Plan_View_Contamination_Maps_from_BOD_Report_Dec_2013.pdf
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- Attached to
- 10th Street Remedial Action - Phase II, Columbus
- Solicitation number
- SOL-R7-15-00012
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Environmental Protection Agency Region 7
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Attachment 5 Contamination Maps
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NE Hwy 30 (23rd St.)
th
A ve
Restaurant Food Fast
Storm Sewer
Storm Sewer Inlet
Street Light
Shed
Dry Cleaners
Building Treatment
Prestige
AS/SVE
Customer Area
Dry Cleaning Machine
Storage
Boiler Room
Sanitary Sewer Line
Boiler
Dry Cleaning Solvent & Waste Storage (Petroleum Distillate)
Sanitary Sewer Floor Drain
(OHM Grate)
Observed Connection to Sanitary Sewer (75' West of Manhole)
Gas in Alley
OHM-AB01
OHM-AB02
OHM-AB04
OHM-AB05 OHM-AB07
OHM-F01
OHM-E03
OHM-E01
OHM-D06
OHM-D07
OHM-D01
OHM-C05
OHM-C06
OHM-B04
OHM-A08
OHM-A06
OHM-A05
OHM-A04
OHM-A03OHM-A02
OHM-A01OHM-A09
OHM-D03
(1) - 100
(0.5) - 540(0.5) - 470
ND
(0.5) - 1,600
OHM-AB06
OHM-AA06
OHM-A07
OHM-B05
OHM-B06
OHM-B09
OHM-B03
OHM-B02
OHM-B01
OHM-A10
OHM-C07
OHM-C08
OHM-D04
OHM-D05
(1) - 160
(0.5) - 48,000
(0.5) - 580
(1) - 1,500
(1) - 290
(0.5) - 2,500
(0.5) - 6,500
(0.5) - 18,000
(0.5) - 1,900
ND
NDND
ND
ND
(1) - 640
(1) - 450
ND
(1) - 6,600
(1) - 510
(1) - 27,000
(1) - 23,000
(1) - 12,000
OHM-E04
OHM-AB08
OHM-D02
OHM-E02
OHM-C02 OHM-C01
OHM-C03
OHM-C04
OHM-F02
OHM-G01OHM-G02
OHM-G03
OHM-AA01
OHM-AA02
OHM-AA03
OHM-AA04
OHM-AA05
OHM-AB03
(1) - 900 ND
(0.5) - 1,400
(0.5) - 310
ND
ND
(1) - 150
OHM-B07
OHM-C10
OHM-C09
(1.5) - 300
(1.5) - 630
ND
(1) - 36,000
(1) - 1,300
(1) - 26
(1) - 100
(1) - 110
Sewer Line Gas Line
(1) - 1,300
(1) - 210
ND
ND
ND
(1) - 580
ND
ND
ND
ND
(1) - 1,400
OHM-AA07
NDND
OHM-AA08
ND
OHM-BB02OHM-BB01 OHM-BB03
ND
ND
ND
ND
ND
ND
ND
(0.16) - 52ND (0.16) - 36
(0.33) - 71
(0.33) - 290
ND
(0.33) - 19,000
ND
(0.33) - 31
ND
ND
ND
Boring 12 Boring 8
Boring 10
Boring 7
Boring 11
Boring 9
Boring 5
Boring 1 Boring 3
Boring 4
Boring 6
Boring 2
U.S. EPA
Region 7
Legend
Filename: Fig2-5 Soil_OHM_Results_PCE_0-2.dwg Task Order Number: 3370-002 Revised: 12/20/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.5 OHM Source Area Soil PCE Results
(0 to 2 feet)
10th Street OU2 Site, Columbus, Nebraska
Accelerated Remediation Technologies (ART) Integrated Remediation System well
Sand Vapor Extraction (SVE) well (~20' Deep)
Clay Vapor Extraction (CVE) well (~6' Deep)
Air Sparge (AS) well (~70' Deep)
Monitoring Well (MW) (~20' Deep)
Pilot Combined Injection and Extraction (PCIX) well
Existing 12" Water Line
Existing 8" Sanitary Sewer Line
Existing 24" Stormwater Line
Existing 10" Water Line
Sanitary Sewer Connection noted during sewer inspectionSSC
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg (unless noted otherwise)
PCE 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
PCE > 10,000 µg/kg
Residential Soil Risk Level of 550 µg/kg
Industrial Soil Risk Level of 2,600 µg/kg
Estimated contour
ND Not Detected
August 2009 DPT Soil Sample Location (> 60 µg/kg)
August 2009 DPT Soil Sample Location (< 60 µg/kg) th
A ve
Restaurant Food Fast
Storm Sewer
Storm Sewer Inlet
Street Light
Shed
Dry Cleaners
Building Treatment
Prestige
AS/SVE
Customer Area
Dry Cleaning Machine
Storage Boiler Room
Sanitary Sewer Line
Boiler
Dry Cleaning Solvent & Waste Storage (Petroleum Distillate)
Sanitary Sewer Floor Drain
(OHM Grate)
Observed Connection to Sanitary Sewer (75' West of Manhole)
Gas in Alley
OHM-AB01 OHM-AB02 OHM-AB04 OHM-AB05 OHM-AB07
OHM-F01
OHM-E03OHM-E01
OHM-D06
OHM-D07OHM-D01
OHM-C05
OHM-C06
OHM-B04
OHM-A08
OHM-A06
OHM-A05OHM-A04OHM-A03OHM-A02OHM-A01OHM-A09
OHM-D03
(6) - 150
ND
(6) - 140
OHM-AB06
OHM-AA06
OHM-A07
OHM-B05
OHM-B06 OHM-B09OHM-B03OHM-B02
OHM-B01
OHM-A10
OHM-C07 OHM-C08
OHM-D04 OHM-D05
(5) - 380
(6) - 78
ND
ND
ND
ND
ND
OHM-E04
OHM-AB08
OHM-D02
OHM-E02
OHM-C02 OHM-C01OHM-C03OHM-C04
OHM-F02
OHM-G01
OHM-G02OHM-G03
OHM-AA01 OHM-AA02 OHM-AA03 OHM-AA04 OHM-AA05
OHM-AB03
(5) - 480 (4.5) - 92 (4) - 450
(4) - 120
ND
ND
(5) - 83
OHM-B07
OHM-C10
OHM-C09
(5) - 31
(5) - 820
Sewer Line Gas Line
ND
ND
ND
ND
ND
ND
ND
OHM-AA07
NDND
OHM-AA08
ND
OHM-BB02OHM-BB01 OHM-BB03
ND
ND
ND
ND
NDNDNDND
ND ND ND ND ND
ND
NDND
ND ND
ND
NDND ND
NDNDND
ND
ND ND
ND
ND
ND
ND
ND
ND
NE Hwy 30 (23rd St.)
