appendix a figures (17 pages) 1 site location 2 14th avenue
TRANSCRIPT
14th Avenue Ditch Area Final Interim Remedial Investigation Report
APPENDIX A
FIGURES
(17 Pages)
1 Site Location
2 14th Avenue Ditch Area Layout
3 Current Main Plant Layout
4 Tetra Tech and URS Corporation Sampling Locations
5 URS Corporation On-site Soil Sampling Results (0 to 5 feet bgs)
6 14th Avenue Ditch Sediment Sampling Results (0 to 3 inches bsw-si)
7 14th Avenue Ditch Subsurface Soil Sampling Results (6 to 12 inches bsw-si)
8 14th Avenue Ditch Subsurface Soil Sampling Results (12 to 24 inches bsw-si)
9 On-site Surface Soil Sampling Results (0 to 6 inches bgs)
10 On-site Subsurface Soil Sampling Results (5 to 6 feet bgs)
11 On-site Subsurface Soil Sampling Results (3 to 3.5 and 6 to 7 feet bgs)
12 Residential/Commercial Surface Soil Sampling Results (0 to 6 inches bgs)
13 Residential/Commercial Subsurface Soil Sampling Results (5 to 6 feet bgs)
14 Residential/Commercial Subsurface Soil Sampling Results (6 to 7 feet bgs)
15 Interim Remedial Investigation Groundwater Sampling Results
16 Human Health Conceptual Site Model
17 14th Avenue Ditch Surface Water Sample Locations
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Former Plant Site
Former Pine Yard
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Map Source:USGS 7.5 Minute Topographic Quadrangle Map:Columbus North, MS 1987.
Figure 1Site Location
Mississippi
Lowndes County
Alabama
Louisiana
Arkansas
Tennessee
Florida
/0 1,000 2,000
Feet1:24,000
Property Boundary
Legend
14th Avenue Ditch Area
14TH AVENUE NORTH
N2
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1S
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T13TH AVE N
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Outfall #005
Outfall #003
Outfall #004
Outfall #001
Black-TieStorage
Area
7TH AVE N
N2
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TE
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RD
7TH AVE N
PE
AC
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5TH AVE N
SH
AD
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11TH AVE N
11TH AVE N
9TH AVE N
N2
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DS
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WA
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Figure 214th Avenue Ditch Area Layout
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Note:NPDES National Pollution Discharge
Elimination System
Map Sources:Aerial Imagery, NAIP\2010 1m Color.Street Names, StreetMap USA
1:9,600
1
Legend
!( NPDES Outfall Location
Drainage Ditch Number
Property Boundary
14th Avenue Ditch
14th Avenue Ditch Area
Closed Surface Impoundments
Former Drip Pad
Main Drainage Ditch
Non Perennial Drainage Ditch
Railroad Tracks
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FormerWastePile 1
FormerWastePile 2
Former OfficeBuilding Western
Entrance
GroundwaterTreatment
System Building
Former Green Tie Storage
Former Black Tie Storage
FormerBlack TieStorage
Former GreenTie Storage
FormerCreosoteRecovery/
Waste WaterTreatment
FormerProduction
Area
Cemetery
Plant Site
Pine Yard
Source: Bing Maps Aerial Imagery Web Mapping Service, 2011.
/0 200 400
Feet
1:4,800
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Figure 3Current Plant Site Layout
Legend
Railroad Track
Property Boundary
Closed Surface Impoundments
Former Drip Pad
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14AD-FA00-SD-A14AD-FA00-SB-B14AD-FA00-SB-C
14AD-FA01-SD-A14AD-FA01-SD-A-DUP14AD-FA01-SB-B14AD-FA01-SB-C
14AD-FA02-SD-A14AD-FA02-SB-B14AD-FA02-SB-C
14AD-FA03-SD-A14AD-FA03-SB-B14AD-FA03-SB-C
14AD-FA04-SD-A14AD-FA04-SB-B14AD-FA04-SB-C
14AD-FA05-SD-A14AD-FA05-SB-B14AD-FA05-SB-C
14AD-FA06-SD-A14AD-FA06-SB-B14AD-FA06-SB-C
14AD-FA07-SD-A14AD-FA07-SB-B14AD-FA07-SB-B-DUP14AD-FA07-SB-C14AD-FA07-SB-C-DUP
14AD-FA08-SD-A14AD-FA08-SB-B14AD-FA08-SB-C
14AD-FA09-SD-A14AD-FA09-SB-B14AD-FA09-SB-C
14AD-FA10-SD-A14AD-FA10-SB-B14AD-FA10-SB-C
14AD-FA11-SD-A14AD-FA11-SB-B14AD-FA11-SB-C
14AD-FA12-SD-A14AD-FA12-SB-B14AD-FA12-SB-C
14AD-FA13-SD-A14AD-FA13-SB-B14AD-FA13-SB-C
14AD-FA14-SD-A14AD-FA14-SB-B14AD-FA14-SB-C
14AD-FA15-SD-A14AD-FA15-SB-B14AD-FA15-SB-C
14AD-FA16-SD-A14AD-FA16-SB-B14AD-FA16-SB-C
14AD-RP02-SS-A14AD-RP02-SB-B14AD-RP02-SB-C14AD-RP02-GW14AD-RP02-GW-DUP
14AD-RP04-SS-A14AD-RP04-SB-B14AD-RP04-SB-C14AD-RP04-GW
14AD-RP05-SS-A14AD-RP05-SB-B14AD-RP05-SB-C14AD-RP01-SS-A
14AD-RP01-SB-B14AD-RP01-SB-C
14AD-RP03-SS-A14AD-RP03-SS-A-DUP14AD-RP03-SB-B14AD-RP03-SB-C
14AD-RP06-SS-A14AD-RP06-SB-B14AD-RP06-SB-C14AD-RP06-GW
14AD-KM08-SS-A14AD-KM08-SS-A-DUP14AD-KM08-SB-B14AD-KM08-SB-C
14AD-KM07-SS-A14AD-KM07-SB-B14AD-KM07-SB-C
14AD-KM06-SS-A14AD-KM06-SB-B14AD-KM06-SB-C
14AD-KM05-SS-A14AD-KM05-SB-B14AD-KM05-SB-C
14AD-KM04-SS-A14AD-KM04-SB-B14AD-KM04-SB-C
14AD-KM03-SS-A14AD-KM03-SB-B14AD-KM03-SB-C
14AD-KM02-SS-A14AD-KM02-SB-B14AD-KM02-SB-C
14AD-KM01-SS-A14AD-KM01-SB-B14AD-KM01-SB-C
DB6DB3 DB8
DB10 DB12
DB11
DB1
DB2
DB7
DB5
DB4 DB9
/0 75 150
Feet
Figure 4Tetra Tech and URS Corporation
Sampling Locations
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
Sample Nomenclature Notes:
All Samples## - Station number14AD - 14th Avenue Ditch AreaBgs - Below ground surfaceDUP - DuplicateSB - Subsurface soilSS - Surface soil
14th Avenue Ditch SamplesA - Layer A, 0 to 6 inches bsw-siB - Layer B, 48 to 60 inches bsw-siBsw-si - Below surface water-sediment interfaceC - Layer C, 60 to 72 inches bsw-siFA - Fourteenth AvenueSD - Sediment
Residential / Commercial SamplesA - Layer A, 0 to 6 inches bgsB - Layer B, 48 to 60 inches bgsC - Layer C, 60 to 72 inches bgsGW - GroundwaterRP - Residential property
On-site SamplesA - Layer A, 0 to 6 inches bgsB - Layer B, 48 to 60 inches bgsC - Layer C, 60 to 72 inches bgsKM - Former Kerr-McGee
Legend
Residential / Commercial Properties
">) Groundwater, Surface andSubsurface Soil Sampling Location
" ) Surface and SubsurfaceSoil Sampling Location
14th Avenue Ditch
On-site
") Previous URS CorporationSample Location with ID
Property Boundary
" ) Surface and SubsurfaceSoil Sampling Location
"#) Surface and SubsurfaceSampling Location
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Figure 5URS Corporation On-site
Soil Sampling Results(0 to 5 feet bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Image Source: BING Web Map Server, 2011.
Benzo(a)pyrene 41 µg/kg
DB1
Benzo(a)pyrene 39 µg/kg
DB2
DB3
No consitiuents exceeded EPA RSLs Benzo(a)pyrene 49.6 µg/kg
DB4
DB5
No consitiuents exceeded EPA RSLs
DB6
No consitiuents exceeded EPA RSLs
Benzo(a)pyrene 31 µg/kg
DB7
DB8
No consitiuents exceeded EPA RSLs
DB9
No consitiuents exceeded EPA RSLs
No consitiuents exceeded EPA RSLs
DB11
Benz(a)anthracene 298 µg/kg 99.7 µg/kg
Benzo(a)pyrene 183 µg/kg 104 µg/kg
Dibenz(a,h)anthracene 28.9 µg/kg 18.6 µg/kg
DB12 DB12 DUP
0 75 150Feet
/1:1,800
Benzo(a)pyrene 267 µg/kg
Dibenz(a,h)anthracene 46 µg/kg
DB10
Notes:## Station identification numberbgs Below ground surfaceDB Direct boringDUP DuplicateEPA U. S. Environmental Protection AgencyFA Fourteenth AvenueKM Former Kerr-McGee Wood Treating Facilityµg/kg Micrograms per kilogramµg/L Micrograms per literRSL EPA Regional Screening Levels for residential
soil, April 2012RP Residential propertyBOLD Value exceeds the EPA RSL for residential soil
Legend
14th Avenue Ditch
Residential / Commercial Properties
On-site
"#) Surface and SubsurfaceSampling Location
Groundwater, Surface andSubsurface Soil Sampling LocationSurface and SubsurfaceSoil Sampling Location
" ) Surface and SubsurfaceSoil Sampling Location
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Property Boundary
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Figure 614th Avenue Ditch Sediment
Sampling Results(0 to 3 inches bsw-si)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
Benzo(a)anthracene 500 µg/kg
Benzo(a)pyrene 496 µg/kg
Benzo(b)fluoranthene 1,120 µg/kg
Dibenz(a,h)anthracene 114 J µg/kg
Indeno(1,2,3-cd)pyrene 406 µg/kg
Arsenic 3.93 mg/kg
14AD-FA00-SD-A
Benzo(a)anthracene 3,620 µg/kg 3,490 µg/kg
Benzo(a)pyrene 2,200 µg/kg 2,900 µg/kg
Benzo(b)fluoranthene 4,360 µg/kg 6,380 µg/kg
Benzo(k)fluoranthene 1,540 J µg/kg 2,220 µg/kg
Dibenz(a,h)anthracene 228 J µg/kg 345 J µg/kg
Indeno(1,2,3-cd)pyrene 727 J µg/kg 1,150 J µg/kg
TEQ WHO2005 ND=01
279 pg/g 243 pg/g
TEQ WHO2005 ND=0.52
279 pg/g 243 pg/g
Arsenic 2.83 mg/kg 2.16 mg/kg
14AD-FA01-SD-A 14AD-FA01-SD-A-DUP
Benzo(a)pyrene 92.1 J µg/kg
Benzo(b)fluoranthene 167 J µg/kg
Arsenic 1.71 mg/kg
14AD-FA02-SD-A
Benzo(a)pyrene 37.1 J µg/kg
Arsenic 0.88 mg/kg
14AD-FA03-SD-A
Benzo(a)anthracene 383 J µg/kg
Benzo(a)pyrene 317 J µg/kg
Benzo(b)fluoranthene 651 µg/kg
Dibenz(a,h)anthracene 40.1 J µg/kg
Arsenic 1.77 mg/kg
14AD-FA04-SD-A
Benzo(a)pyrene 85.4 J µg/kg
Dibenz(a,h)anthracene 17.9 J µg/kg
Arsenic 3.86 mg/kg
14AD-FA05-SD-A
Benzo(a)anthracene 450 µg/kg
Benzo(a)pyrene 386 J µg/kg
Benzo(b)fluoranthene 687 µg/kg
Dibenz(a,h)anthracene 52.2 J µg/kg
Indeno(1,2,3-cd)pyrene 201 J µg/kg
Arsenic 1.27 mg/kg
14AD-FA06-SD-A
Benzo(a)anthracene 738 µg/kg
Benzo(a)pyrene 516 µg/kg
Benzo(b)fluoranthene 822 µg/kg
Dibenz(a,h)anthracene 87.4 J µg/kg
Indeno(1,2,3-cd)pyrene 308 J µg/kg
Arsenic 2.24 mg/kg
14AD-FA07-SD-A
Benzo(a)anthracene 4,910 µg/kg
Benzo(a)pyrene 2,040 µg/kg
Benzo(b)fluoranthene 2,900 µg/kg
Dibenz(a,h)anthracene 248 J µg/kg
Indeno(1,2,3-cd)pyrene 783 µg/kg
Arsenic 1.52 mg/kg
14AD-FA08-SD-A
Benzo(a)anthracene 171 J µg/kg
Benzo(a)pyrene 172 J µg/kg
Benzo(b)fluoranthene 292 J µg/kg
Dibenz(a,h)anthracene 29.3 J µg/kg
Arsenic 1.48 mg/kg
14AD-FA09-SD-A
Benzo(a)anthracene 1,340 µg/kg
Benzo(a)pyrene 1,070 µg/kg
Benzo(b)fluoranthene 2,050 µg/kg
Dibenz(a,h)anthracene 160 J µg/kg
Indeno(1,2,3-cd)pyrene 533 µg/kg
Arsenic 3.11 mg/kg
14AD-FA10-SD-A
Benzo(a)anthracene 580 µg/kg
Benzo(a)pyrene 601 µg/kg
Benzo(b)fluoranthene 1,170 µg/kg
Dibenz(a,h)anthracene 111 J µg/kg
Indeno(1,2,3-cd)pyrene 382 J µg/kg
Arsenic 1.75 mg/kg
14AD-FA11-SD-A
Benzo(a)anthracene 876 µg/kg
Benzo(a)pyrene 1,210 µg/kg
Benzo(b)fluoranthene 2,260 µg/kg
Indeno(1,2,3-cd)pyrene 665 µg/kg
Arsenic 3.00 mg/kg
14AD-FA12-SD-A
Benzo(a)anthracene 1,390 µg/kg
Benzo(a)pyrene 1,450 µg/kg
Benzo(b)fluoranthene 2,670 µg/kg
Dibenz(a,h)anthracene 219 J µg/kg
Indeno(1,2,3-cd)pyrene 647 µg/kg
Arsenic 4.59 mg/kg
14AD-FA13-SD-A
Benzo(a)anthracene 308 J µg/kg
Benzo(a)pyrene 396 J µg/kg
Benzo(b)fluoranthene 745 µg/kg
Dibenz(a,h)anthracene 75.6 J µg/kg
Indeno(1,2,3-cd)pyrene 204 J µg/kg
Arsenic 1.11 J+ mg/kg
14AD-FA14-SD-A
Benzo(a)pyrene 128 J µg/kg
Benzo(b)fluoranthene 191 J µg/kg
Arsenic 2.10 mg/kg
14AD-FA15-SD-A
Benzo(a)pyrene 60.6 J µg/kg
Dibenz(a,h)anthracene 18.9 J µg/kg
Arsenic 13.5 mg/kg
14AD-FA16-SD-A
Benzo(a)anthracene 381 J µg/kg
Benzo(a)pyrene 455 µg/kg
Benzo(b)fluoranthene 933 µg/kg
Dibenz(a,h)anthracene 105 J µg/kg
Indeno(1,2,3-cd)pyrene 320 J µg/kg
Arsenic 2.93 mg/kg
14AD-FA17-SD-A
Benzo(a)anthracene 1,050 µg/kg
Benzo(a)pyrene 1,050 µg/kg
Benzo(b)fluoranthene 2,050 µg/kg
Dibenz(a,h)anthracene 229 J µg/kg
Indeno(1,2,3-cd)pyrene 793 µg/kg
Arsenic 3.96 mg/kg
14AD-FA18-SD-A
Notes:1 Value listed is the toxicity equivalent using the
2005 World Health Organization toxicity factorsand using a zero value for non-detects.
2 Value listed is the toxicity equivalent using the2005 World Health Organization toxicity factorsand using a 0.5 value for non-detects.
