS
HURRICANE C
REEK
HURRICANE C
REEK
ROSS COURT
N. FO
RS
YTH
E S
TRE
ET
HAMILTON AVENUE
GLENDALE DRIVE
AGRICULTURAL FIELD
NORTH DRIVE
POWER STATION
N. FO
RS
YTH
E S
TRE
ET
FOR
ME
R F
RA
NK
LIN
PO
WE
R P
RO
DU
CTS
RADWELL INTERNATIONAL
CO
MM
ER
CIA
L P
RO
PE
RTI
ES
FOR
ME
R W
AR
RIO
R O
IL
INDY STORE
AST AREA
CO
MM
ER
CIA
L P
RO
PE
RTY
AST
CHURCH
EQUIPMENTBUILDING
RESIDENTIAL AREA
RESIDENTIAL AREA
RESIDENTIAL AREA
CROP PRODUCTION SERVICES PREMIER AG
OTT S
TRE
ET
OTT S
TRE
ET
SAMUEL STREET
OYLER STREET
KENTUCKY STREET
ADAMS DRIVE
HILLVIEW DRIVE
PAVEMENT
BUILDING
PAR
KIN
G
FORMER PLATING ROOM
UPPER SHELBYVILLE ROAD
SLA
B O
NLY
(FOR
ME
R B
LDG
.)FORMER AMPHENOL SITE
RESIDENTIAL AREA
RW-5
RW-4
RW-3
RW-2 RW-1
MW-35
MW-34
MW-33
MW-32
MW-31
MW-30
MW-24
IT-3IT-2
IT-1A
MW-29
MW-28
MW-27
MW-26
MW-25
MW-21
MW-12R
MW-3
MW-23
MW-22
250130
250120
250110
250100
250080250072
250070
250071
250090
250056250055
250052
250051
250050
250060
250040250041
250042
250043
250030
250020
250010
240010220090
220010
260010
260014
220080
260020
240020240030
250053250053B250054
SS-NORTH
SS-SOUTH
SS-EAST 1
SS-EAST 2
NEW
OLD
NEW
OLD
RESIDENTIAL HOME * DETACHED GARAGES & SHEDS NOT SHOWN
NON-RESIDENTIAL STRUCTURE
FORMER AMPHENOL FACILITY
STUDY AREA PROPERTY LINE (APPROXIMATE)SANITARY SEWER STORM SEWER
* SAMPLE DATE 10/23/2018; ALL OTHER SAMPLES OBTAINED 9/14 - 9/17/2018
N
SCALE IN FEET
0' 200'
(105) = CONCENTRATION IN µg/m3
WELL TYPES: MONITORING ABANDONED RECOVER
SEWER BACK FILL AND RIGHT-OF-WAY SOIL GAS
CONCENTRATION 00>2.1 µg/m3 CONCENTRATION 0>50 µg/m3
CONCENTRATION 00>4.8 µg/m3 CONCENTRATION >500 µg/m3