ND
NDND
ND
ND
ND
ND
ND
ND
ND
ND ND
Boring 12 Boring 8
Boring 10
Boring 7
Boring 11
Boring 9
Boring 5
Boring 1 Boring 3
Boring 4
Boring 6
Boring 2
U.S. EPA
Region 7
Legend
Filename: Fig2-6 Soil_OHM_Results_PCE_4-6.dwg Task Order Number: 3370-002 Revised: 12/20/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.6 OHM Source Area Soil PCE Results
(4 to 6 feet)
10th Street OU2 Site, Columbus, Nebraska
Accelerated Remediation Technologies (ART) Integrated Remediation System well
Sand Vapor Extraction (SVE) well (~20' Deep)
Clay Vapor Extraction (CVE) well (~6' Deep)
Air Sparge (AS) well (~70' Deep)
Monitoring Well (MW) (~20' Deep)
Pilot Combined Injection and Extraction (PCIX) well
Existing 12" Water Line
Existing 8" Sanitary Sewer Line
Existing 24" Stormwater Line
Existing 10" Water Line
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg (unless noted otherwise)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
Estimated contour
ND Not Detected
NE Hwy 30 (23rd St.)
th
A ve
Restaurant Food Fast
Storm Sewer
Storm Sewer Inlet
Street Light
Shed
Dry Cleaners
Building Treatment
Prestige
AS/SVE
Customer Area
Dry Cleaning Machine
StorageBoiler Room Sanitary Sewer Line
Boiler
Dry Cleaning Solvent & Waste Storage (Petroleum Distillate)
Sanitary Sewer Floor Drain
(OHM Grate)
Observed Connection to Sanitary Sewer (75' West of Manhole)
Gas in Alley
OHM-AB01 OHM-AB02 OHM-AB04 OHM-AB05 OHM-AB07
OHM-F01
OHM-E03OHM-E01
OHM-D06
OHM-D07OHM-D01
OHM-C05
OHM-C06
OHM-B04
OHM-A08OHM-A06OHM-A05OHM-A04OHM-A03OHM-A02
OHM-A01
OHM-A09
OHM-D03
ND
(8) - 69
OHM-AB06
OHM-AA06
OHM-A07
OHM-B05 OHM-B06 OHM-B09OHM-B03OHM-B02OHM-B01
OHM-A10
OHM-C07 OHM-C08
OHM-D04 OHM-D05
(9) - 110
(9) - 140
ND
(9.5) - 58J
ND
ND
ND
ND
OHM-E04
OHM-AB08
OHM-D02
OHM-E02
OHM-C02 OHM-C01OHM-C03OHM-C04
OHM-F02
OHM-G01
OHM-G02OHM-G03
OHM-AA01 OHM-AA02 OHM-AA03 OHM-AA04 OHM-AA05
OHM-AB03
(9) - 220
(8) - 170 (8) - 73
ND
ND
(7) - 82
OHM-B07
OHM-C10OHM-C09
Sewer Line Gas Line
ND
ND
ND
ND
ND
ND
ND
OHM-AA07
NDND
OHM-AA08
ND
OHM-BB02OHM-BB01 OHM-BB03
ND
ND
ND
ND
NDNDNDND
ND ND ND ND ND
NDND
ND
ND
NDND ND
ND
NDND
ND
ND
NDND
ND
NDND
ND
ND
ND ND
ND
ND
ND
ND
NDND
ND
ND
ND
ND
ND
ND
ND
ND ND
Boring 12 Boring 8
Boring 10
Boring 7
Boring 11
Boring 9
Boring 5
Boring 1 Boring 3
Boring 4
Boring 6
Boring 2
U.S. EPA
Region 7
Legend
Filename: Fig2-7 Soil_OHM_Results_PCE_7-10.dwg Task Order Number: 3370-002 Revised: 12/20/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.7 OHM Source Area Soil PCE Results
(7 to 10 feet)
10th Street OU2 Site, Columbus, Nebraska
Accelerated Remediation Technologies (ART) Integrated Remediation System well
Sand Vapor Extraction (SVE) well (~20' Deep)
Clay Vapor Extraction (CVE) well (~6' Deep)
Air Sparge (AS) well (~70' Deep)
Monitoring Well (MW) (~20' Deep)
Pilot Combined Injection and Extraction (PCIX) well
Existing 12" Water Line
Existing 8" Sanitary Sewer Line
Existing 24" Stormwater Line
Existing 10" Water Line
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg (unless noted otherwise)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
Estimated contour
U.S. EPA
Region 7
Figure 2.8 OHM Source Area
PCE Groundwater Sample Results (17 to 20 feet) April 2013
Legend
Sand Vapor Extraction (SVE) well (~20' Deep)
Clay Vapor Extraction (CVE) well (~6' Deep)
Air Sparge (AS) well (~70' Deep)
Filename: Fig2-8 20ft-PCE.dwg Task Order Number: 3370-002 Revised: 12/20/13 MMG
SCALE IN FEET
30 600 15
N
PCE (tetrachloroethene) 5 - 100 µg/L
PCE concentrations in micrograms per liter (µg/L)
Monitoring Well (MW) (~20' Deep)
Pilot Combined Injection and Extraction (PCIX) well
Accelerated Remediation Technologies (ART) Integrated Remediation System well
10th Street OU2 Site, Columbus, Nebraska
PCE 100 - 1000 µg/L
PCE 1,000 - 10,000 µg/L
Estimated Boundary
PCE > 10,000 µg/L
Figure 2.9 OHM Source Area
PCE Groundwater Sample Results (30 feet) April 2013
Legend
Sand Vapor Extraction (SVE) well (~20' Deep)
Clay Vapor Extraction (CVE) well (~6' Deep)
Air Sparge (AS) well (~70' Deep)
Filename: Fig2-9 30ft-PCE.dwg Task Order Number: 3370-002 Revised: 12/20/13 MMG
SCALE IN FEET
30 600 15
N
Monitoring Well (MW) (~30' Deep)
Pilot Combined Injection and Extraction (PCIX) well
Accelerated Remediation Technologies (ART) Integrated Remediation System well
PCE (tetrachloroethene) 5 - 100 µg/L
PCE 100 - 1,000 µg/L
10th Street OU2 Site, Columbus, Nebraska
Estimated Boundary
PCE concentrations in micrograms per liter (µg/L)15
Figure 2.10 OHM Source Area
PCE Groundwater Sample Results (50 feet) April 2013
Legend
Sand Vapor Extraction (SVE) well (~20' Deep)
Clay Vapor Extraction (CVE) well (~6' Deep)
Filename: Fig2-10 50ft-PCE.dwg Task Order Number: 3370-002 Revised: 12/20/13 MMG
SCALE IN FEET
30 600 15
N
Air Sparge (AS) well (~70' Deep)
Pilot Combined Injection and Extraction (PCIX) well
Monitoring Well (MW) (~50' Deep)
Accelerated Remediation Technologies (ART) Integrated Remediation System well
* This well is screened 89-99 feet below ground surface (bgs)
10th Street OU2 Site, Columbus, Nebraska
PCE (tetrachloroethene) 5 - 100 µg/L
PCE (tetrachloroethene) 100 - 1,000 µg/L
Estimated Boundary
PCE concentrations in micrograms per liter (µg/L)15
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Abandoned Water Service Line
JAC-I02
th
A ve
MW-5
9th St.