## Station identification number14AD 14th Avenue Ditch AreaA 0 to 3 inches bsw-sibws-si Below surface water-sediment interfaceDUP DuplicateEPA U. S. Environmental Protection AgencyFA Fourteenth AvenueJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
J+ The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased high.
µg/kg Micrograms per kilogrammg/kg Milligrams per kilogrampg/g Picograms per gramRSL EPA Regional Screening Levels for residential
soil, April 2012SD SedimentBOLD Value exceeds the EPA RSL for residential soil
Legend
14th Avenue Ditch
"#) Surface and SubsurfaceSampling Location
Property Boundary
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Figure 714th Avenue Ditch Subsurface Soil
Sampling Results(6 to 12 inches bsw-si)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
Benzo(a)anthracene 324 J µg/kg
Benzo(a)pyrene 431 µg/kg
Benzo(b)fluoranthene 889 µg/kg
Dibenz(a,h)anthracene 108 J µg/kg
Indeno(1,2,3-cd)pyrene 393 µg/kg
Arsenic 2.01 mg/kg
14AD-FA00-SB-B
Benzo(a)anthracene 8,480 µg/kg
Benzo(a)pyrene 4,710 µg/kg
Benzo(b)fluoranthene 8,900 µg/kg
Benzo(k)fluoranthene 3,770 µg/kg
Dibenz(a,h)anthracene 505 J µg/kg
Indeno(1,2,3-cd)pyrene 1,550 J µg/kg
TEQ WHO2005 ND=01
540 pg/g
TEQ WHO2005 ND=0.52
541 pg/g
Arsenic 2.85 mg/kg
14AD-FA01-SB-B
Benzo(a)anthracene 236 J µg/kg
Benzo(a)pyrene 95.1 J µg/kg
Benzo(b)fluoranthene 160 J µg/kg
Arsenic 2.43 mg/kg
14AD-FA02-SB-B
Benzo(a)anthracene 173 J µg/kg
Benzo(a)pyrene 61.7 J µg/kg
14AD-FA03-SB-B
Benzo(a)anthracene 214 J µg/kg
Benzo(a)pyrene 219 J µg/kg
Benzo(b)fluoranthene 356 J µg/kg
Dibenz(a,h)anthracene 33.3 J µg/kg
Arsenic 2.08 mg/kg
14AD-FA04-SB-B
Benzo(a)pyrene 189 J µg/kg
Benzo(b)fluoranthene 262 J µg/kg
Dibenz(a,h)anthracene 33.3 J µg/kg
Arsenic 10.7 mg/kg
14AD-FA05-SB-B
Benzo(a)anthracene 201 J µg/kg
Benzo(a)pyrene 184 J µg/kg
Benzo(b)fluoranthene 288 J µg/kg
Dibenz(a,h)anthracene 29.1 J µg/kg
Arsenic 1.72 mg/kg
14AD-FA06-SB-B
Benzo(a)anthracene 6,660 J µg/kg 414 J µg/kg
Benzo(a)pyrene 3,830 J µg/kg 354 J µg/kg
Benzo(b)fluoranthene 7,860 J µg/kg 760 J µg/kg
Dibenz(a,h)anthracene 424 J µg/kg 54.6 J µg/kg
Indeno(1,2,3-cd)pyrene 1,230 J µg/kg 173 J µg/kg
Arsenic 0.86 J+ mg/kg 0.80 J+ mg/kg
14AD-FA07-SB-B-DUP14AD-FA07-SB-B
Benzo(a)anthracene 2,430 µg/kg
Benzo(a)pyrene 955 µg/kg
Benzo(b)fluoranthene 1,300 µg/kg
Dibenz(a,h)anthracene 93.6 J µg/kg
Indeno(1,2,3-cd)pyrene 371 J µg/kg
TEQ WHO2005 ND=02
173 pg/g
TEQ WHO2005 ND=0.53
174 pg/g
Arsenic 0.62 J+ mg/kg
14AD-FA08-SB-B
Benzo(a)pyrene 127 J µg/kg
Benzo(b)fluoranthene 241 J µg/kg
Arsenic 1.60 mg/kg
14AD-FA09-SB-B
Benzo(a)anthracene 568 µg/kg
Benzo(a)pyrene 457 µg/kg
Benzo(b)fluoranthene 894 µg/kg
Dibenz(a,h)anthracene 73.0 J µg/kg
Indeno(1,2,3-cd)pyrene 249 J µg/kg
Arsenic 2.00 mg/kg
14AD-FA10-SB-B
Benzo(a)anthracene 376 J µg/kg
Benzo(a)pyrene 432 µg/kg
Benzo(b)fluoranthene 812 µg/kg
Dibenz(a,h)anthracene 106 J µg/kg
Indeno(1,2,3-cd)pyrene 254 J µg/kg
Arsenic 4.07 mg/kg
14AD-FA11-SB-B
Benzo(a)anthracene 6,540 µg/kg
Benzo(a)pyrene 9,640 µg/kg
Benzo(b)fluoranthene 15,800 µg/kg
Dibenz(a,h)anthracene 1,150 J µg/kg
Indeno(1,2,3-cd)pyrene 3,380 J µg/kg
Arsenic 1.63 mg/kg
14AD-FA12-SB-B
Benzo(a)anthracene 835 J µg/kg
Benzo(a)pyrene 780 J µg/kg
Benzo(b)fluoranthene 1,470 J µg/kg
Dibenz(a,h)anthracene 121 J µg/kg
Indeno(1,2,3-cd)pyrene 454 J µg/kg
Arsenic 3.11 mg/kg
14AD-FA13-SB-B
Benzo(a)pyrene 135 J µg/kg
Benzo(b)fluoranthene 290 J µg/kg
Dibenz(a,h)anthracene 24.2 J µg/kg
Arsenic 0.71 J+ mg/kg
14AD-FA14-SB-B
Benzo(a)pyrene 117 J µg/kg
Benzo(b)fluoranthene 228 J µg/kg
Dibenz(a,h)anthracene 15.1 J µg/kg
Arsenic 1.68 J+ mg/kg
14AD-FA15-SB-B
Benzo(a)anthracene 4,000 J- µg/kg
Benzo(a)pyrene 2,720 J- µg/kg
Benzo(b)fluoranthene 5,180 J- µg/kg
Dibenz(a,h)anthracene 455 J µg/kg
Indeno(1,2,3-cd)pyrene 1,560 µg/kg
Arsenic 3.40 mg/kg
14AD-FA16-SB-B
Benzo(a)anthracene 283 J µg/kg
Benzo(a)pyrene 349 J µg/kg
Benzo(b)fluoranthene 625 µg/kg
Dibenz(a,h)anthracene 85.8 J µg/kg
Indeno(1,2,3-cd)pyrene 264 J µg/kg
Arsenic 2.58 mg/kg
14AD-FA17-SB-B
Legend
14th Avenue Ditch
"#) Surface and SubsurfaceSampling Location
Property Boundary
Notes:1 Value listed is the toxicity equivalent using the
2005 World Health Organization toxicity factorsand using a zero value for non-detects.
2 Value listed is the toxicity equivalent using the2005 World Health Organization toxicity factorsand using a 0.5 value for non-detects.
## Station identification number14AD 14th Avenue Ditch AreaB 6 to 12 inches bsw-sibws-si Below surface water-sediment interfaceDUP DuplicateEPA U. S. Environmental Protection AgencyFA Fourteenth AvenueJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
J+ The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased high.
J- The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased low.
µg/kg Micrograms per kilogrammg/kg Milligrams per kilogrampg/g Picograms per gramRSL EPA Regional Screening Levels for residential
soil, April 2012SB Subsurface soilBOLD Value exceeds the EPA RSL for residential soil
Benzo(a)anthracene 457 µg/kg
Benzo(a)pyrene 319 J µg/kg
Benzo(b)fluoranthene 584 µg/kg
Dibenz(a,h)anthracene 59.4 J µg/kg
Indeno(1,2,3-cd)pyrene 196 J µg/kg
TEQ WHO2005 ND=01
5.83 pg/g
TEQ WHO2005 ND=0.52
11.1 pg/g
Arsenic 3.55 mg/kg
14AD-FA18-SB-B
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Figure 814th Avenue Ditch
Subsurface Soil Sampling Results(12 to 24 inches bsw-si)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
Benzo(a)anthracene 499 µg/kg
Benzo(a)pyrene 465 J µg/kg
Benzo(b)fluoranthene 1,000 J µg/kg
Dibenz(a,h)anthracene 93.1 J µg/kg
Indeno(1,2,3-cd)pyrene 339 J µg/kg
Arsenic 5.63 mg/kg
14AD-FA00-SB-C
Benzo(a)anthracene 9,550 J- µg/kg
Benzo(a)pyrene 4,280 J- µg/kg
Benzo(b)fluoranthene 7,720 J- µg/kg
Benzo(k)fluoranthene 3,270 J- µg/kg
Dibenz(a,h)anthracene 427 J- µg/kg
Indeno(1,2,3-cd)pyrene 1,230 J- µg/kg
Naphthalene 19,200 J- µg/kg
TEQ WHO2005 ND=01
463 pg/g
TEQ WHO2005 ND=0.52
477 pg/g
Arsenic 2.12 mg/kg
14AD-FA01-SB-C
Benzo(a)anthracene 397 J µg/kg
Benzo(a)pyrene 148 J µg/kg
Benzo(b)fluoranthene 245 J µg/kg
Dibenz(a,h)anthracene 19.9 J µg/kg
14AD-FA03-SB-C
Benzo(a)pyrene 112 J µg/kg
Benzo(b)fluoranthene 183 J µg/kg
Dibenz(a,h)anthracene 15.9 J µg/kg
Arsenic 2.37 mg/kg
14AD-FA04-SB-C Benzo(a)anthracene 174 J µg/kg
Benzo(a)pyrene 155 J µg/kg
Benzo(b)fluoranthene 278 J µg/kg
Dibenz(a,h)anthracene 23.0 J µg/kg
Arsenic 1.77 mg/kg
14AD-FA06-SB-C
Benzo(a)anthracene 462 J µg/kg 834 J µg/kg
Benzo(a)pyrene 372 J µg/kg 674 J µg/kg
Benzo(b)fluoranthene 684 J µg/kg 1,470 J µg/kg
Dibenz(a,h)anthracene 43.3 J µg/kg 84.9 J µg/kg
Indeno(1,2,3-cd)pyrene 159 J µg/kg 255 J µg/kg
Arsenic 1.61 mg/kg 0.99 mg/kg
14AD-FA07-SB-C 14AD-FA07-SB-C-DUP
Benzo(a)anthracene 3,380 µg/kg
Benzo(a)pyrene 1,280 µg/kg
Benzo(b)fluoranthene 1,590 µg/kg
Dibenz(a,h)anthracene 170 J µg/kg
Indeno(1,2,3-cd)pyrene 544 µg/kg
TEQ WHO2005 ND=01
179 pg/gTEQ WHO2005 ND=0.5
2180 pg/g
14AD-FA08-SB-C
Benzo(a)anthracene 163 J µg/kg
Benzo(a)pyrene 159 J µg/kg
Benzo(b)fluoranthene 293 J µg/kg
Arsenic 0.54 mg/kg
14AD-FA09-SB-C
Benzo(a)pyrene 76.7 J µg/kg
Arsenic 2.20 mg/kg
14AD-FA10-SB-C
Benzo(a)anthracene 677 µg/kg
Benzo(a)pyrene 719 µg/kg
Benzo(b)fluoranthene 1,320 µg/kg
Dibenz(a,h)anthracene 163 J µg/kg
Indeno(1,2,3-cd)pyrene 508 µg/kg
Arsenic 1.71 mg/kg
14AD-FA11-SB-C
Benzo(a)anthracene 2,880 µg/kg
Benzo(a)pyrene 2,880 µg/kg
Benzo(b)fluoranthene 4,880 µg/kg
Indeno(1,2,3-cd)pyrene 1,280 µg/kg
Arsenic 1.34 J+ mg/kg
14AD-FA12-SB-C
Benzo(a)anthracene 219 J µg/kg
Benzo(a)pyrene 181 J µg/kg
Benzo(b)fluoranthene 326 J µg/kg
Dibenz(a,h)anthracene 30.8 J µg/kg
Arsenic 3.60 J mg/kg
14AD-FA13-SB-C
Benzo(a)pyrene 117 J µg/kg
Benzo(b)fluoranthene 225 J µg/kg
14AD-FA14-SB-C
Benzo(a)anthracene 202 J µg/kg
Benzo(a)pyrene 237 J µg/kg
Benzo(b)fluoranthene 412 µg/kg
Dibenz(a,h)anthracene 40.5 J µg/kg
Arsenic 2.00 mg/kg
14AD-FA15-SB-C
Benzo(a)pyrene 83.3 J µg/kg
Benzo(b)fluoranthene 174 J µg/kg
Arsenic 2.96 mg/kg
14AD-FA16-SB-C
Benzo(a)anthracene 408 µg/kg
Benzo(a)pyrene 221 J µg/kg
Benzo(b)fluoranthene 350 J µg/kg
Dibenz(a,h)anthracene 39.0 J µg/kg
Arsenic 9.59 mg/kg
14AD-FA17-SB-C
Benzo(a)pyrene 144 J µg/kg
Benzo(b)fluoranthene 295 J µg/kg
Dibenz(a,h)anthracene 30.1 J µg/kg
Arsenic 5.90 mg/kg
14AD-FA18-SB-C
Legend
14th Avenue Ditch
"#) Surface and SubsurfaceSampling Location
Property Boundary
Notes:1 Value listed is the toxicity equivalent using the
2005 World Health Organization toxicity factorsand using a zero value for non-detects.
2 Value listed is the toxicity equivalent using the2005 World Health Organization toxicity factorsand using a 0.5 value for non-detects.
## Station identification number14AD 14th Avenue Ditch Areabws-si Below surface water-sediment interfaceC 12 to 24 inches bsw-siDUP DuplicateEPA U. S. Environmental Protection AgencyFA Fourteenth AvenueJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
J+ The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased high.
J- The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased low.
µg/kg Micrograms per kilogrammg/kg Milligrams per kilogrampg/g Picograms per gramRSL EPA Regional Screening Levels for residential
soil, April 2012SB Subsurface soilBOLD Value exceeds the EPA RSL for residential soil
TEQ WHO2005 ND=0.52
6.39 pg/g
Arsenic 2.07 mg/kg
14AD-FA02-SB-C
TEQ WHO2005 ND=01
40.7 pg/g
TEQ WHO2005 ND=0.52
64 pg/g
Arsenic 5.05 mg/kg
14AD-FA05-SB-C
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Figure 9On-site
Surface Soil Sampling Results(0 to 6 inches bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Image Source: BING Web Map Server, 2011.
Benzo(a)anthracene 6,580 µg/kg
Benzo(a)pyrene 9,540 µg/kg
Benzo(b)fluoranthene 19,600 µg/kg
Dibenz(a,h)anthracene 2,360 J µg/kg
Indeno(1,2,3-cd)pyrene 8,280 µg/kg
Pentachlorophenol 2,840 J µg/kg
Arsenic 7.87 mg/kg
14AD-KM01-SS-A
Benzo(a)anthracene 269 J µg/kg
Benzo(a)pyrene 332 J µg/kg
Benzo(b)fluoranthene 765 µg/kg
Dibenz(a,h)anthracene 75.1 J µg/kg
Indeno(1,2,3-cd)pyrene 256 J µg/kg
Arsenic 1.93 mg/kg
14AD-KM02-SS-A
Benzo(a)anthracene 10,100 µg/kg
Benzo(a)pyrene 8,650 µg/kg
Benzo(b)fluoranthene 23,400 µg/kg
Dibenz(a,h)anthracene 2,330 J µg/kg
Indeno(1,2,3-cd)pyrene 10,000 µg/kg
Pentachlorophenol 4,270 J µg/kg
Arsenic 4.28 mg/kg
14AD-KM03-SS-A
Benzo(a)anthracene 3,100 µg/kg
Benzo(a)pyrene 2,680 µg/kg
Benzo(b)fluoranthene 7,660 µg/kg
Benzo(k)fluoranthene 2,570 µg/kg
Indeno(1,2,3-cd)pyrene 1,550 µg/kg
TEQ WHO2005 ND=01
138 pg/g
TEQ WHO2005 ND=0.52
139 pg/g
Arsenic 14.9 mg/kg
14AD-KM04-SS-A
Benzo(a)anthracene 2,990 µg/kg
Benzo(a)pyrene 2,270 µg/kg
Benzo(b)fluoranthene 6,120 µg/kg
Dibenz(a,h)anthracene 654 J µg/kg
Indeno(1,2,3-cd)pyrene 2,160 µg/kg
Pentachlorophenol 1,610 J µg/kg
Arsenic 3.38 mg/kg
14AD-KM05-SS-A
Benzo(a)anthracene 6,790 µg/kg
Benzo(a)pyrene 6,710 µg/kg
Benzo(b)fluoranthene 16,200 µg/kg
Dibenz(a,h)anthracene 973 J µg/kg
Indeno(1,2,3-cd)pyrene 3,140 µg/kg
Pentachlorophenol 3,330 J µg/kg
Arsenic 3.20 mg/kg
14AD-KM06-SS-A
Benzo(a)anthracene 621 J µg/kg
Benzo(a)pyrene 947 J µg/kg
Benzo(b)fluoranthene 2,480 µg/kg
Dibenz(a,h)anthracene 143 J µg/kg
Indeno(1,2,3-cd)pyrene 432 J µg/kg
Arsenic 2.83 mg/kg
14AD-KM07-SS-A
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1:1,800
Notes:1 Value listed is the toxicity equivalent using the
2005 World Health Organization toxicity factorsand using a zero value for non-detects.
2 Value listed is the toxicity equivalent using the2005 World Health Organization toxicity factorsand using a 0.5 value for non-detects.
## Station identification number14AD 14th Avenue Ditch AreaA 0 to 6 inches bgsbgs Below ground surfaceDUP DuplicateEPA U. S. Environmental Protection AgencyJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
J+ The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased high.
KM Former Kerr-McGee Wood Treating Facilityµg/kg Micrograms per kilogrammg/kg Milligrams per kilogrampg/g picograms per gramRSL EPA Regional Screening Levels for residential
soil, April 2012SS Surface soilU The analyte was analyzed for, but was not
detected at or above the associated value(reporting limit).
BOLD Value exceeds the EPA RSL for residential soil
Legend
" ) Surface and SubsurfaceSoil Sampling Location
Property Boundary
On-site
Benzo(a)anthracene 74,300 J µg/kg 22,900 J µg/kg
Benzo(a)pyrene 75,900 J µg/kg 28,300 J µg/kg
Benzo(b)fluoranthene 180,000 J µg/kg 67,400 J µg/kg
Dibenz(a,h)anthracene 19,000 J µg/kg 8,120 J µg/kg
Indeno(1,2,3-cd)pyrene 57,100 J µg/kg 25,300 J µg/kg
Pentachlorophenol 91,800 U µg/kg 8,570 J µg/kg
Arsenic 13.4 mg/kg 20.8 mg/kg
14AD-KM08-SS-A 14AD-KM08-SS-A-DUP
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Figure 10On-site Subsurface
Soil Sampling Results(5 to 6 feet bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
Arsenic 1.04 mg/kg
14AD-KM01-SB-B
Benzo(a)anthracene 473 µg/kg
Benzo(a)pyrene 505 µg/kg
Benzo(b)fluoranthene 812 µg/kg
Dibenz(a,h)anthracene 92.5 J µg/kg
Indeno(1,2,3-cd)pyrene 300 J µg/kg
Arsenic 1.36 mg/kg
14AD-KM02-SB-B
Benzo(a)pyrene 21.7 J µg/kg
Arsenic 0.57 mg/kg
14AD-KM03-SB-B
Arsenic 0.49 J+ mg/kg
14AD-KM04-SB-B
Arsenic 1.18 mg/kg
14AD-KM05-SB-B
Arsenic 0.49 mg/kg
14AD-KM06-SB-B
Arsenic 0.52 mg/kg
14AD-KM07-SB-B
Benzo(a)pyrene 77.4 J µg/kg
Benzo(b)fluoranthene 166 J µg/kg
Arsenic 1.74 mg/kg
14AD-KM08-SB-B
Legend
" ) Surface and SubsurfaceSoil Sampling Location
Property Boundary
On-site
Notes:## Station identification number14AD 14th Avenue Ditch AreaB 5 to 6 feet bgsbgs Below ground surfaceEPA U. S. Environmental Protection AgencyJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
J+ The analyte was positively identified; theassociated value is the approximateconcentration of the analyte in the sample andmay be biased high.
KM Former Kerr-McGee Wood Treating Facilityµg/kg Micrograms per kilogrammg/kg Milligrams per kilogramRSL EPA Regional Screening Levels for residential
soil, April 2012SB Subsurface soilBOLD Value exceeds the EPA RSL for residential soil
Dat
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Figure 11On-site
Subsurface Soil Sampling Results(3 to 3.5 and 6 to 7 feet bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
Arsenic 1.06 mg/kg
14AD-KM01-SB-C
Arsenic 1.37 mg/kg
14AD-KM02-SB-C
Benzo(a)anthracene 20,300 µg/kg
Benzo(a)pyrene 18,200 µg/kg
Benzo(b)fluoranthene 36,500 µg/kg
Dibenz(a,h)anthracene 3,050 J µg/kg
Indeno(1,2,3-cd)pyrene 11,500 µg/kg
Pentachlorophenol 1,450 J µg/kg
Arsenic 4.56 mg/kg
14AD-KM02-SB-D
Arsenic 0.66 mg/kg
14AD-KM03-SB-C
No consitiuents exceeded EPA RSLs
14AD-KM04-SB-C
14AD-KM05-SB-C
No consitiuents exceeded EPA RSLs
Benzo(a)pyrene 21.0 J µg/kg
14AD-KM06-SB-C
Arsenic 1.19 mg/kg
14AD-KM07-SB-C
Arsenic 0.36 J mg/kg
14AD-KM08-SB-C
Legend
" ) Surface and SubsurfaceSoil Sampling Location
Property Boundary
On-site
Notes:## Station identification number14AD 14th Avenue Ditch Areabgs Below ground surfaceC 6 to 7 feet bgsD 3 to 3.5 feet bgsEPA U. S. Environmental Protection AgencyJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
KM Former Kerr-McGee Wood Treating Facilityµg/kg Micrograms per kilogrammg/kg Milligrams per kilogramRSL EPA Regional Screening Levels for residential
soil, April 2012SB Subsurface soilBOLD Value exceeds the EPA RSL for residential soil
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Surface Soil Sampling Results(0 to 6 inches bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Image Source: BING Web Map Server, 2011.
Benzo(a)pyrene 17.1 J µg/kg
Arsenic 1.62 mg/kg
14AD-RP01-SS-A
Benzo(a)anthracene 199 J µg/kg
Benzo(a)pyrene 166 J µg/kg
Benzo(b)fluoranthene 228 J µg/kg
Dibenz(a,h)anthracene 32.2 J µg/kg
Arsenic 1.15 mg/kg
14AD-RP02-SS-A
Benzo(a)pyrene 52.5 J µg/kg 61.0 J µg/kg
Benzo(b)fluoranthene 161 J µg/kg 245 J µg/kg
Arsenic 2.66 mg/kg 1.78 mg/kg
14AD-RP03-SS-A-DUP14AD-RP03-SS-A
Benzo(a)pyrene 17.8 J µg/kg
TEQ WHO2005 ND=01
5.40 pg/g
TEQ WHO2005 ND=0.52
5.45 pg/g
Arsenic 1.46 mg/kg
14AD-RP04-SS-A
Benzo(a)pyrene 18.3 J µg/kg
Arsenic 1.77 mg/kg
14AD-RP05-SS-A
Arsenic 0.80 mg/kg
14AD-RP06-SS-A
Legend
Surface and SubsurfaceSoil Sampling Location
Property Boundary">)
" )
Groundwater, Surface, andSubsurface Soil Sampling Location
Residential / Commercial Properties
0 75 150Feet
/1:1,800
Notes:1 Value listed is the toxicity equivalent using the
2005 World Health Organization toxicity factorsand using a zero value for non-detects.
2 Value listed is the toxicity equivalent using the2005 World Health Organization toxicity factorsand using a 0.5 value for non-detects.
## Station identification number14AD 14th Avenue Ditch AreaA 0 to 6 inches bgsbgs Below ground surfaceDUP DuplicateEPA U. S. Environmental Protection AgencyJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
µg/kg Micrograms per kilogrammg/kg Milligrams per kilogrampg/g Picograms per gramRP Residential propertyRSL EPA Regional Screening Levels for residential
soil, April 2012SS Surface soilBOLD Value exceeds the EPA RSL for residential soil
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Subsurface Soil Sampling Results(5 to 6 feet bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Image Source: BING Web Map Server, 2011.
Arsenic 2.40 mg/kg
14AD-RP01-SB-B
14AD-RP02-SB-B
No consitiuents exceeded EPA RSLs
Arsenic 3.15 mg/kg
14AD-RP03-SB-B
14AD-RP04-SB-B
No consitiuents exceeded EPA RSLs
No consitiuents exceeded EPA RSLs
14AD-RP05-SB-B
Arsenic 5.31 mg/kg
14AD-RP06-SB-B
Legend
Surface and SubsurfaceSoil Sampling Location
Property Boundary
">)
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Groundwater, Surface, andSubsurface Soil Sampling Location
Residential / Commercial Properties
Notes:## Station identification number14AD 14th Avenue Ditch AreaB 5 to 6 feet bgsbgs Below ground surfaceEPA U. S. Environmental Protection Agencymg/kg Milligrams per kilogramRP Residential propertyRSL EPA Regional Screening Levels for
residential soil, April 2012SB Subsurface soilBOLD Value exceeds the EPA RSL for residential soil
0 75 150Feet
1:1,800
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Figure 14Residential / Commercial
Subsurface Soil Sampling Results(6 to 7 feet bgs)
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Image Source: BING Web Map Server, 2011.