Alley
Top Score Games
Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
10' Spacing
RR
JAC-J06
JAC-L05JAC-L04JAC-L03
JAC-H05
JAC-I05
JAC-H09
TOP-L02*
JAC-M01
JAC-L07
JAC-K01
JAC-J07
JAC-I04
JAC-H06
JAC-H08
JAC-L06
JAC-J08
JAC-H07
JAC-F03
JAC-E07
JAC-B01
JAC-D08
JAC-E10
JAC-A01
JAC-A02 JAC-A03 JAC-A04
JAC-A05
JAC-A06
JAC-E08
RR
JAC-E06
JAC-F04
JAC-E05 JAC-E04
JAC-D03
JAC-E03
JAC-D01
TOP-J04TOP-J05
TOP-H04
JAC-J01
JAC-J02 JAC-J03
JAC-I01
JAC-I03
JAC-H03
JAC-H01
JAC-H02
JAC-F02
JAC-G02
JAC-G01
JAC-F01
JAC-E02
(1) - 30,000
(1) - 2,900
(1) - 14,000
ND
(1.5) - 7,000
JAC-G03
JAC-G06
JAC-G05
JAC-G04
(1) - 140
(1) - 1,300
Office
(1) - 2,500
(0) - 24,000
(1) - 15,000
NS
(1) - 530
ND
(1) - 350
(1) - 520
(1) - 650
(1) - 3,000
(2.5) - 830
(1) - 13,000
(1) - 7,900
TOP-L01*
Work Room
Main Room
Storage
Unfinished
RR
Settlement Pit
(2) - 3,900
(1) - 970
(1) - 880
(1) - 6,400
(1.5) - 340
(1) - 1,900
(1) - 7,500
(1) - 290
(1) - 4,500
(1) - 1,500
(1) - 450
(1) - 150
(1) - 1,300
(1) - 680
(1) - 140
(1) - 210
ND
ND
(1) - 79
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
JAC-B02
JAC-B03
JAC-A07
JAC-A09
JAC-A10 JAC-A12
JAC-A11
JAC-B08
JAC-B09
JAC-B10
JAC-B11
(1) - 4,500
(1) - 1,600
ND
(1) - 560 (1) - 1,000 (1) - 1,100
(1) - 730 (1) - 1,100
(1) - 600(1) - 3,600
(1) - 600
(1) - 2,200
ND
(1) - 4,300
(1) - 29,000
JAC-N01
JAC-O01
JAC-P04 JAC-P03 JAC-P02 JAC-P01
JAC-G07
JAC-D02JAC-D05
JAC-D06
JAC-B12
NDNDND
(1) - 1,500(1) - 600
ND
(1) - 600
(1) - 55,000(1) - 360,000
(1) - 12,000
JAC-B04
JAC-B05JAC-B06
JAC-B07
JAC-N04
JAC-N03
JAC-N02
ND
ND
ND
ND
ND
ND
(1) - 320
(1) - 400
(1) - 7,700
(1) - 6,000
(1) - 2,600
(1) - 5,500
(1) - 13,000
(1) - 8,900
(1) - 7,200(1) - 1,900
(1) - 450
(1) - 300,000
(1) - 680
JAC-M02
JAC-AA04
JAC-AA03 JAC-AA02 JAC-AA01
JAC-B13
NDNDND
ND
JAC-D07
JAC-E09
JAC-I06
JAC-M03
(1) - 290
(1) - 1,600
(1) - 6,100
(1) - 770
(1) - 5,000
(1) - 10,000
ND
(1) - 790
ND
ND
ND
ND
JAC-A08
NS
JAC-E01
Former Loading Dock
Office (Main Floor)
Boiler Room (Basement Level - No Access) Basement Level
(8 ft bgs)
Back Door
Former Dry Cleaning Machines
JAC-B14
JAC-A13
JAC-D09
JAC-E11
JAC-F05
JAC-G08
JAC-I07
JAC-J09
JAC-K02
(1) - 23J
(1) - 28
(1) - 11
ND
ND
(1) - 18
(1) - 12
ND
ND
U.S. EPA
Region 7
Legend
Filename: Fig2-11 Soil_Jackson_Results_PCE_0-2.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.11 Former Jackson Services Source Area
Soil PCE Results (0 to 2 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line E E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level (8 ft bgs)
DPT Soil Sample Location (> 60 µg/kg)
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
* TOP-L01 and TOP-L02 were only sampled to 6.5 feet and 9 feet respectively due to flowing sand.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
PCE 10,000 - 100,000 µg/kg
PCE > 100,000 µg/kg
Not DetectedND
Not SampledNS
Residential Soil Risk Level of 550 µg/kg
Industrial Soil Risk Level of 2,600 µg/kg
DPT Boring Location
Estimated contour
Former Loading Dock
Back Door
Former Dry Cleaning Machines
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G th
A ve
MW-5
9th St.
EL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Alley
Top Score Games
Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
10' Spacing
RR
JAC-J06
JAC-L05JAC-L04
JAC-L03
JAC-H05
JAC-I05
JAC-H09
TOP-L02*
JAC-M01
JAC-L07
JAC-K01
JAC-J07
JAC-I04
JAC-H06JAC-H08
JAC-L06
JAC-J08
JAC-H07
JAC-F03
JAC-E07
JAC-B01
JAC-D08
JAC-E10
JAC-A01 JAC-A02
JAC-A03
JAC-A04 JAC-A05
JAC-A06
JAC-E08
RR
JAC-E06
JAC-F04
JAC-E05
JAC-E04
JAC-D03
JAC-E03
JAC-D01
TOP-J04TOP-J05
TOP-H04
JAC-J01
JAC-J02
JAC-J03
JAC-I02 JAC-I01
JAC-I03
JAC-H03
JAC-H01
JAC-H02
JAC-F02
JAC-G02
JAC-G01
JAC-F01
JAC-E02
(4) - 2,100
(6) - 250
(6) - 160
NS
(4.5) - 150
JAC-G03
JAC-G06
JAC-G05
JAC-G04
ND
ND
Office
(4.5) - 260
(4) - 510
(5) - 86
(6) - 370(5) - 95
(5) - 200
(5) - 130
(6) - 180
(5) - 160
(5) - 260
(5) - 2,000
NS
(6) - 200
ND
TOP-L01*
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
(5.5) - 190
ND
ND
(6) - 260,000
(6) - 92
ND
ND
ND
(5) - 530
ND
ND
ND
ND
ND
ND
ND
ND
ND
(6) - 65
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
JAC-B02JAC-B03
JAC-A07
JAC-A09 JAC-A10 JAC-A12JAC-A11
JAC-B08
JAC-B09
JAC-B10
JAC-B11
(6) - 420
(6) - 190
ND ND
ND
ND (6) - 110
ND ND
(5) - 71
(5) - 180
ND ND ND
(4.5) - 240
JAC-E01
JAC-N01
JAC-O01
JAC-P04 JAC-P03 JAC-P02 JAC-P01
JAC-G07
JAC-D02
JAC-D05
JAC-D06 JAC-D04
JAC-B12
NDNDND
NDND ND
(5) - 340(4) - 660(5) - 2,600
(5) - 1,000
JAC-B04JAC-B05JAC-B06
JAC-B07
JAC-N04JAC-N03JAC-N02
ND
ND
ND
ND
ND
ND
ND
(5) - 100
(4) - 440
(5) - 66
(4) - 970
(5) - 430
ND
ND
(4.5) - 550
ND
(5.5) - 71
ND
(5) - 650
ND
JAC-M02
JAC-AA04 JAC-AA03 JAC-AA02 JAC-AA01
JAC-B13
NDNDNDND
JAC-D07
JAC-E09
JAC-I06
JAC-M03
(5) - 730
(5) - 380
ND
ND
(5) - 130
ND
ND
(4) - 360
ND
ND
ND ND
JAC-A08
Office (Main Floor)
Boiler Room (Basement Level - No Access)
Basement Level (8 ft bgs)
U.S. EPA
Region 7
Legend
Filename: Fig2-12 Soil_Jackson_Results_PCE_4-6.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.12 Former Jackson Services Source Area
Soil PCE Results (4 to 6 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line E E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level (8 ft bgs)
DPT Soil Sample Location (> 60 µg/kg)
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
* TOP-L01 and TOP-L02 were only sampled to 6.5 feet and 9 feet respectively due to flowing sand.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
PCE 10,000 - 100,000 µg/kg
PCE > 100,000 µg/kg
ND Not Detected
DPT Boring Location
NS Not Sampled
Former Loading Dock
Office (Main Floor)
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
Boiler Room (Basement Level - No Access) th
A ve
MW-5
9th St.
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Alley
Top Score Games
Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
10' Spacing
RR
JAC-J06
JAC-L05JAC-L04JAC-L03
JAC-H05
JAC-I05
JAC-H09
TOP-L02*
JAC-M01
JAC-L07
JAC-K01
JAC-J07
JAC-I04
JAC-H06JAC-H08
JAC-L06
JAC-J08
JAC-H07
JAC-F03
JAC-E07
JAC-B01
JAC-D08
JAC-E10
JAC-A01 JAC-A02 JAC-A03 JAC-A04 JAC-A05 JAC-A06
JAC-E08
RR
JAC-E06
JAC-F04
JAC-E05
JAC-E04
JAC-D03
JAC-E03
JAC-D01
TOP-J04
TOP-J05
TOP-H04
JAC-J01
JAC-J02
JAC-J03
JAC-I02
JAC-I01
JAC-I03
JAC-H03 JAC-H01
JAC-H02
JAC-BL02JAC-BL03
JAC-BL01
JAC-F02
JAC-G02
JAC-G01
JAC-F01
JAC-E02
JAC-BL04
JAC-BL05
(8) - 160
(8) - 94
ND
(7) - 190
(7) - 120
JAC-G03
JAC-G06
JAC-G05 JAC-G04
ND
ND
Office
ND
(8) - 260
(7) - 200
(9) - 200
(7) - 69
ND
ND
ND
(7) - 100
(7) - 160
(7) - 290
(7) - 70
(8) - 150
(7) - 78
TOP-L01*
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
(7) - 97
(9) - 130
ND
ND
(7) - 18,000
(9) - 310
(10) - 110
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
ND
ND
ND
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
JAC-B02JAC-B03
JAC-A07 JAC-A09 JAC-A10 JAC-A12JAC-A11
JAC-B08JAC-B09JAC-B10
JAC-B11
ND
ND
ND ND NDND ND ND
(7) - 110
JAC-E01
JAC-N01
JAC-O01
JAC-P04 JAC-P03 JAC-P02 JAC-P01
JAC-G07
JAC-D02
JAC-D05
JAC-D06
JAC-B12
NDNDND
NDND ND
(7) - 95
ND
(7) - 560(7) - 420
JAC-B04
JAC-B05
JAC-B06JAC-B07
JAC-N04JAC-N03JAC-N02
ND
ND
ND
ND
ND
ND
ND
(7) - 100
ND
ND(7) - 80
NDNDND
(10) - 100
ND
(8.5) - 95
(8.5) - 830 ND
ND
ND
ND
(7) - 190 (8.5) - 68
ND
JAC-M02
JAC-AA04 JAC-AA03 JAC-AA02 JAC-AA01
JAC-B13
NDNDNDND
JAC-D07
JAC-E09
JAC-I06
JAC-M03
ND
(7) - 130
ND
(7) - 170
ND
ND
ND
ND
ND
ND
ND ND
JAC-A08
ND ND ND ND ND ND
Basement Level (8 ft bgs)
Back Door
Former Dry Cleaning Machines
U.S. EPA
Region 7
Legend
Filename: Fig2-13 Soil_Jackson_Results_PCE_7-10.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.13 Former Jackson Services Source Area
Soil PCE Results (7 to 10 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line E E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level
DPT Soil Sample Location (> 60 µg/kg)
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
* TOP-L01 and TOP-L02 were only sampled to 6.5 feet and 9 feet respectively due to flowing sand.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
PCE 10,000 - 100,000 µg/kg
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
MW-5
9th St.
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Alley
Top Score Games
Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
10' Spacing
RR
JAC-J06
JAC-L05JAC-L04JAC-L03
JAC-H05
JAC-I05
JAC-H09
TOP-L02*
JAC-M01
JAC-L07
JAC-K01
JAC-J07
JAC-I04
JAC-H06JAC-H08
JAC-L06
JAC-J08
JAC-H07
JAC-F03
JAC-E07
JAC-B01
JAC-D08
JAC-E10
JAC-A01 JAC-A02 JAC-A03 JAC-A04 JAC-A05 JAC-A06
JAC-E08
RR
JAC-E06
JAC-F04
JAC-E05 JAC-E04
JAC-D03
JAC-E03
JAC-D01
TOP-J04TOP-J05
TOP-H04
JAC-J01
JAC-J02 JAC-J03
JAC-I02 JAC-I01 JAC-I03
JAC-H03
JAC-H01
JAC-H02
JAC-BL02
JAC-BL03
JAC-BL01
JAC-F02
JAC-G02
JAC-G01
JAC-F01
JAC-E02
JAC-BL04
JAC-BL05
ND
ND
ND(11) - 940
ND
JAC-G03
JAC-G06 JAC-G05 JAC-G04
ND
ND
Office
ND
ND
ND
(13) - 6,900
ND
ND
ND
ND
NDND
(11) - 3,900
(11) - 1,100
ND
ND
TOP-L01*
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
(11) - 460
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
ND
ND
(11.5) - 1,500
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
JAC-B02JAC-B03
JAC-A07 JAC-A09 JAC-A10 JAC-A12JAC-A11
JAC-B08JAC-B09JAC-B10JAC-B11
ND
ND
ND ND
ND
JAC-E01
JAC-N01
JAC-O01
JAC-P04 JAC-P03 JAC-P02 JAC-P01
JAC-G07
JAC-D02JAC-D05JAC-D06
JAC-B12
NDNDND
NDND ND
(12) - 450
NDND
(12) - 180
JAC-B04
JAC-B05JAC-B06
JAC-B07
JAC-N04JAC-N03JAC-N02
ND
ND
ND
ND
ND
ND
ND
ND
ND NDND
ND
NDNDNDND
ND
ND
ND
ND
ND
ND
ND
ND
JAC-M02
JAC-AA04 JAC-AA03 JAC-AA02 JAC-AA01
JAC-B13
NDNDNDND
JAC-D07
JAC-E09
JAC-I06
JAC-M03
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND ND
JAC-A08
ND ND NDNDNDNDNDNDNDND
Former Loading Dock
Back Door
Former Dry Cleaning Machines
Office (Main Floor)
Boiler Room (Basement Level - No Access)
Basement Level (8 ft bgs)
U.S. EPA
Region 7
Legend
Filename: Fig2-14 Soil_Jackson_Results_PCE_11-13.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.14 Former Jackson Services Source Area
Soil PCE Results (11 to 13 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line E E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level ( 8 ft bgs)
DPT Soil Sample Location (> 60 µg/kg)
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
* TOP-L01 and TOP-L02 were only sampled to 6.5 feet and 9 feet respectively due to flowing sand.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
Office (No Access)
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
Boiler Room (basement level) th
A ve
MW-5
9th St.