Arsenic 2.98 mg/kg
14AD-RP01-SB-C
14AD-RP02-SB-C
No consitiuents exceeded EPA RSLs
Arsenic 1.37 mg/kg
14AD-RP03-SB-C
Benzo(a)pyrene 20.3 J µg/kg
14AD-RP04-SB-C
Arsenic 1.07 mg/kg
14AD-RP05-SB-C
Arsenic 4.42 mg/kg
14AD-RP06-SB-C
0 75 150Feet
/1:1,800
Legend
Surface and SubsurfaceSoil Sampling Location
Property Boundary
">)
" )
Groundwater, Surface, andSubsurface Soil Sampling Location
Residential / Commercial Properties
Notes:## Station identification number14AD 14th Avenue Ditch Areabgs Below ground surfaceC 6 to 7 feet bgsEPA U. S. Environmental Protection AgencyJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
µg/kg Micrograms per kilogrammg/kg Milligrams per kilogramRP Residential propertyRSL EPA Regional Screening Levels for residential
soil, April 2012SB Subsurface soilBOLD Value exceeds the EPA RSL for residential soil
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Figure 15Interim Remedial Investigation
Groundwater Results
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
1:1,800
Image Source: BING Web Map Server, 2011.
14AD-RP02-GW-DUP
No consitiuents exceeded EPA RSLsNo consitiuents exceeded EPA RSLs
14AD-RP02-GW
Benzene 327 µg/L
Naphthalene 26.5 µg/L
Arsenic 6.90 J µg/L
14AD-RP04-GW
No consitiuents exceeded EPA RSLs
14AD-RP06-GW
Legend
Property Boundary
">) Groundwater and Surface andSubsurface Soil Sampling Location
Notes:## Station identification number14AD 14th Avenue Ditch Areaµg/L micrograms per literDUP DuplicateEPA U. S. Environmental Protection AgencyGW GroundwaterRP Residential propertyJ The analyte was positively identified; the associated
value is the approximate concentration of the analytein the sample.
RSL EPA Regional Screening Levels for tapwaterBOLD Value exceeds the EPA RSL for tapwater, April 2012.
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14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Figure 16Human Health
Conceptual Site Model
PrimaryContaminant
Sources
PrimaryContaminant
R/T MechanismsPrimary
Affected Media
SecondaryContaminant
R/T MechanismsSecondary
Affected Media
Potentially Exposed Human Receptors
MultipleOn-SiteSources
Spills, Leaks,and OtherReleases
Surface andSubsurface
Soil (1)Runoff
ExposureRoutes Residents
Industrial/Commercial
WorkersConstructionWorkers (2) Trespassers (3)
Ingestion
Dermal Contact
Inhalation
Sediment
Notes:
3. = Trespassers assumed to be both adolescents and adults.
2. = Construction workers potentially exposed during remedial actions.
= Incomplete exposure pathway -- will not be considered in the HHRA.
= Potentially complete, but insignificant exposure pathway -- will not be considered in the HHRA.
= Potentially complete exposure pathway -- retained for quantitative analysis.
HHRA = Human health risk assessment
Release/transportR/T =
1. = Soil contamination is limited to the on-site source locations. The potential source areas(and soil-related exposure pathways) will be addressed in a separate operable unit.
##*3*
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Surface Water Sampling Results
14th Avenue Ditch AreaInterim Remedial Investigation
2300 14th Avenue NorthColumbus, Lowndes County, Mississippi
Image Source: Bing Maps Aerial, 2012.
Legend
Sample Locations
#*3 Surface Water
##*3* Background Surface Water
Property Boundary
/0 75 150
Feet
1:1,8001,4-Dioxane 0.736 J µg/L
Aluminum 429 µg/L
Iron 2,400 µg/L
Manganese 887 µg/L
14AD-FA19-SW
Aluminum 97.7 µg/L
Iron 1,050 µg/L
Manganese 315 µg/L
14AD-FA20-SWAluminum 145 µg/L
Iron 671 µg/L
Manganese 98.6 µg/L
14AD-FA21-SWBenzo(b)fluoranthene 0.119 µg/L
Aluminum 157 J µg/L
Iron 485 µg/L
Manganese 51.4 J µg/L
14AD-FA22-SW
1,4-Dioxane 1.22 J µg/L
Aluminum 109 J µg/L
Iron 395 µg/L
14AD-FA22-SW-DUP
Notes:## Station identification number14AD 14th Avenue Ditch AreaDUP DuplicateEPA U. S. Environmental Protection AgencyFA Fourteenth AvenueJ The analyte was positively identified; the
associated value is the approximateconcentration of the analyte in the sample.
MCL Maximum Comtaminant Levelµg/L Micrograms per literRSL EPA Region IV Regional Screening Levels
for tapwater, April 2012SW Surface waterBOLD Value exceeds the referenced screening level
14th Avenue Ditch Area Final Interim Remedial Investigation Report
APPENDIX B
ANALYTICAL DATA SUMMARY TABLES
(44 Pages)
1 URS Corporation On-site Soil Sampling Analytical Results (0 to 5 feet bgs)
2 14th Avenue Ditch Sediment Sampling Analytical Results (0 to 3 inches bsw-si)
3 14th Avenue Ditch Subsurface Soil Sampling Analytical Results (6 to 12 inches bsw-si)
4 14th Avenue Ditch Subsurface Soil Sampling Analytical Results (12 to 24 inches bsw-si)
5 On-site Surface Soil Sampling Analytical Results (0 to 6 inches bgs)
6 On-site Subsurface Soil Sampling Analytical Results (5 to 6 feet bgs)
7 On-site Subsurface Soil Sampling Analytical Results (3 to 3.5 and 6 to 7 feet bgs)
8 Residential/Commercial Surface Soil Sampling Analytical Results (0 to 6 inches bgs)
9 Residential/Commercial Subsurface Soil Sampling Analytical Results (5 to 6 feet bgs)
10 Residential/Commercial Subsurface Soil Sampling Analytical Results (6 to 7 feet bgs)
11 Comparison of PAH Immunoassay and Analytical Laboratory Results
12 Comparison of PAH Ultraviolet Fluorescence Spectroscopy and Analytical Laboratory Results
13 Comparison of Carcinogenic Benzo(a)pyrene Equivalents and Analytical Laboratory
Benzo(a)pyrene Results
14 Interim Remedial Investigation Groundwater Sampling Analytical Results
15 14th Avenue Ditch Subsurface Soil Sampling Additional Dioxin/Furan Analytical Results
16 14th Avenue Ditch Surface Water Sampling Analytical Results
TABLE 1URS CORPORATION ON-SITE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 5 FEET BGS)
Analyte EPA RSL DB1 DB2 DB4 DB7
Semivolatile Organic Compounds (µg/kg)
Benzo(a)anthracene 150 26 39.9 35.2 36.2
Benzo(a)pyrene 15 41 39 49.6 31
Dibenz(a,h)anthracene 15 10.7 9.49 12.2 8.89
Analyte EPA RSL DB10 DB12 DB12 DUP
Semivolatile Organic Compounds (µg/kg)
Benzo(a)anthracene 150 245 298 99.7
Benzo(a)pyrene 15 267 183 104
Dibenz(a,h)anthracene 15 46 28.9 18.6
Notes:
## Station identification number
bgs Below ground surface
DB Direct boring
DUP Duplicate
EPA U. S. Environmental Protection Agency
µg/kg micrograms per kilogram
RSL EPA Regional Screening Levels for residential soil, April 2012
URS URS Corporation
BOLD Value exceeds the EPA RSL for residential soil
Only those constituents that exceeded the EPA RSL in at least one sample are presented.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 1
TABLE 214TH AVENUE DITCH SEDIMENT SAMPLING ANALYTICAL RESULTS (0 TO 3 INCHES BSW-SI)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)Acetone 61,000,000 NA 11.5 11.2 J NA NA NA NA NA NA NABenzene 1,100 4.610 U 15.3 J 4.87 J 5.06 U 5.52 U 5.49 U 1.80 J 4.41 U 4.62 U 4.57 UEthylbenzene 5,400 NA 14.0 11.0 NA NA NA NA NA NA NAIsopropylbenzene (Cumene) 2,100,000 NA 24.5 22.6 NA NA NA NA NA NA NAm,p-Xylene1 590,000 1.29 J 85.6 65.9 1.03 J 5.52 U 1.33 J 1.93 J 4.41 U 4.62 U 4.57 Uo-Xylene 690,000 4.61 U 23.1 18.1 5.06 U 5.52 U 5.49 U 0.776 J 4.41 U 4.62 U 4.57 UToluene 5,000,000 NA 5.07 J 3.92 J NA NA NA NA NA NA NA
Semivolatile Organic Compounds (µg/kg)2-Methylnaphthalene 230,000 NA 1,090 J 1,460 J NA NA NA NA NA NA NAAcenaphthene 3,400,000 NA 2,270 3,290 NA NA NA NA NA NA NAAcenaphthylene NL 184 J 651 J 982 J 33.8 J 12.5 J 123 J 19.7 J 136 J 160 J 473Anthracene 17,000,000 NA 22,700 20,800 NA NA NA NA NA NA NABenzo(a)anthracene 150 500 3,620 3,490 109 J 70.7 J 383 J 85.9 J 450 738 4,910Benzo(a)pyrene 15 496 2,200 2,900 92.1 J 37.1 J 317 J 85.4 J 386 J 516 2,040Benzo(b)fluoranthene 150 1,120 4,360 6,380 167 J 405 U 651 106 J 687 822 2,900Benzo(g,h,i)perylene NL NA 658 J 1,110 J NA NA NA NA NA NA NABenzo(k)fluoranthene 1,500 NA 1,540 J 2,220 NA NA NA NA NA NA NABiphenyl 51,000 NA 182 J 241 J NA NA NA NA NA NA NABis(2-Ethylhexyl)phthalate 35,000 68.4 J 176 J 280 J 132 J 405 U 48.4 J 402 U 403 U 41.7 J 46.0 JCarbazole NL 61.9 J 6,920 6,550 397 U 405 U 32.8 J 402 U 403 U 32.5 J 170 JChrysene 15,000 NA 3,800 4,520 NA NA NA NA NA NA NADibenz(a,h)anthracene 15 114 J 228 J 345 J 397 U 405 U 40.1 J 17.9 J 52.2 J 87.4 J 248 JDibenzofuran 78,000 NA 1,770 J 1,800 J NA NA NA NA NA NA NAFluoranthene 2,300,000 809 15,300 13,800 533 298 J 1,640 73.2 J 1,540 1,940 30,200Fluorene 2,300,000 NA 6,000 5,980 NA NA NA NA NA NA NAIndeno(1,2,3-cd)pyrene 150 406 727 J 1,150 J 59.7 J 405 U 124 J 39.1 J 201 J 308 J 783Naphthalene 3,600 371 U 386 J 385 J 397 U 405 U 420 U 402 U 403 U 400 U 38.3 JPentachlorophenol 890 271 J 10,500 U 10,800 UJ 1,990 U 2,030 U 2,100 U 2,010 U 2,020 U 2,000 U 1,960 UPhenanthrene NL 147 J 16,400 14,900 124 J 195 J 601 11.5 J 181 J 486 30,700Pyrene 1,700,000 NA 7,140 6,580 NA NA NA NA NA NA NA
Pesticides (µg/kg)Methoxychlor 310,000 NA 12.2 J+ 9.60 J NA NA NA NA NA NA NAPCBs (µg/kg) NA ND ND NA NA NA NA NA NA NA
14AD-FA00-SD-A 14AD-FA01-SD-A 14AD-FA01-SD-A-DUP 14AD-FA02-SD-A 14AD-FA03-SD-A 14AD-FA04-SD-A 14AD-FA05-SD-A 14AD-FA06-SD-A 14AD-FA07-SD-A 14AD-FA08-SD-A
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 2
TABLE 214TH AVENUE DITCH SEDIMENT SAMPLING ANALYTICAL RESULTS (0 TO 3 INCHES BSW-SI)
Analyte EPA RSL 14AD-FA00-SD-A 14AD-FA01-SD-A 14AD-FA01-SD-A-DUP 14AD-FA02-SD-A 14AD-FA03-SD-A 14AD-FA04-SD-A 14AD-FA05-SD-A 14AD-FA06-SD-A 14AD-FA07-SD-A 14AD-FA08-SD-A