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Alley
Top Score Games
Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
10' Spacing
RR
JAC-J06
JAC-L05JAC-L04JAC-L03
JAC-H05
JAC-I05
JAC-H09
TOP-L02*
JAC-M01
JAC-L07
JAC-K01
JAC-J07
JAC-I04
JAC-H06JAC-H08
JAC-L06
JAC-J08
JAC-H07
JAC-F03
JAC-E07
JAC-B01
JAC-D08
JAC-E10
JAC-A01 JAC-A02 JAC-A03 JAC-A04 JAC-A05 JAC-A06
JAC-E08
RR
JAC-E06
JAC-F04
JAC-E05 JAC-E04
JAC-D03
JAC-E03
JAC-D01
TOP-J04TOP-J05
TOP-H04
JAC-J01 JAC-J02 JAC-J03
JAC-I02
JAC-I01
JAC-I03
JAC-H03
JAC-H01
JAC-H02
JAC-BL02
JAC-BL03
JAC-BL01
JAC-F02
JAC-G02
JAC-G01
JAC-F01
JAC-E02
JAC-BL04
JAC-BL05
(15) - 330
(14) - 160
ND
ND
ND
JAC-G03JAC-G06
JAC-G05
JAC-G04
ND
ND
Office
(16) - 160B
(16) - 1,500
(16) - 1,000
ND
ND
(16) - 86B
ND
ND
ND(15) - 270
(15.5) - 290
(15) - 110
(14) - 170
ND
TOP-L01*
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
(15) - 380
ND
ND
(14) - 160
ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
ND
ND
(15.5) - 130
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
JAC-B02JAC-B03
JAC-A07 JAC-A09 JAC-A10 JAC-A12JAC-A11
JAC-B08JAC-B09JAC-B10JAC-B11
ND
ND
ND ND ND ND ND ND NDND ND ND ND ND
(14.5) - 88
JAC-E01
JAC-N01
JAC-O01
JAC-P04 JAC-P03 JAC-P02 JAC-P01
JAC-G07
JAC-D02JAC-D05JAC-D06
JAC-D04
JAC-B12
NDNDND
NDND NDNDND
(14) - 9,600
ND
JAC-B04JAC-B05
JAC-B06
JAC-B07
JAC-N04JAC-N03JAC-N02
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NDNDNDNDND
ND
ND
ND
ND
ND
ND
ND
ND
JAC-M02
JAC-AA04 JAC-AA03 JAC-AA02 JAC-AA01
JAC-B13
NDNDNDND
JAC-D07
JAC-E09
JAC-I06
JAC-M03
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND ND
JAC-A08
Basement Level (8 ft bgs)
U.S. EPA
Region 7
Legend
Filename: Fig2-15 Soil_Jackson_Results_PCE_14-16.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
SCALE IN FEET
20 400 10
N
Figure 2.15 Former Jackson Services Source Area
Soil PCE Results (14 to 16 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line E E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level (8 ft bgs)
DPT Soil Sample Location (> 60 µg/kg)
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
* TOP-L01 and TOP-L02 were only sampled to 6.5 feet and 9 feet respectively due to flowing sand.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
Not DetectedND
B Analyte was found in associated method blank as well as sample
C A
CATV
Cleaners Liberty
Services Jackson Former
Office (No Access)
G G G G G G G G G G G G G G G G G
Boiler Room (basement level) th
A ve
MW-5
TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL
E E E E E E E E E E E E E E E E E E E E
Alley
Top Score Games Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
RR
RR
Office
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
Basement Level (8 ft bgs)
JAC-GW19 JAC-GW18 JAC-GW17
JAC-GW13
JAC-GW09
JAC-GW10
JAC-GW11
JAC-GW08
JAC-GW15
JAC-GW12
JAC-GW14
JAC-GW07
JAC-GW01
JAC-GW16
JAC-GW06
JAC-GW04
JAC-GW05
JAC-GW03
JAC-GW02
9th St.
2.68.661
PCE TCE cisDepth (ft.)
135.124
PCE TCE cisDepth (ft.)
2.51368
PCE TCE cisDepth (ft.)
1U6.136.6
PCE TCE cisDepth (ft.)
16 9.620.7151.3J
PCE TCE cisDepth (ft.)
16 23.923.4148.2J
PCE TCE cisDepth (ft.)
6.1
3.53.1
PCE TCE cisDepth (ft.)
17 17.6
101.5
PCE TCE cisDepth (ft.)
14 18
172413
PCE TCE cisDepth (ft.)
8.3J1870
PCE TCE cisDepth (ft.)
131629
PCE TCE cisDepth (ft.)
13.130.53
PCE TCE cisDepth (ft.)
15.91.6
PCE TCE cisDepth (ft.)
2.312.51.2
PCE TCE cisDepth (ft.)
2.46.418
PCE TCE cisDepth (ft.)
2.1822
PCE TCE cisDepth (ft.)
3.53.5
PCE TCE cisDepth (ft.)
14 22 5.13.5
PCE TCE cisDepth (ft.)
14 11
1U1.6
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.)
1U
U.S. EPA
Region 7
Legend
Filename: Fig2-16_Jackson_GWSampLocs_16.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
Figure 2.16 Former Jackson Services Source Area
Groundwater Results (16 feet bgs) April 2011
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line
TEL Existing Telephone Line
G Existing Natural Gas Line
E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level (8 ft bgs)
DPT Groundwater Sample Locations
SCALE IN FEET
25 500 12.5
N
37 Concentrations in µg/L from EPA Region 7 lab
37 Concentrations in µg/L from EPA mobile lab
J Estimated
U Not detected above stated reporting limit
ft. Feet below ground surface
PCE (tetrachloroethene) 5 - 50 µg/L
PCE 50 - 100 µg/L
PCE 100 - 500 µg/L
1. DPT groundwater samples collected in March 2011 and June 2011. Monitoring well groundwater samples collected in April 2011.
2. Inset map plume based on April 2011 monitoring well groundwater samples. The former Jackson Services source area and the surrounding area has TCE groundwater concentrations are generally greater than 5 µg/L. The larger TCE plume is not shown on the figure; only PCE plumes greater than 5 µg/L were mapped for clarity.
TCE 5 - 50 µg/L
INSET MAP
Office (No Access)
G G G G G G G G G G G G G
Boiler Room (basement level) th
A ve
MW-5
Alley
Top Score Games Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
RR
RR
Office
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
Gas Line
Current Gas Line
Abandoned Water Service Line
Basement Level (8 ft bgs)
JAC-GW19 JAC-GW18 JAC-GW17
JAC-GW13
JAC-GW09
JAC-GW10
JAC-GW11
JAC-GW08
JAC-GW15
JAC-GW12
JAC-GW14
JAC-GW07
JAC-GW01
JAC-GW16
JAC-GW06
JAC-GW04
JAC-GW05
JAC-GW03
JAC-GW02
9th St.
PCE TCE cisDepth (ft.)
18830.5U30
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.)
28620.5U30
PCE TCE cisDepth (ft.)
47.33.61.730
50.230
PCE TCE cisDepth (ft.)
270.9930 5.3
PCE TCE cisDepth (ft.)
162.230 19
PCE TCE cisDepth (ft.)
8.230 446.7
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.)
13250.5U30
PCE TCE cisDepth (ft.)
42170.5U30
PCE TCE cisDepth (ft.)
12.156.31U30
PCE TCE cisDepth (ft.)
22.5145.8J1U30
PCE TCE cisDepth (ft.)
32.4141U30
PCE TCE cisDepth (ft.)
18110.5U30
PCE TCE cisDepth (ft.)
4.5 35
33.128.4
PCE TCE cisDepth (ft.)
22290.5U30
36440.5U30
31393.330
PCE TCE cisDepth (ft.)
15.34.430
PCE TCE cisDepth (ft.)
17.4430
Cleaners Liberty
Services Jackson Former
U.S. EPA
Region 7
Legend
Filename: Fig2-17_Jackson_GWSampLocs_30.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
Figure 2.17 Former Jackson Services Source Area
Groundwater Results (30 feet bgs) April 2011
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line
TEL Existing Telephone Line
G Existing Natural Gas Line
E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level (8 ft bgs)
DPT Groundwater Sample Locations
SCALE IN FEET
25 500 12.5
N
37 Concentrations in µg/L from EPA Region 7 lab
37 Concentrations in µg/L from EPA mobile lab
J Estimated
U Not detected above stated reporting limit
ft. Feet below ground surface
PCE (tetrachloroethene) 5 - 50 µg/L
TCE 50 - 100 µg/L
Estimated contour
1. DPT groundwater samples collected in March 2011 and June 2011. Monitoring well groundwater samples collected in April 2011.
2. Inset map plume based on April 2011 monitoring well groundwater samples.
The former Jackson Services source area and surrounding areas TCE groundwater concentrations are generally greater than 5 µg/L. The larger TCE plume is not shown on the figure; only the TCE plumes greater than 50 µg/L were mapped for clarity.
TCE 100 - 500 µg/LTCE 5 - 50 µg/L
Cleaners Liberty
Services Jackson Former
Office (No Access)
G G G G G G G G G G G G G
Boiler Room (basement level) th
A ve
MW-5
E E E E E E E E E E E E E E E
Alley
Top Score Games Bailer
Office
Bermed Area
RR
City Recycling Center
Drain indicated on site sketches (Not observed)
RR
RR
Office
Work Room Main Room
Storage
Unfinished
RR
Settlement Pit
Abandoned Gas Line
Current Gas Line
Abandoned Water Service Line
Basement Level (8 ft bgs)
JAC-GW19 JAC-GW18 JAC-GW17
JAC-GW13
JAC-GW09
JAC-GW10
JAC-GW11
JAC-GW08
JAC-GW15
JAC-GW12
JAC-GW14
JAC-GW07
JAC-GW01
JAC-GW16
JAC-GW06
JAC-GW04
JAC-GW05
JAC-GW03
JAC-GW02
9th St.
PCE TCE cisDepth (ft.)
141701U60
PCE TCE cisDepth (ft.)
111200.5U60
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.) PCE TCE cisDepth (ft.) PCE TCE cisDepth (ft.)
23.7192J1U60
PCE TCE cisDepth (ft.)
25.13.460
12.658 38J
3.858 110J10
PCE TCE cisDepth (ft.)
3.9J58 955.2
PCE TCE cis
161100.660
Depth (ft.)
PCE TCE cisDepth (ft.)
181300.5UJ60
PCE TCE cisDepth (ft.)
30.4177.5J1U56
PCE TCE cisDepth (ft.)
48.11U 182.7J
PCE TCE cisDepth (ft.)
32.9212.6J1U60
PCE TCE cisDepth (ft.)
411701U60
PCE TCE cisDepth (ft.)
113.5J
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.)
PCE TCE cisDepth (ft.)
6.760 1400.5U
PCE TCE cis
101601U60
Depth (ft.)
181401U60
24198.2J1U60
39.7219.1J1U60 34.4178.6J5.460
PCE TCE cisDepth (ft.)
310.5U60 280
U.S. EPA
Region 7
Legend
Filename: Fig2-18_Jackson_GWSampLocs_60.dwg Task Order Number: 3370-002 Revised: 11/11/13 MMG
Figure 2.18 Former Jackson Services Source Area
Groundwater Results (60 feet bgs) April 2011
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line
TEL Existing Telephone Line
G Existing Natural Gas Line
E Existing Electrical Line
Floor Drain
Sanitary Sewer Lines within Building
Rest RoomRR
Features indicated inside this area are at basement level (8 ft bgs)
DPT Groundwater Sample Locations
SCALE IN FEET
25 500 12.5
N
37 Concentrations in µg/L from EPA Region 7 lab
37 Concentrations in µg/L from EPA mobile lab
J Estimated
U Not detected above stated reporting limit
ft. Feet below ground surface
PCE (tetrachloroethene) 5 - 50 µg/L
TCE 5 - 50 µg/L
TCE 50 - 100 µg/L
1. DPT groundwater samples collected in March 2011 and June 2011. Monitoring well groundwater samples collected in April 2011.
2. Inset map based on April 2011 monitoring well groundwater samples. The former Jackson Services source area and the surrounding area TCE groundwater concentrations are generally greater than 5 µg/L. The larger TCE plume is not shown on the figure; only the TCE plumes greater than 50 µg/L were mapped for clarity.