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL NA 11,900 10,600 NA NA NA NA NA NA NA1,2,3,4,6,7,8-HpCDF NL NA 1,660 1,540 NA NA NA NA NA NA NA1,2,3,4,7,8,9-HpCDF NL NA 115 119 NA NA NA NA NA NA NA1,2,3,4,7,8-HxCDD NL NA 28.1 J 27.7 J NA NA NA NA NA NA NA1,2,3,6,7,8-HxCDD NL NA 239 218 NA NA NA NA NA NA NA1,2,3,7,8,9-HxCDD NL NA 48.5 J 51.4 J NA NA NA NA NA NA NA1,2,3,4,7,8-HxCDF NL NA 200 188 NA NA NA NA NA NA NA1,2,3,6,7,8-HxCDF NL NA 38.6 J 34.5 J NA NA NA NA NA NA NA1,2,3,7,8,9-HxCDF NL NA 14.9 J+ 16.5 J+ NA NA NA NA NA NA NA2,3,4,6,7,8-HxCDF NL NA 75.1 45.5 J NA NA NA NA NA NA NA1,2,3,4,6,7,8,9-OCDD NL NA 171,000 J 159,000 J NA NA NA NA NA NA NA1,2,3,4,6,7,8,9-OCDF NL NA 7,920 7,220 NA NA NA NA NA NA NA1,2,3,7,8-PeCDD NL NA 11.0 J 65.5 U NA NA NA NA NA NA NA1,2,3,7,8-PeCDF NL NA 15.3 J 12.0 J NA NA NA NA NA NA NA2,3,4,7,8-PeCDF NL NA 41.9 J 37.0 J NA NA NA NA NA NA NA2,3,7,8-TCDF NL NA 3.83 J 2.72 J+ NA NA NA NA NA NA NATEQ WHO2005 ND=02 4.5 NA 279 243 NA NA NA NA NA NA NATEQ WHO2005 ND=0.53 4.5 NA 279 243 NA NA NA NA NA NA NATotal Heptachlorodibenzofuran NL NA 8,270 6,680 NA NA NA NA NA NA NATotal Heptachlorodibenzo-p-dioxin NL NA 44,200 J 35,700 J NA NA NA NA NA NA NATotal Hexachlorodibenzofuran NL NA 2,880 2,600 NA NA NA NA NA NA NATotal Hexachlorodibenzo-p-dioxin NL NA 2,340 J+ 1,950 NA NA NA NA NA NA NATotal Pentachlorodibenzofuran NL NA 244 J+ 254 NA NA NA NA NA NA NATotal Pentachlorodibenzo-p-dioxin NL NA 53.5 J+ 44 J+ NA NA NA NA NA NA NATotal Tetrachlorodibenzofuran NL NA 7.27 J 6.39 J NA NA NA NA NA NA NA
Metals (mg/kg)Aluminum 77,000 NA 2,310 1,630 NA NA NA NA NA NA NAArsenic 0.39 3.93 2.83 2.16 1.71 0.88 1.77 3.86 1.27 2.24 1.52Barium 15,000 NA 22.5 17.5 NA NA NA NA NA NA NACadmium 70 NA 0.11 J 0.12 J NA NA NA NA NA NA NACalcium NL NA 5,810 5,050 NA NA NA NA NA NA NAChromium NL 5.07 6.13 8.63 5.81 4.87 4.70 6.49 2.13 12.5 7.35Cobalt 23 NA 1.37 1.17 NA NA NA NA NA NA NACopper 3,100 NA 7.27 5.62 NA NA NA NA NA NA NAIron 55,000 NA 5,370 4,410 NA NA NA NA NA NA NALead 400 37.4 27.3 27.2 6.95 12.1 12.8 12.5 1.93 14.9 5.66Magnesium NL NA 404 413 NA NA NA NA NA NA NAManganese 1,800 NA 57.4 53.7 NA NA NA NA NA NA NAMercury 10 NA 0.015 J 0.027 NA NA NA NA NA NA NANickel 1,500 NA 2.52 2.17 NA NA NA NA NA NA NAPotassium NL NA 98.7 82.1 NA NA NA NA NA NA NASodium NL NA 18.3 J 16.9 J NA NA NA NA NA NA NAVanadium 390 NA 10.0 7.35 NA NA NA NA NA NA NAZinc 23,000 NA 72.1 68.7 NA NA NA NA NA NA NA
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 3
TABLE 214TH AVENUE DITCH SEDIMENT SAMPLING ANALYTICAL RESULTS (0 TO 3 INCHES BSW-SI)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)Acetone 61,000,000Benzene 1,100Ethylbenzene 5,400Isopropylbenzene (Cumene) 2,100,000m,p-Xylene1 590,000o-Xylene 690,000Toluene 5,000,000
Semivolatile Organic Compounds (µg/kg)2-Methylnaphthalene 230,000Acenaphthene 3,400,000Acenaphthylene NLAnthracene 17,000,000Benzo(a)anthracene 150Benzo(a)pyrene 15Benzo(b)fluoranthene 150Benzo(g,h,i)perylene NLBenzo(k)fluoranthene 1,500Biphenyl 51,000Bis(2-Ethylhexyl)phthalate 35,000Carbazole NLChrysene 15,000Dibenz(a,h)anthracene 15Dibenzofuran 78,000Fluoranthene 2,300,000Fluorene 2,300,000Indeno(1,2,3-cd)pyrene 150Naphthalene 3,600Pentachlorophenol 890Phenanthrene NLPyrene 1,700,000
Pesticides (µg/kg)Methoxychlor 310,000PCBs (µg/kg)
NA NA NA NA NA NA NA NA NA NA3.72 U 4.24 U 4.64 U 4.91 U 4.55 U 7.84 U 4.35 U 6.83 U 4.75 U 4.02 UNA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
3.72 U 4.24 U 4.64 U 4.91 U 4.55 U 7.84 U 4.35 U 6.83 U 4.75 U 4.02 U3.72 U 4.24 U 4.64 U 4.91 U 4.55 U 7.84 U 4.35 U 6.83 U 4.75 U 4.02 UNA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
52.2 J 300 J 258 J 371 J 406 141 J 19.3 J 78.9 J 186 J 337 JNA NA NA NA NA NA NA NA NA NA171 J 1,340 580 876 1,390 308 J 414 U 48.1 J 381 J 1,050172 J 1,070 601 1,210 1,450 396 J 128 J 60.6 J 455 1,050292 J 2,050 1,170 2,260 2,670 745 191 J 103 J 933 2,050NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA390 U 391 U 52.9 J 34.1 J 160 J 69.7 J 414 U 505 U 48.2 J 391 U390 U 64.5 J 402 116 J 1,030 265 J 414 U 505 U 92.3 J 78.6 JNA NA NA NA NA NA NA NA NA NA
29.3 J 160 J 111 J 397 U 219 J 75.6 J 414 U 18.9 J 105 J 229 JNA NA NA NA NA NA NA NA NA NA384 J 2,830 1,170 1,190 2,100 346 J 23.2 J 87.2 J 1,730 1,690NA NA NA NA NA NA NA NA NA NA
89.7 J 533 382 J 665 647 204 J 53.5 J 42.7 J 320 J 793390 U 391 U 34.6 J 397 U 33.6 J 499 U 414 U 505 U 454 U 391 U
1,950 U 1,960 U 1,990 U 1,980 U 256 J 2,490 U 2,070 U 2,530 U 2,270 U 1,950 U59.7 J 122 J 278 J 105 J 533 188 J 414 U 43.3 J 1,500 124 JNA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
14AD-FA09-SD-A 14AD-FA10-SD-A 14AD-FA11-SD-A 14AD-FA12-SD-A 14AD-FA13-SD-A 14AD-FA14-SD-A 14AD-FA15-SD-A 14AD-FA16-SD-A 14AD-FA17-SD-A 14AD-FA18-SD-A
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 4
TABLE 214TH AVENUE DITCH SEDIMENT SAMPLING ANALYTICAL RESULTS (0 TO 3 INCHES BSW-SI)
Analyte EPA RSL
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL1,2,3,4,6,7,8-HpCDF NL1,2,3,4,7,8,9-HpCDF NL1,2,3,4,7,8-HxCDD NL1,2,3,6,7,8-HxCDD NL1,2,3,7,8,9-HxCDD NL1,2,3,4,7,8-HxCDF NL1,2,3,6,7,8-HxCDF NL1,2,3,7,8,9-HxCDF NL2,3,4,6,7,8-HxCDF NL1,2,3,4,6,7,8,9-OCDD NL1,2,3,4,6,7,8,9-OCDF NL1,2,3,7,8-PeCDD NL1,2,3,7,8-PeCDF NL2,3,4,7,8-PeCDF NL2,3,7,8-TCDF NLTEQ WHO2005 ND=02 4.5TEQ WHO2005 ND=0.53 4.5Total Heptachlorodibenzofuran NLTotal Heptachlorodibenzo-p-dioxin NLTotal Hexachlorodibenzofuran NLTotal Hexachlorodibenzo-p-dioxin NLTotal Pentachlorodibenzofuran NLTotal Pentachlorodibenzo-p-dioxin NLTotal Tetrachlorodibenzofuran NL
Metals (mg/kg)Aluminum 77,000Arsenic 0.39Barium 15,000Cadmium 70Calcium NLChromium NLCobalt 23Copper 3,100Iron 55,000Lead 400Magnesium NLManganese 1,800Mercury 10Nickel 1,500Potassium NLSodium NLVanadium 390Zinc 23,000
14AD-FA09-SD-A 14AD-FA10-SD-A 14AD-FA11-SD-A 14AD-FA12-SD-A 14AD-FA13-SD-A 14AD-FA14-SD-A 14AD-FA15-SD-A 14AD-FA16-SD-A 14AD-FA17-SD-A 14AD-FA18-SD-A
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA1.48 3.11 1.75 3.00 4.59 1.11 J+ 2.10 13.5 2.93 3.96NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
6.32 8.66 14.3 29.4 16.2 6.94 3.39 12.5 6.67 5.17NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
6.63 9.77 14.3 7.74 10.2 25.9 3.84 34.5 18.4 11.8NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 5
TABLE 214TH AVENUE DITCH SEDIMENT SAMPLING ANALYTICAL RESULTS (0 TO 3 INCHES BSW-SI)
Notes:
1 Value listed is for m-xylene.2 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.3 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch AreaA 0 to 3 inches bsw-sibsw-si Below surface water-sediment interfaceDUP DuplicateEPA U. S. Environmental Protection AgencyFA 14th AvenueHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.µg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRSL EPA Regional Screening Levels for residential soil, April 2012SD SedimentTCDF TetrachlorodibenzofuranU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 6
TABLE 314TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 12 INCHES BSW-SI)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)Acetone 61,000,000 NA 11.9 NA NA NA NA NA NA NA 2.49 JBenzene 1,100 3.80 U 1.67 J 5.08 U 4.79 U 5.04 U 5.96 U 4.24 U 4.00 U 6.08 U 4.17 UCarbon disulfide 820,000 NA 2.54 J NA NA NA NA NA NA NA 3.20 JCyclohexane 7,000,000 NA 1.10 J NA NA NA NA NA NA NA 4.17 UEthylbenzene 5,400 NA 8.80 NA NA NA NA NA NA NA 4.17 UIsopropylbenzene (Cumene) 2,100,000 NA 16.0 NA NA NA NA NA NA NA 4.17 Um,p-Xylene1 590,000 3.80 U 33.0 5.08 U 4.79 U 5.04 U 5.96 U 4.24 U 4.00 U 6.08 U 4.17 UMethylcyclohexane NL NA 1.73 J NA NA NA NA NA NA NA 4.17 Uo-Xylene 690,000 3.80 U 9.86 5.08 U 4.79 U 5.04 U 5.96 U 4.24 U 4.00 U 6.08 U 4.17 UToluene 5,000,000 NA 3.98 J NA NA NA NA NA NA NA 4.17 U
Semivolatile Organic Compounds (µg/kg)2-Chlorophenol 390,000 76.8 J 2,050 U 393 U 396 U 419 U 408 U 386 U 1,600 U 392 U 383 U2-Methylnaphthalene 230,000 NA 9,750 NA NA NA NA NA NA NA 268 JAcenaphthene 3,400,000 NA 17,000 NA NA NA NA NA NA NA 3,030 J-Acenaphthylene NL 166 J 1,450 J 32.9 J 15.4 J 70.9 J 64.3 J 60.9 J 622 J 137 J 383 UAnthracene 17,000,000 NA 10,900 NA NA NA NA NA NA NA 2,530Benzo(a)anthracene 150 324 J 8,480 236 J 173 J 214 J 148 J 201 J 6,660 J 414 J 2,430Benzo(a)pyrene 15 431 4,710 95.1 J 61.7 J 219 J 189 J 184 J 3,830 J 354 J 955Benzo(b)fluoranthene 150 889 8,900 160 J 104 J 356 J 262 J 288 J 7,860 J 760 J 1,300Benzo(g,h,i)perylene NL NA 1,390 J NA NA NA NA NA NA NA 377 JBenzo(k)fluoranthene 1,500 NA 3,770 NA NA NA NA NA NA NA 700Biphenyl 51,000 NA 1,890 J NA NA NA NA NA NA NA 251 JBis(2-Ethylhexyl)phthalate 35,000 115 J 281 J 393 U 396 U 24.5 J 408 U 386 U 1,600 U 49.1 J 383 UCarbazole NL 49.9 J 1,500 J 393 U 41.1 J 419 U 62.9 J 386 U 133 J 29.6 J 90.8 JChrysene 15,000 NA 8,380 NA NA NA NA NA NA NA 2,120Dibenz(a,h)anthracene 15 108 J 505 J 393 U 396 U 33.3 J 33.3 J 29.1 J 424 J 54.6 J 93.6 JDibenzofuran 78,000 NA 9,740 NA NA NA NA NA NA NA 2,960 J-Fluoranthene 2,300,000 411 41,200 1,120 950 580 183 J 591 12,600 J 1,260 J 15,400Fluorene 2,300,000 NA 18,300 NA NA NA NA NA NA NA 5,200 J-Indeno(1,2,3-cd)pyrene 150 393 1,550 J 46.0 J 27.3 J 124 J 92.2 J 98.5 J 1,230 J 173 J 371 JNaphthalene 3,600 77.0 J 2,880 393 U 396 U 419 U 408 U 386 U 1,600 U 392 U 113 JPhenanthrene NL 51.1 J 52,500 380 J 1,110 63.6 J 48.1 J 121 J 1,440 J 539 J 21,200Phenol 18,000,000 62.4 J 2,050 U 393 U 396 U 419 U 408 U 386 U 1,600 U 392 U 383 UPyrene 1,700,000 NA 21,100 NA NA NA NA NA NA NA 7,580 J-
Pesticides (µg/kg)4,4'-DDD 2,000 NA 24.9 U NA NA NA NA NA NA NA 2.62 JMethoxychlor 310,000 NA 4.92 J+ NA NA NA NA NA NA NA 231 UPCBs (µg/kg) NA ND NA NA NA NA NA NA NA ND
14AD-FA05-SB-B 14AD-FA06-SB-B 14AD-FA07-SB-B 14AD-FA08-SB-B14AD-FA07-SB-B-DUP14AD-FA00-SB-B 14AD-FA01-SB-B 14AD-FA02-SB-B 14AD-FA03-SB-B 14AD-FA04-SB-B
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 7
TABLE 314TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 12 INCHES BSW-SI)
Analyte EPA RSL 14AD-FA05-SB-B 14AD-FA06-SB-B 14AD-FA07-SB-B 14AD-FA08-SB-B14AD-FA07-SB-B-DUP14AD-FA00-SB-B 14AD-FA01-SB-B 14AD-FA02-SB-B 14AD-FA03-SB-B 14AD-FA04-SB-B