Estimated contour
TCE 100 - 500 µg/L
INSET
MAP
Former Dry Cleaning Machine
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G
G G
G G
G GAlley th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
G G
G G
G G
G G
G G
G G
G G
Front Door
LIB-A09 LIB-A01
LIB-A02
LIB-A03 LIB-A04
LIB-B03
LIB-B04 LIB-B01
LIB-C05
LIB-C04
LIB-C01
LIB-C06 LIB-C02
LIB-D03
LIB-D02 LIB-D01
LIB-E01 LIB-E05 LIB-E04
LIB-E03LIB-E02
LIB-Z11 LIB-Z01
LIB-Z02
LIB-Z09
LIB-Z07
LIB-Z08
LIB-Z04
MW-1
(6) - 220
(6) - 5,300
(4) - 200
(5) - 64
LIB-Z03
LIB-Z06
LIB-Z05
(5) - 240
ND
(4.5) - 160
LIB-AA01LIB-AA02 ND
ND
LIB-C03
ND
LIB-AA03
ND
G
G G
G G
G G
LIB-B02
LIB-A10LIB-A11
LIB-A12
LIB-A07LIB-A06LIB-A05LIB-A08
(5) - 250
LIB-F01LIB-F02LIB-F03Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
(4) - 290
LIB-AA04
(6) - 100
(6) - 300
ND ND
ND
ND
ND
ND
ND
ND
ND
LIB-E06
LIB-E07
LIB-E11
LIB-E10
LIB-E08
LIB-E09
LIB-CC02
LIB-BB02
LIB-AA05
(6) - 560
ND
ND
ND
(5) - 1,100
ND
(5) - 320
(5) - 1,500
(5) - 190
ND
ND
LIB-BB01
ND
LIB-CC01
ND
LIB-AX01
ND
(5) - 1,100
ND
ND ND
ND
LIB-CC03
LIB-DD01LIB-DD02
LIB-DD03
LIB-Z10
ND
ND
NDND
ND
NDND
ND
ND
NDND
ND
ND
ND
ND ND
ND
ND ND
ND
ND
Liberty Cleaners
Former Liberty Cleaners
Warehouse Property
Machine Room
U.S. EPA
Region 7
Legend
Filename: Fig2-23 Soil_Liberty_Results_PCE_4-6.dwg Task Order Number: 3370-002 Revised: 12/23/13 MMG
SCALE IN FEET
15 300 7.5
N
Figure 2.23 Liberty Cleaners Source Area
Soil PCE Results (4 to 6 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
Total dimensions of building are 74' x 66'. Liberty Cleaners is 21.5' x 66'.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
PCE 1,000 - 10,000 µg/kg
Estimated contour
Not DetectedND
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G
G G
G G
G GAlley th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
G G
G G
G G
G G
G G
G G
G G
Front Door
LIB-A09
LIB-A01
LIB-A02
LIB-A03 LIB-A04
LIB-B03 LIB-B04 LIB-B01
LIB-C05
LIB-C04
LIB-C01 LIB-C06 LIB-C02
LIB-D03 LIB-D02 LIB-D01
LIB-E01 LIB-E05 LIB-E04
LIB-E03LIB-E02
LIB-Z11 LIB-Z01
LIB-Z02
LIB-Z09
LIB-Z07
LIB-Z08
LIB-Z04
MW-1
(8) - 290
(7) - 240
(9) - 110
LIB-Z03
LIB-Z06
LIB-Z05
ND
ND
LIB-AA01
LIB-AA02
(7) - 61
ND
LIB-C03
LIB-AA03
G
G G
G G
G G
LIB-B02
LIB-A10
LIB-A11
LIB-A12
LIB-A07LIB-A06LIB-A05LIB-A08
(9) - 1,200
LIB-F01LIB-F02LIB-F03Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
(10) - 240
LIB-AA04
(8) - 64
ND
ND
ND
ND
ND
ND
LIB-E06
LIB-E07
LIB-E11
LIB-E10
LIB-E08
LIB-E09
LIB-CC02
LIB-BB02
LIB-AA05
(9) - 220
(10) - 90
ND
ND
(7) - 170
(10) - 610
(10) - 240
(9) - 91
ND
ND
LIB-BB01
ND
LIB-CC01
ND
LIB-AX01
ND
(10) - 66
ND
(8) - 250
ND ND
ND
LIB-CC03
LIB-DD01LIB-DD02
LIB-DD03
LIB-Z10
ND
NDND
ND
NDND
ND ND
ND
ND
ND
NDND
ND
NDND
ND
ND
ND
ND
ND
NDND
ND
ND
ND
ND
ND
ND
Former Dry Cleaning Machine
Machine Room
Former Liberty Cleaners
Warehouse Property
Liberty Cleaners
U.S. EPA
Region 7
Legend
Filename: Fig2-24 Soil_Liberty_Results_PCE_7-10.dwg Task Order Number: 3370-002 Revised: 12/23/13 MMG
SCALE IN FEET
15 300 7.5
N
Figure 2.24 Liberty Cleaners Source Area
Soil PCE Results (7 to 10 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
Total dimensions of building are 74' x 66'. Liberty Cleaners is 21.5' x 66'.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
PCE (tetrachloroethene) 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G
G G
G GAlley th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
G G
G G
G G
G G
G G
G G
G G
Front Door
LIB-A09 LIB-A01
LIB-A02
LIB-A03 LIB-A04
LIB-B03 LIB-B04 LIB-B01
LIB-C05
LIB-C04
LIB-C01 LIB-C06 LIB-C02
LIB-D03 LIB-D02 LIB-D01
LIB-E01
LIB-E05
LIB-E04
LIB-E03LIB-E02
LIB-Z11
LIB-Z01
LIB-Z02
LIB-Z09
LIB-Z07
LIB-Z08
LIB-Z04
MW-1
(12) - 5,200
(11) - 550
LIB-Z03
LIB-Z06
LIB-Z05
(11) - 210
(11) - 210
ND
LIB-AA01LIB-AA02
ND
LIB-C03
LIB-AA03
G
G G
G G
G G
LIB-B02
LIB-A10
LIB-A11
LIB-A12
LIB-A07LIB-A06LIB-A05LIB-A08
(12) - 2,300
LIB-F01LIB-F02LIB-F03Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
LIB-AA04
(12) - 600 ND
ND
ND
(11) - 110
ND
ND
(13) - 140
LIB-E06
LIB-E07
LIB-E11
LIB-E10
LIB-E08
LIB-E09
LIB-CC02
LIB-BB02
LIB-AA05
(13) - 81 (12) - 1,100
ND
ND
(11) - 120
ND
(11) - 1,000
ND
LIB-BB01
ND
LIB-CC01
ND
LIB-AX01
ND
ND
ND ND
ND
LIB-CC03
LIB-DD01LIB-DD02
LIB-DD03
LIB-Z10
ND
NDND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
(12) - 69ND
ND
NDND ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND ND
Former Dry Cleaning Machine
Machine Room
Former Liberty Cleaners
Warehouse Property
Liberty Cleaners
U.S. EPA
Region 7
Legend
Filename: Fig2-25 Soil_Liberty_Results_PCE_11-13.dwg Task Order Number: 3370-002 Revised: 12/23/13 MMG
SCALE IN FEET
15 300 7.5
N
Figure 2.25 Liberty Cleaners Source Area
Soil PCE Results (11 to 13 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
Total dimensions of building are 74' x 66'. Liberty Cleaners is 21.5' x 66'.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
PCE 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G
G G
G GAlley th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
G G
G G
G G
G G
G G
G G
G G
Front Door
LIB-A09 LIB-A01 LIB-A02 LIB-A03 LIB-A04
LIB-B03 LIB-B04 LIB-B01
LIB-C05
LIB-C04
LIB-C01 LIB-C06 LIB-C02
LIB-D03 LIB-D02 LIB-D01
LIB-E01 LIB-E05 LIB-E04
LIB-E03LIB-E02
LIB-Z11 LIB-Z01
LIB-Z02
LIB-Z09
LIB-Z07 LIB-Z08
LIB-Z04
MW-1
(16) - 3,700(16) - 840
LIB-Z03
LIB-Z06
LIB-Z05
ND
LIB-AA01LIB-AA02
ND
LIB-C03
LIB-AA03
G
G G
G G
G G
LIB-B02
LIB-A10LIB-A11
LIB-A12
LIB-A07LIB-A06LIB-A05LIB-A08
LIB-F01LIB-F02LIB-F03Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
LIB-AA04
ND
ND
ND ND
ND
LIB-E06
LIB-E07
LIB-E11
LIB-E10
LIB-E08
LIB-E09
LIB-CC02
LIB-BB02
LIB-AA05
ND
ND
ND
ND
LIB-BB01
ND
LIB-CC01
ND
LIB-AX01
ND
ND
ND ND
ND
LIB-CC03
LIB-DD01LIB-DD02
LIB-DD03
LIB-Z10
ND
NDND
ND
NDND
ND
NDND
ND
NDND
NDND
ND
ND
ND
ND
ND
ND
ND
ND
NDND
ND
ND
ND ND
ND
ND
ND
NDND NDND
ND
ND ND ND ND
ND
ND
ND
ND
Former Dry Cleaning Machine
Machine Room
Former Liberty Cleaners
Warehouse Property
Liberty Cleaners
U.S. EPA
Region 7
Legend
Filename: Fig2-26 Soil_Liberty_Results_PCE_14-16.dwg Task Order Number: 3370-002 Revised: 12/23/13 MMG
SCALE IN FEET
15 300 7.5
N
Figure 2.26 Liberty Cleaners Source Area
Soil PCE Results (14 to 16 feet)
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
Note:
Sample depth indicated is from the top of the 0.5' sample interval.
Total dimensions of building are 74' x 66'. Liberty Cleaners is 21.5' x 66'.
(2) - 1,000 (feet bgs) - PCE concentration in µg/kg
DPT Soil Sample Location (> 60 µg/kg)
DPT Soil Sample Location (< 60 µg/kg)
PCE 60 - 100 µg/kg
PCE 100 - 1,000 µg/kg
Services Jackson
Cleaners Liberty
Former
Alley
10th Street th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
Front Door
MW-1
Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
Former Dry Cleaning Machine
Machine Room
Former Liberty Cleaners
Warehouse Property
Liberty CleanersLIB-GW14
LIB-GW15
LIB-GW16
LIB-GW01 LIB-GW02
LIB-GW03
LIB-GW13
LIB-GW08
LIB-GW11
LIB-GW07
LIB-GW12
LIB-GW10 LIB-GW09
LIB-GW04 LIB-GW05 LIB-GW06
PCE TCE cisDepth (ft.)
5.51.823.1
PCE TCE cisDepth (ft.)
117.7
MW-2
U.S. EPA
Region 7
Legend
Filename: Fig-2-27_Liberty_GWSampLocs_16.dwg Task Order Number: 3370-002 Revised: 11/8/13 MMG
SCALE IN FEET
25 500 12.5
N
Figure 2.27 Liberty Cleaners Source Area
Groundwater Results (16 feet bgs) April 2011
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
DPT Groundwater Sample Locations
1. DPT groundwater samples collected in March 2011 and June 2011. Monitoring well groundwater samples collected in April 2011.
2. Inset map plume based on April 2011 monitoring well groundwater samples.
J Estimated
U Not detected above stated reporting limit
ft. Feet below ground surface
PCE 5 - 50 µg/L
PCE 50 - 100 µg/L
Estimated contour
TCE 5 - 50 µg/L
Alley
10th Street th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
Front Door
MW-1
Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
Former Dry Cleaning Machine
Machine Room
Former Liberty Cleaners
Warehouse Property
Liberty CleanersLIB-GW14
LIB-GW15
LIB-GW16
LIB-GW01
LIB-GW02
LIB-GW03
LIB-GW13
LIB-GW08
LIB-GW11
LIB-GW07
LIB-GW12
LIB-GW10 LIB-GW09
LIB-GW04 LIB-GW05 LIB-GW06
Cleaners Liberty
Services Jackson Former
U.S. EPA
Region 7
Legend
Filename: Fig-2-28_Liberty_GWSampLocs_30.dwg Task Order Number: 3370-002 Revised: 11/8/13 MMG
SCALE IN FEET
25 500 12.5
N
Figure 2.28 Liberty Cleaners Source Area
Groundwater Results (30 feet bgs) April 2011
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
DPT Groundwater Sample Locations
1. DPT groundwater samples collected in March 2011 and June 2011. Monitoring well groundwater samples collected in April 2011.
2. Inset map plume based on April 2011 monitoring well groundwater samples.
J Estimated
U Not detected above stated reporting limit
ft. Feet below ground surface
PCE 5 - 50 µg/L
TCE 5 - 50 µg/L
Estimated contour
TCE 50 - 100 µg/L
MW-13
Cleaners Liberty
Services Jackson Former
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G
G G
G
Alley
10th Street th
A ve nu e
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
Front Office
Press Room
RR
G G
G G
G G
G G
Front Door
MW-1
G G
G
Warehouse Property Fenced Yard
Steel Plate Above ground water faucet
Former Dry Cleaning Machine
Machine Room
Former Liberty Cleaners
Warehouse Property
Liberty CleanersLIB-GW14
LIB-GW15
LIB-GW16
LIB-GW01
LIB-GW02
LIB-GW03
LIB-GW13
LIB-GW08
LIB-GW11
LIB-GW07
LIB-GW12
LIB-GW10 LIB-GW09
LIB-GW04 LIB-GW05 LIB-GW06
MW-2
U.S. EPA
Region 7
Legend
Filename: Fig2-29_Liberty_GWSampLocs_60.dwg Task Order Number: 3370-002 Revised: 11/8/13 MMG
SCALE IN FEET
25 500 12.5
N
Figure 2.29 Liberty Cleaners Source Area
Groundwater Results (60 feet bgs) April 2011
10th Street OU2 Site, Columbus, Nebraska
Monitoring Well (MW)
Existing 6" Sanitary Sewer Line TEL TEL Existing Telephone Line
G G Existing Natural Gas Line (Underground) E E Existing Electrical Line (Underground)
Rest RoomRR
DPT Groundwater Sample Locations
J Estimated
U Not detected above stated reporting limit
ft. Feet below ground surface
TCE 5 - 50 µg/L
TCE 50 - 100 µg/L cis 70 - 200 µg/L
TCE 100 - 500 µg/L
Estimated contour
1. DPT groundwater samples collected March 2011 and June 2011.
Monitoring well groundwater samples collected in April 2011.
2. Inset map based on April 2011 monitoring well groundwater samples. The Liberty Cleaners source area and the surrounding area TCE groundwater concentrations are generally greater than 5 µg/L. The larger TCE plume is not shown on the figure; only the TCE plumes greater than 50 µg/L were mapped for clarity.
INSET
MAP
File details come from the government source that posted it. Updated .