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL NA 21,500 NA NA NA NA NA NA NA 5,9201,2,3,4,6,7,8-HpCDF NL NA 3,440 NA NA NA NA NA NA NA 1,0301,2,3,4,7,8,9-HpCDF NL NA 260 J NA NA NA NA NA NA NA 88.41,2,3,4,7,8-HxCDD NL NA 60.6 J NA NA NA NA NA NA NA 55.8 U1,2,3,6,7,8-HxCDD NL NA 428 J- NA NA NA NA NA NA NA 1541,2,3,7,8,9-HxCDD NL NA 96.7 J NA NA NA NA NA NA NA 26.6 J1,2,3,4,7,8-HxCDF NL NA 470 J NA NA NA NA NA NA NA 2711,2,3,6,7,8-HxCDF NL NA 77.8 J NA NA NA NA NA NA NA 37.5 J1,2,3,7,8,9-HxCDF NL NA 24.3 J NA NA NA NA NA NA NA 23.7 J+2,3,4,6,7,8-HxCDF NL NA 156 NA NA NA NA NA NA NA 33.6 J1,2,3,4,6,7,8,9-OCDD NL NA 331,000 J NA NA NA NA NA NA NA 94,200 J1,2,3,4,6,7,8,9-OCDF NL NA 17,800 NA NA NA NA NA NA NA 3,6701,2,3,7,8-PeCDD NL NA 22.2 J NA NA NA NA NA NA NA 55.8 U1,2,3,7,8-PeCDF NL NA 25.7 J NA NA NA NA NA NA NA 12.9 J2,3,4,7,8-PeCDF NL NA 91.4 J NA NA NA NA NA NA NA 61.52,3,7,8-TCDF NL NA 6.20 J NA NA NA NA NA NA NA 11.2 UTEQ WHO2005 ND=02 4.5 NA 540 NA NA NA NA NA NA NA 173TEQ WHO2005 ND=0.53 4.5 NA 541 NA NA NA NA NA NA NA 174Total Heptachlorodibenzofuran NL NA 18,400 NA NA NA NA NA NA NA 4,860Total Heptachlorodibenzo-p-dioxin NL NA 75,300 J NA NA NA NA NA NA NA 23,300 JTotal Hexachlorodibenzofuran NL NA 6,880 J+ NA NA NA NA NA NA NA 2,820Total Hexachlorodibenzo-p-dioxin NL NA 3,720 J+ NA NA NA NA NA NA NA 1,050Total Pentachlorodibenzofuran NL NA 516 J+ NA NA NA NA NA NA NA 313 J+Total Pentachlorodibenzo-p-dioxin NL NA 136 J+ NA NA NA NA NA NA NA 55.8 UTotal Tetrachlorodibenzofuran NL NA 6.20 J+ NA NA NA NA NA NA NA 7.54 J
Metals (mg/kg)Aluminum 77,000 NA 2,610 NA NA NA NA NA NA NA 4,810Arsenic 0.39 2.01 2.85 2.43 0.29 J 2.08 10.7 1.72 0.86 J+ 0.80 J+ 0.62 J+Barium 15,000 NA 25.8 NA NA NA NA NA NA NA 26.2Beryllium 160 NA 0.25 U NA NA NA NA NA NA NA 0.12 JCadmium 70 NA 0.10 J NA NA NA NA NA NA NA 0.042 JCalcium NL NA 8,520 NA NA NA NA NA NA NA 836Chromium NL 9.35 5.90 6.02 3.77 5.50 3.21 2.98 5.46 3.37 5.92Cobalt 23 NA 1.59 NA NA NA NA NA NA NA 0.70Copper 3,100 NA 4.70 NA NA NA NA NA NA NA 2.30Iron 55,000 NA 4,760 NA NA NA NA NA NA NA 3,590Lead 400 68.3 17.0 5.25 5.59 11.4 20.2 2.62 19.4 J 9.74 J 5.01Magnesium NL NA 623 NA NA NA NA NA NA NA 227Manganese 1,800 NA 63.1 NA NA NA NA NA NA NA 61.0Mercury 10 NA 0.030 NA NA NA NA NA NA NA 0.016Nickel 1,500 NA 2.17 NA NA NA NA NA NA NA 1.86 UPotassium NL NA 115 NA NA NA NA NA NA NA 184Sodium NL NA 19.2 J NA NA NA NA NA NA NA 20.0 JVanadium 390 NA 8.10 NA NA NA NA NA NA NA 6.77Zinc 23,000 NA 62.8 NA NA NA NA NA NA NA 14.8
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 8
TABLE 314TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 12 INCHES BSW-SI)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)Acetone 61,000,000Benzene 1,100Carbon disulfide 820,000Cyclohexane 7,000,000Ethylbenzene 5,400Isopropylbenzene (Cumene) 2,100,000m,p-Xylene1 590,000Methylcyclohexane NLo-Xylene 690,000Toluene 5,000,000
Semivolatile Organic Compounds (µg/kg)2-Chlorophenol 390,0002-Methylnaphthalene 230,000Acenaphthene 3,400,000Acenaphthylene NLAnthracene 17,000,000Benzo(a)anthracene 150Benzo(a)pyrene 15Benzo(b)fluoranthene 150Benzo(g,h,i)perylene NLBenzo(k)fluoranthene 1,500Biphenyl 51,000Bis(2-Ethylhexyl)phthalate 35,000Carbazole NLChrysene 15,000Dibenz(a,h)anthracene 15Dibenzofuran 78,000Fluoranthene 2,300,000Fluorene 2,300,000Indeno(1,2,3-cd)pyrene 150Naphthalene 3,600Phenanthrene NLPhenol 18,000,000Pyrene 1,700,000
Pesticides (µg/kg)4,4'-DDD 2,000Methoxychlor 310,000PCBs (µg/kg)
NA NA NA NA NA NA NA NA NA NA4.51 U 4.69 U 4.43 U 4.65 U 0.780 J 4.76 U 4.71 U 6.68 U 4.56 U 4.03 UNA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
4.51 U 4.69 U 4.43 U 4.65 U 1.07 J 4.76 U 4.71 U 6.68 U 4.56 U 4.03 UNA NA NA NA NA NA NA NA NA NA
4.51 U 4.69 U 4.43 U 4.65 U 0.365 J 4.76 U 4.71 U 6.68 U 4.56 U 4.03 UNA NA NA NA NA NA NA NA NA NA
722 386 U 406 U 4,050 U 2,030 U 398 U 411 U 871 U 418 U 392 UNA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
41.6 J 135 J 152 J 2,990 J 250 J 47.9 J 37.7 J 544 J 135 J 85.5 JNA NA NA NA NA NA NA NA NA NA134 J 568 376 J 6,540 835 J 92.7 J 88.1 J 4,000 J- 283 J 457127 J 457 432 9,640 780 J 135 J 117 J 2,720 J- 349 J 319 J241 J 894 812 15,800 1,470 J 290 J 228 J 5,180 J- 625 584NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA391 U 386 U 113 J 4,050 U 2,030 U 398 U 411 U 871 U 27.7 J 392 U391 U 48.0 J 34.1 J 383 J 6,390 398 U 411 U 289 J+ 34.8 J 392 UNA NA NA NA NA NA NA NA NA NA391 U 73.0 J 106 J 1,150 J 121 J 24.2 J 15.1 J 455 J 85.8 J 59.4 JNA NA NA NA NA NA NA NA NA NA359 J 1,620 803 8,870 1,580 J 88.7 J 138 J 8,740 J- 437 954NA NA NA NA NA NA NA NA NA NA
68.7 J 249 J 254 J 3,380 J 454 J 74.9 J 53.9 J 1,560 264 J 196 J391 U 386 U 406 U 4,050 U 429 J 398 U 411 U 86.6 J 418 U 392 U
61.7 J 48.8 J 31.0 J 411 J 1,890 J 398 U 11.6 J 752 J+ 38.1 J 177 J391 U 386 U 406 U 4,050 U 2,030 U 398 U 411 U 871 U 418 U 392 UNA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
14AD-FA14-SB-B 14AD-FA15-SB-B 14AD-FA16-SB-B 14AD-FA17-SB-B 14AD-FA18-SB-B14AD-FA09-SB-B 14AD-FA10-SB-B 14AD-FA11-SB-B 14AD-FA12-SB-B 14AD-FA13-SB-B
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 9
TABLE 314TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 12 INCHES BSW-SI)
Analyte EPA RSL
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL1,2,3,4,6,7,8-HpCDF NL1,2,3,4,7,8,9-HpCDF NL1,2,3,4,7,8-HxCDD NL1,2,3,6,7,8-HxCDD NL1,2,3,7,8,9-HxCDD NL1,2,3,4,7,8-HxCDF NL1,2,3,6,7,8-HxCDF NL1,2,3,7,8,9-HxCDF NL2,3,4,6,7,8-HxCDF NL1,2,3,4,6,7,8,9-OCDD NL1,2,3,4,6,7,8,9-OCDF NL1,2,3,7,8-PeCDD NL1,2,3,7,8-PeCDF NL2,3,4,7,8-PeCDF NL2,3,7,8-TCDF NLTEQ WHO2005 ND=02 4.5TEQ WHO2005 ND=0.53 4.5Total Heptachlorodibenzofuran NLTotal Heptachlorodibenzo-p-dioxin NLTotal Hexachlorodibenzofuran NLTotal Hexachlorodibenzo-p-dioxin NLTotal Pentachlorodibenzofuran NLTotal Pentachlorodibenzo-p-dioxin NLTotal Tetrachlorodibenzofuran NL
Metals (mg/kg)Aluminum 77,000Arsenic 0.39Barium 15,000Beryllium 160Cadmium 70Calcium NLChromium NLCobalt 23Copper 3,100Iron 55,000Lead 400Magnesium NLManganese 1,800Mercury 10Nickel 1,500Potassium NLSodium NLVanadium 390Zinc 23,000
14AD-FA14-SB-B 14AD-FA15-SB-B 14AD-FA16-SB-B 14AD-FA17-SB-B 14AD-FA18-SB-B14AD-FA09-SB-B 14AD-FA10-SB-B 14AD-FA11-SB-B 14AD-FA12-SB-B 14AD-FA13-SB-B
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA1.60 2.00 4.07 1.63 3.11 0.71 J+ 1.68 J+ 3.40 2.58 3.55NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
5.28 4.02 11.5 6.06 5.75 4.63 3.44 7.39 6.35 5.14NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
6.38 6.12 24.7 9.18 7.68 7.54 2.94 18.1 13.1 6.57NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 10
TABLE 314TH AVENUE DITCH SUBUSRFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 12 INCHES BSW-SI)
Notes:
1 Value listed is for m-xylene.2 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.3 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch AreaB 6 to 12 inches bsw-sibsw-si Below surface water-sediment interfaceDUP DuplicateEPA U. S. Environmental Protection AgencyFA 14th AvenueHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.J- The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased low.µg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRSL EPA Regional Screening Levels for residential soil, April 2012SB Subsurface soilTCDF TetrachlorodibenzofuranU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 11
TABLE 414TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (12 TO 24 INCHES BSW-SI)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)2-Butanone 28,000,000 NA 410 U NA NA NA NA NA NA NA 0.806 JAcetone 61,000,000 NA 410 U NA NA NA NA NA NA NA 1.12 JCarbon disulfide 820,000 NA 205 U NA NA NA NA NA NA NA 3.00 JEthylbenzene 5,400 NA 171 J NA NA NA NA NA NA NA 4.76 UIsopropylbenzene (Cumene) 2,100,000 NA 116 J NA NA NA NA NA NA NA 4.76 Um,p-Xylene1 590,000 4.48 U 413 0.978 J 6.57 U 0.715 J 3.69 U 4.78 U 5.27 U 4.54 U 4.76 UMethyl Acetate 78,000,000 NA 43.2 J NA NA NA NA NA NA NA 4.76 Uo-Xylene 690,000 4.48 U 170 J 4.78 U 6.57 U 4.88 U 3.69 U 4.78 U 5.27 U 4.54 U 4.76 UToluene 5,000,000 NA 41.3 J NA NA NA NA NA NA NA 4.76 U
Semivolatile Organic Compounds (µg/kg)2-Methylnaphthalene 230,000 NA 9,580 J- NA NA NA NA NA NA NA 1,270Acenaphthene 3,400,000 NA 15,200 J- NA NA NA NA NA NA NA 4,360Acenaphthylene NL 156 J 1,350 J- 398 U 46.7 J 31.1 J 406 U 49.4 J 107 J 181 J 383 UAnthracene 17,000,000 NA 32,600 J- NA NA NA NA NA NA NA 3,520Benzo(a)anthracene 150 499 9,550 J- 398 U 397 J 119 J 406 U 174 J 462 J 834 J 3,380Benzo(a)pyrene 15 465 J 4,280 J- 398 U 148 J 112 J 406 U 155 J 372 J 674 J 1,280Benzo(b)fluoranthene 150 1,000 J 7,720 J- 398 U 245 J 183 J 406 U 278 J 684 J 1,470 J 1,590Benzo(g,h,i)perylene NL NA 1,170 J- NA NA NA NA NA NA NA 572Benzo(k)fluoranthene 1,500 NA 3,270 J- NA NA NA NA NA NA NA 1,040Biphenyl 51,000 NA 2,580 J- NA NA NA NA NA NA NA 383 UBis(2-Ethylhexyl)phthalate 35,000 38.5 J 2,000 UJ 398 U 411 U 421 U 406 U 389 U 204 J 87.2 J 383 UCarbazole NL 52.5 J 11,600 J- 398 U 36.6 J 421 U 406 U 389 U 29.1 J 65.9 J 325 JChrysene 15,000 NA 8,510 J- NA NA NA NA NA NA NA 2,800Dibenz(a,h)anthracene 15 93.1 J 427 J- 398 U 19.9 J 15.9 J 406 U 23.0 J 43.3 J 84.9 J 170 JDibenzofuran 78,000 NA 13,600 J- NA NA NA NA NA NA NA 4,300Fluoranthene 2,300,000 1,140 43,600 62.4 J 2,070 427 406 U 571 1,060 J 1,860 J 19,500Fluorene 2,300,000 NA 24,200 J- NA NA NA NA NA NA NA 6,910Indeno(1,2,3-cd)pyrene 150 339 J 1,230 J- 398 U 58.6 J 55.3 J 406 U 81.3 J 159 J 255 J 544Naphthalene 3,600 182 J 19,200 J- 398 U 411 U 421 U 406 U 389 U 414 U 406 U 1,400Phenanthrene NL 385 66,100 15.9 J 2,160 41.5 J 406 U 109 J 198 J 290 J 27,200Pyrene 1,700,000 NA 21,900 J- NA NA NA NA NA NA NA 10,200
Pesticides (µg/kg)4,4'-DDD 2,000 NA 24.6 U NA NA NA NA NA NA NA 2.98 JEndosulfan sulfate2 370,000 NA 5.19 J NA NA NA NA NA NA NA 46.6 UMethoxychlor 310,000 NA 123 U NA NA NA NA NA NA NA 10.8 JPCBs (µg/kg) NA ND NA NA NA NA NA NA NA ND
14AD-FA00-SB-C 14AD-FA01-SB-C 14AD-FA02-SB-C 14AD-FA04-SB-C14AD-FA03-SB-C 14AD-FA06-SB-C14AD-FA05-SB-C 14AD-FA07-SB-C 14AD-FA07-SB-C-DUP 14AD-FA08-SB-C
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 12
TABLE 414TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (12 TO 24 INCHES BSW-SI)
Analyte EPA RSL 14AD-FA00-SB-C 14AD-FA01-SB-C 14AD-FA02-SB-C 14AD-FA04-SB-C14AD-FA03-SB-C 14AD-FA06-SB-C14AD-FA05-SB-C 14AD-FA07-SB-C 14AD-FA07-SB-C-DUP 14AD-FA08-SB-C
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL NA 18,800 NA NA NA NA NA NA NA 6,5801,2,3,4,6,7,8-HpCDF NL NA 2,170 NA NA NA NA NA NA NA 1,1101,2,3,4,7,8,9-HpCDF NL NA 244 NA NA NA NA NA NA NA 53.2 U1,2,3,4,7,8-HxCDD NL NA 74.1 J NA NA NA NA NA NA NA 6.51 J1,2,3,6,7,8-HxCDD NL NA 387 NA NA NA NA NA NA NA 1731,2,3,7,8,9-HxCDD NL NA 79.5 J NA NA NA NA NA NA NA 17.5 J1,2,3,4,7,8-HxCDF NL NA 342 NA NA NA NA NA NA NA 2601,2,3,6,7,8-HxCDF NL NA 64.9 J NA NA NA NA NA NA NA 40.9 J1,2,3,7,8,9-HxCDF NL NA 112 J NA NA NA NA NA NA NA 21.1 J+2,3,4,6,7,8-HxCDF NL NA 108 J NA NA NA NA NA NA NA 43.1 J1,2,3,4,6,7,8,9-OCDD NL NA 356,000 J NA NA NA NA NA NA NA 103,000 J1,2,3,4,6,7,8,9-OCDF NL NA 9,130 NA NA NA NA NA NA NA 4,1901,2,3,7,8-PeCDF NL NA 24.6 J NA NA NA NA NA NA NA 13.4 J2,3,4,7,8-PeCDF NL NA 79.0 J NA NA NA NA NA NA NA 44.5 JTEQ WHO2005 ND=03 4.5 NA 463 NA NA NA NA NA NA NA 179TEQ WHO2005 ND=0.54 4.5 NA 477 NA NA NA NA NA NA NA 180Total Heptachlorodibenzofuran NL NA 10,800 NA NA NA NA NA NA NA 5,190Total Heptachlorodibenzo-p-dioxin NL NA 68,200 NA NA NA NA NA NA NA 26,700 JTotal Hexachlorodibenzofuran NL NA 5,040 NA NA NA NA NA NA NA 2,510Total Hexachlorodibenzo-p-dioxin NL NA 4,340 NA NA NA NA NA NA NA 863Total Pentachlorodibenzofuran NL NA 427 NA NA NA NA NA NA NA 261Total Pentachlorodibenzo-p-dioxin NL NA 34.5 J NA NA NA NA NA NA NA 53.2 U
Metals (mg/kg)Aluminum 77,000 NA 2,860 NA NA NA NA NA NA NA 4,590Arsenic 0.39 5.63 2.12 2.07 0.32 J 2.37 5.05 1.77 1.61 0.99 0.47 UBarium 15,000 NA 30.8 NA NA NA NA NA NA NA 23.4Beryllium 160 NA 0.25 U NA NA NA NA NA NA NA 0.099 JCadmium 70 NA 0.031 J NA NA NA NA NA NA NA 0.041 JCalcium NL NA 3,390 NA NA NA NA NA NA NA 902Chromium NL 6.64 4.35 9.88 4.35 3.43 3.46 J 2.29 9.00 J 3.93 J 6.99Cobalt 23 NA 1.36 NA NA NA NA NA NA NA 0.63Copper 3,100 NA 2.72 NA NA NA NA NA NA NA 2.33Iron 55,000 NA 5,600 NA NA NA NA NA NA NA 3,490Lead 400 38.7 7.88 3.92 5.80 6.04 9.24 J 1.55 22.4 J 11.5 J 4.63Magnesium NL NA 196 NA NA NA NA NA NA NA 226Manganese 1,800 NA 59.1 NA NA NA NA NA NA NA 58.9Mercury 10 NA 0.032 NA NA NA NA NA NA NA 0.011 JNickel 1,500 NA 1.57 J NA NA NA NA NA NA NA 2.26Potassium NL NA 111 NA NA NA NA NA NA NA 175Sodium NL NA 14.0 J NA NA NA NA NA NA NA 19.5 JVanadium 390 NA 7.43 NA NA NA NA NA NA NA 6.35Zinc 23,000 NA 32.9 NA NA NA NA NA NA NA 10.9
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 13
TABLE 414TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (12 TO 24 INCHES BSW-SI)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)2-Butanone 28,000,000Acetone 61,000,000Carbon disulfide 820,000Ethylbenzene 5,400Isopropylbenzene (Cumene) 2,100,000m,p-Xylene1 590,000Methyl Acetate 78,000,000o-Xylene 690,000Toluene 5,000,000
Semivolatile Organic Compounds (µg/kg)2-Methylnaphthalene 230,000Acenaphthene 3,400,000Acenaphthylene NLAnthracene 17,000,000Benzo(a)anthracene 150Benzo(a)pyrene 15Benzo(b)fluoranthene 150Benzo(g,h,i)perylene NLBenzo(k)fluoranthene 1,500Biphenyl 51,000Bis(2-Ethylhexyl)phthalate 35,000Carbazole NLChrysene 15,000Dibenz(a,h)anthracene 15Dibenzofuran 78,000Fluoranthene 2,300,000Fluorene 2,300,000Indeno(1,2,3-cd)pyrene 150Naphthalene 3,600Phenanthrene NLPyrene 1,700,000
Pesticides (µg/kg)4,4'-DDD 2,000Endosulfan sulfate2 370,000Methoxychlor 310,000PCBs (µg/kg)
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
4.42 U 4.01 U 5.05 U 4.84 U 4.41 U 5.90 U 18.6 U 3.63 U 5.67 U 4.34 UNA NA NA NA NA NA NA NA NA NA
4.42 U 4.01 U 5.05 U 4.84 U 4.41 U 5.90 U 18.6 U 3.63 U 5.67 U 4.34 UNA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
50.3 J 36.3 J 218 J 837 26.0 J 45.3 J 50.6 J 22.6 J 63.6 J 53.2 JNA NA NA NA NA NA NA NA NA NA163 J 76.7 J 677 2,880 219 J 86.3 J 202 J 85.2 J 408 139 J159 J 76.7 J 719 2,880 181 J 117 J 237 J 83.3 J 221 J 144 J293 J 131 J 1,320 4,880 326 J 225 J 412 174 J 350 J 295 JNA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA392 U 396 U 89.9 J 63.1 J 392 U 411 U 390 U 388 U 401 U 389 U392 U 396 U 47.4 J 81.2 J 1,120 411 U 390 U 388 U 68.5 J 389 UNA NA NA NA NA NA NA NA NA NA392 U 396 U 163 J 407 U 30.8 J 411 U 40.5 J 388 U 39.0 J 30.1 JNA NA NA NA NA NA NA NA NA NA539 140 J 1,120 4,230 517 90.5 J 211 J 142 J 1,670 332 JNA NA NA NA NA NA NA NA NA NA
78.7 J 49.7 J 508 1,280 91.6 J 74.4 J 113 J 35.0 J 99.5 J 96.4 J392 U 396 U 398 U 407 U 72.8 J 411 U 390 U 388 U 401 U 389 U
60.3 J 396 U 39.6 J 149 J 482 11.9 J 13.2 J 42.1 J 2,520 127 JNA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
14AD-FA09-SB-C 14AD-FA10-SB-C 14AD-FA11-SB-C 14AD-FA12-SB-C 14AD-FA13-SB-C 14AD-FA14-SB-C 14AD-FA15-SB-C 14AD-FA16-SB-C 14AD-FA17-SB-C 14AD-FA18-SB-C
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 14
TABLE 414TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (12 TO 24 INCHES BSW-SI)
Analyte EPA RSL
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL1,2,3,4,6,7,8-HpCDF NL1,2,3,4,7,8,9-HpCDF NL1,2,3,4,7,8-HxCDD NL1,2,3,6,7,8-HxCDD NL1,2,3,7,8,9-HxCDD NL1,2,3,4,7,8-HxCDF NL1,2,3,6,7,8-HxCDF NL1,2,3,7,8,9-HxCDF NL2,3,4,6,7,8-HxCDF NL1,2,3,4,6,7,8,9-OCDD NL1,2,3,4,6,7,8,9-OCDF NL1,2,3,7,8-PeCDF NL2,3,4,7,8-PeCDF NLTEQ WHO2005 ND=03 4.5TEQ WHO2005 ND=0.54 4.5Total Heptachlorodibenzofuran NLTotal Heptachlorodibenzo-p-dioxin NLTotal Hexachlorodibenzofuran NLTotal Hexachlorodibenzo-p-dioxin NLTotal Pentachlorodibenzofuran NLTotal Pentachlorodibenzo-p-dioxin NL
Metals (mg/kg)Aluminum 77,000Arsenic 0.39Barium 15,000Beryllium 160Cadmium 70Calcium NLChromium NLCobalt 23Copper 3,100Iron 55,000Lead 400Magnesium NLManganese 1,800Mercury 10Nickel 1,500Potassium NLSodium NLVanadium 390Zinc 23,000
14AD-FA09-SB-C 14AD-FA10-SB-C 14AD-FA11-SB-C 14AD-FA12-SB-C 14AD-FA13-SB-C 14AD-FA14-SB-C 14AD-FA15-SB-C 14AD-FA16-SB-C 14AD-FA17-SB-C 14AD-FA18-SB-C
NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA0.54 2.20 1.71 1.34 J+ 3.60 J 0.51 U 2.00 2.96 9.59 5.90NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
5.57 4.72 7.04 12.4 5.60 J 3.06 3.88 5.00 6.97 7.40NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
3.41 3.30 14.8 7.26 6.61 6.40 2.47 6.98 12.7 5.60NA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NA NA
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 15
TABLE 414TH AVENUE DITCH SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (12 TO 24 INCHES BSW-SI)
Notes:
1 Value listed is for m-xylene.2 Value listed is for endosulfan.3 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.4 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch Areabsw-si Below surface water-sediment interfaceC 12 to 24 inches bsw-siDUP DuplicateEPA U. S. Environmental Protection AgencyFA 14th AvenueHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.J- The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased low.µg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRSL EPA Regional Screening Levels for residential soil, April 2012SB Subsurface soilTCDF TetrachlorodibenzofuranU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch Area Final Interim Remedial Investigation Report
Appendix B - Page 16
TABLE 5ON-SITE SURFACE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 6 INCHES BGS)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)2-Butanone 28,000,000 NA NA NA 0.780 J NA NA NA NA NAAcetone 61,000,000 NA NA NA 3.20 J NA NA NA NA NACarbon disulfide 820,000 NA NA NA 0.918 J NA NA NA NA NAMethylcyclohexane NL NA NA NA 0.524 J NA NA NA NA NA
Semivolatile Organic Compounds (µg/kg)Acenaphthene 3,400,000 NA NA NA 101 J NA NA NA NA NAAcenaphthylene NL 4,280 169 J 4,140 984 J 849 2,000 298 J 14,100 J 10,800Anthracene 17,000,000 NA NA NA 1,060 J NA NA NA NA NABenzo(a)anthracene 150 6,580 269 J 10,100 3,100 2,990 6,790 621 J 74,300 J 22,900 JBenzo(a)pyrene 15 9,540 332 J 8,650 2,680 2,270 6,710 947 J 75,900 J 28,300 JBenzo(b)fluoranthene 150 19,600 765 23,400 7,660 6,120 16,200 2,480 180,000 J 67,400 JBenzo(g,h,i)perylene NL NA NA NA 1,440 NA NA NA NA NABenzo(k)fluoranthene 1,500 NA NA NA 2,570 NA NA NA NA NACarbazole NL 988 J 308 J 1,940 436 J 559 J 775 J 1,750 U 9,150 J 6,220 JChrysene 15,000 NA NA NA 5,580 NA NA NA NA NADibenz(a,h)anthracene 15 2,360 J 75.1 J 2,330 J 1,370 U 654 J 973 J 143 J 19,000 J 8,120 JDibenzofuran 78,000 NA NA NA 109 J NA NA NA NA NAFluoranthene 2,300,000 7,000 369 24,300 13,600 7,610 16,300 1,050 J 112,000 J 25,500 JFluorene 2,300,000 NA NA NA 250 J NA NA NA NA NAIndeno(1,2,3-cd)pyrene 150 8,280 256 J 10,000 1,550 2,160 3,140 432 J 57,100 J 25,300 JNaphthalene 3,600 192 J 352 U 75.8 J 48.2 J 38.2 J 1,700 U 1,750 U 639 J 254 JPentachlorophenol 890 2,840 J 1,760 U 4,270 J 6,860 U 1,610 J 3,330 J 8,730 U 91,800 U 8,570 JPhenanthrene NL 1,120 J 150 J 3,650 3,080 1,470 1,020 J 1,750 U 2,130 J 1,520 JPyrene 1,700,000 NA NA NA 7,600 NA NA NA NA NAPesticides (µg/kg) NA NA NA ND NA NA NA NA NAPCBs (µg/kg) NA NA NA ND NA NA NA NA NA
14AD-KM08-SS-A 14AD-KM08-SS-A-DUP14AD-KM02-SS-A 14AD-KM03-SS-A14AD-KM01-SS-A 14AD-KM04-SS-A 14AD-KM05-SS-A 14AD-KM06-SS-A 14AD-KM07-SS-A
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 17
TABLE 5ON-SITE SURFACE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 6 INCHES BGS)
Analyte EPA RSL 14AD-KM08-SS-A 14AD-KM08-SS-A-DUP14AD-KM02-SS-A 14AD-KM03-SS-A14AD-KM01-SS-A 14AD-KM04-SS-A 14AD-KM05-SS-A 14AD-KM06-SS-A 14AD-KM07-SS-A
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL NA NA NA 6,750 NA NA NA NA NA1,2,3,4,6,7,8-HpCDF NL NA NA NA 747 NA NA NA NA NA1,2,3,4,7,8,9-HpCDF NL NA NA NA 61.5 NA NA NA NA NA1,2,3,4,7,8-HxCDD NL NA NA NA 24.9 J NA NA NA NA NA1,2,3,6,7,8-HxCDD NL NA NA NA 111 NA NA NA NA NA1,2,3,7,8,9-HxCDD NL NA NA NA 40.8 J NA NA NA NA NA1,2,3,4,7,8-HxCDF NL NA NA NA 84.9 NA NA NA NA NA1,2,3,4,6,7,8,9-OCDD NL NA NA NA 95,800 J NA NA NA NA NA1,2,3,4,6,7,8,9-OCDF NL NA NA NA 3,870 NA NA NA NA NA2,3,4,6,7,8-HxCDF NL NA NA NA 15.5 J NA NA NA NA NA2,3,4,7,8-PeCDF NL NA NA NA 15.8 J NA NA NA NA NATEQ WHO2005 ND=01 4.5 NA NA NA 138 NA NA NA NA NATEQ WHO2005 ND=0.52 4.5 NA NA NA 139 NA NA NA NA NATotal Heptachlorodibenzofuran NL NA NA NA 3,690 NA NA NA NA NATotal Heptachlorodibenzo-p-dioxin NL NA NA NA 22,800 J NA NA NA NA NATotal Hexachlorodibenzofuran NL NA NA NA 1,060 NA NA NA NA NATotal Hexachlorodibenzo-p-dioxin NL NA NA NA 1,440 NA NA NA NA NATotal Pentachlorodibenzofuran NL NA NA NA 99.2 J+ NA NA NA NA NATotal Pentachlorodibenzo-p-dioxin NL NA NA NA 41.7 J+ NA NA NA NA NATotal Tetrachlorodibenzofuran NL NA NA NA 2.27 J NA NA NA NA NATotal Tetrachlorodibenzo-p-dioxin NL NA NA NA 5.09 J NA NA NA NA NA
Metals (mg/kg)Aluminum 77,000 NA NA NA 3,950 NA NA NA NA NAArsenic 0.39 7.87 1.93 4.28 14.9 3.38 3.20 2.83 13.4 20.8Barium 15,000 NA NA NA 20.8 NA NA NA NA NABeryllium 160 NA NA NA 0.27 NA NA NA NA NACadmium 70 NA NA NA 0.070 J NA NA NA NA NACalcium NL NA NA NA 57,800 NA NA NA NA NAChromium NL 7.49 8.71 11.3 11.5 8.89 9.43 13.0 6.91 J 11.6 JCobalt 23 NA NA NA 1.74 NA NA NA NA NACopper 3,100 NA NA NA 4.85 NA NA NA NA NAIron 55,000 NA NA NA 10,500 NA NA NA NA NALead 400 8.87 3.18 12.1 8.49 4.87 10.1 4.14 23.8 J 41.3 JMagnesium NL NA NA NA 1,440 NA NA NA NA NAManganese 1,800 NA NA NA 115 NA NA NA NA NAMercury 10 NA NA NA 0.046 NA NA NA NA NANickel 1,500 NA NA NA 4.81 NA NA NA NA NAPotassium NL NA NA NA 243 NA NA NA NA NASodium NL NA NA NA 34.5 J NA NA NA NA NAVanadium 390 NA NA NA 18.3 NA NA NA NA NAZinc 23,000 NA NA NA 73.3 NA NA NA NA NA
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 18
TABLE 5ON-SITE SURFACE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 6 INCHES BGS)
Notes:
1 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.2 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch AreaA 0 to 6 inches bgsbgs Below ground surface DUP DuplicateEPA U. S. Environmental Protection AgencyHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.KM Former Kerr-McGee Wood Treating Facilityµg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRSL EPA Regional Screening Levels for residential soil, April 2012SS Surface soilTCDF TetrachlorodibenzofuransU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 19
TABLE 6ON-SITE SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (5 TO 6 FEET BGS)
Analyte EPA RSLVolatile Organic Compounds (µg/kg) ND ND ND ND ND ND ND NDSemivolatile Organic Compounds (µg/kg)Acenaphthylene NL 380 U 101 J 15.4 J 388 U 364 U 370 U 377 U 385 UBenzo(a)anthracene 150 380 U 473 372 U 388 U 364 U 370 U 377 U 75.4 JBenzo(a)pyrene 15 380 U 505 21.7 J 388 U 364 U 370 U 377 U 77.4 JBenzo(b)fluoranthene 150 380 U 812 372 U 388 U 364 U 370 U 377 U 166 JDibenz(a,h)anthracene 15 380 U 92.5 J 372 U 388 U 364 U 370 U 377 U 13.9 JFluoranthene 2,300,000 380 U 856 89.7 J 388 U 364 U 20.1 J 9.25 J 71.9 JIndeno(1,2,3-cd)pyrene 150 380 U 300 J 372 U 388 U 364 U 370 U 377 U 28.4 JPhenanthrene NL 380 U 44.8 J 21.1 J 388 U 364 U 370 U 377 U 385 UPesticides (µg/kg) NA NA NA ND NA NA NA NAPCBs (µg/kg) NA NA NA ND NA NA NA NADioxins and Furans (pg/g)1,2,3,4,6,7,8,9-OCDD NL NA NA NA 81.9 NA NA NA NA2,3,7,8-TCDF NL NA NA NA 0.589 J NA NA NA NATEQ WHO2005 ND=01 4.5 NA NA NA 0.0835 NA NA NA NATEQ WHO2005 ND=0.52 4.5 NA NA NA 1.11 NA NA NA NATotal Heptachlorodibenzo-p-dioxin NL NA NA NA 5.92 NA NA NA NATotal Tetrachlorodibenzofuran NL NA NA NA 0.589 J NA NA NA NAMetals (mg/kg)Aluminum 77,000 NA NA NA 8,900 NA NA NA NAArsenic 0.39 1.04 1.36 0.57 0.49 J+ 1.18 0.49 0.52 1.74Barium 15,000 NA NA NA 39.3 NA NA NA NABeryllium 160 NA NA NA 0.42 NA NA NA NACadmium 70 NA NA NA 0.028 J NA NA NA NACalcium NL NA NA NA 273 NA NA NA NAChromium NL 4.85 5.75 3.83 6.37 4.63 2.43 3.62 4.40Cobalt 23 NA NA NA 1.32 NA NA NA NACopper 3,100 NA NA NA 2.95 NA NA NA NAIron 55,000 NA NA NA 6,940 NA NA NA NALead 400 4.29 4.22 2.41 6.27 1.80 3.15 3.83 3.00Magnesium NL NA NA NA 318 NA NA NA NAManganese 1,800 NA NA NA 24.7 NA NA NA NAPotassium NL NA NA NA 124 NA NA NA NASelenium 390 NA NA NA 0.19 J NA NA NA NASodium NL NA NA NA 227 NA NA NA NAVanadium 390 NA NA NA 9.21 NA NA NA NAZinc 23,000 NA NA NA 8.41 NA NA NA NA
14AD-KM08-SB-B14AD-KM04-SB-B14AD-KM03-SB-B14AD-KM01-SB-B 14AD-KM02-SB-B 14AD-KM05-SB-B 14AD-KM06-SB-B 14AD-KM07-SB-B
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 20
TABLE 6ON-SITE SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (5 TO 6 FEET BGS)
Notes:
1 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.2 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch AreaB 5 to 6 feet bgsbgs Below ground surface DUP DuplicateEPA U. S. Environmental Protection AgencyHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.KM Former Kerr-McGee Wood Treating Facilityµg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRSL EPA Regional Screening Levels for residential soil, April 2012SB Subsurface soilTCDF TetrachlorodibenzofuransU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 21
TABLE 7ON-SITE SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (3 TO 3.5 AND 6 TO 7 FEET BGS)
Analyte EPA RSLVolatile Organic Compounds (µg/kg) ND ND ND ND ND ND ND ND ND
Semivolatile Organic Compounds (µg/kg)Acenaphthylene NL 376 U 384 U 4,880 366 U 384 U 378 U 375 U 394 U 369 UBenzo(a)anthracene 150 376 U 384 U 20,300 366 U 384 U 378 U 375 U 394 U 369 UBenzo(a)pyrene 15 376 U 384 U 18,200 366 U 384 U 378 U 21.0 J 394 U 369 UBenzo(b)fluoranthene 150 376 U 384 U 36,500 366 U 384 U 378 U 375 U 394 U 369 UCarbazole NL 376 U 384 U 1,370 J 366 U 384 U 378 U 375 U 394 U 369 UDibenz(a,h)anthracene 15 376 U 384 U 3,050 J 366 U 384 U 378 U 375 U 394 U 369 UFluoranthene 2,300,000 376 U 11.6 J 96,000 9.72 J 384 U 378 U 40.4 J 394 U 369 UIndeno(1,2,3-cd)pyrene 150 376 U 384 U 11,500 366 U 384 U 378 U 375 U 394 U 369 UNaphthalene 3,600 376 U 384 U 780 J 366 U 384 U 378 U 375 U 394 U 369 UPentachlorophenol 890 1,880 U 1,920 U 1,450 J 1,830 U 1,920 U 1,890 U 1,870 U 1,970 U 1,850 UPhenanthrene NL 376 U 384 U 28,500 366 U 384 U 378 U 375 U 394 U 369 U
Metals (mg/kg)Arsenic 0.39 1.06 1.37 4.56 0.66 0.31 J 0.31 J 0.45 U 1.19 0.36 JChromium NL 4.75 5.84 12.5 3.23 4.86 1.76 3.19 4.76 2.06Lead 400 4.33 4.37 14.4 2.46 5.47 1.10 1.48 4.96 1.49
14AD-KM02-SB-D 14AD-KM03-SB-C14AD-KM01-SB-C 14AD-KM02-SB-C 14AD-KM08-SB-C14AD-KM05-SB-C 14AD-KM06-SB-C 14AD-KM07-SB-C14AD-KM04-SB-C
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 22
TABLE 7ON-SITE SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (3 TO 3.5 AND 6 TO 7 FEET BGS)
Notes:
## Station identification number14AD 14th Avenue Ditch Areabgs Below ground surface C 6 to 7 feet bgsD 3 to 3.5 feet bgsDUP DuplicateEPA U. S. Environmental Protection AgencyHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.KM Former Kerr-McGee Wood Treating Facilityµg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRSL EPA Regional Screening Levels for residential soil, April 2012SB Subsurface soilTCDF TetrachlorodibenzofuransU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
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Appendix B - Page 23
TABLE 8RESIDENTIAL/COMMERCIAL SURFACE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 6 INCHES BGS)
Analyte EPA RSLVolatile Organic Compounds (µg/kg)Acetone 61,000,000 NA NA NA NA 7.39 J NA NASemivolatile Organic Compounds (µg/kg)Acenaphthylene NL 376 U 41.1 J 23.6 J 55.0 J 12.9 J 14.3 J 369 UAnthracene 17,000,000 NA NA NA NA 13.6 J NA NABenzo(a)anthracene 150 376 U 199 J 40.8 J 71.4 J 362 U 365 U 369 UBenzo(a)pyrene 15 17.1 J 166 J 52.5 J 61.0 J 17.8 J 18.3 J 369 UBenzo(b)fluoranthene 150 376 U 228 J 161 J 245 J 362 U 365 U 369 UBenzo(k)fluoranthene 1,500 NA NA NA NA 15.9 J NA NABis(2-Ethylhexyl)phthalate 35,000 62.2 J 40.2 J 223 J 183 J 29.2 J 365 U 369 UCarbazole NL 376 U 48.0 J 26.4 J 74.5 J 362 U 365 U 369 UChrysene 15,000 NA NA NA NA 19.8 J NA NADibenz(a,h)anthracene 15 376 U 32.2 J 382 U 390 U 362 U 365 U 369 UFluoranthene 2,300,000 19.0 J 330 J 147 J 401 22.4 J 21.7 J 369 UIndeno(1,2,3-cd)pyrene 150 376 U 98.2 J 47.3 J 52.9 J 362 U 365 U 369 UNaphthalene 3,600 376 U 76.5 J 382 U 390 U 362 U 365 U 369 UPhenanthrene NL 376 U 341 J 64.2 J 102 J 362 U 365 U 369 UPyrene 1,700,000 NA NA NA NA 17.3 J NA NAPesticides (µg/kg)Dieldrin 30 NA NA NA NA 1.77 J NA NAPCBs (µg/kg) NA NA NA NA ND NA NA
14AD-RP02-SS-A14AD-RP01-SS-A 14AD-RP03-SS-A 14AD-RP06-SS-A14AD-RP04-SS-A 14AD-RP05-SS-A14AD-RP03-SS-A-DUP
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 24
TABLE 8RESIDENTIAL/COMMERCIAL SURFACE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 6 INCHES BGS)
Analyte EPA RSL 14AD-RP02-SS-A14AD-RP01-SS-A 14AD-RP03-SS-A 14AD-RP06-SS-A14AD-RP04-SS-A 14AD-RP05-SS-A14AD-RP03-SS-A-DUP
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL NA NA NA NA 190 NA NA1,2,3,4,6,7,8-HpCDF NL NA NA NA NA 33.6 NA NA1,2,3,4,7,8,9-HpCDF NL NA NA NA NA 2.41 J NA NA1,2,3,4,7,8-HxCDD NL NA NA NA NA 1.06 J NA NA1,2,3,6,7,8-HxCDD NL NA NA NA NA 3.99 J NA NA1,2,3,7,8,9-HxCDD NL NA NA NA NA 2.03 J NA NA1,2,3,4,7,8-HxCDF NL NA NA NA NA 3.58 J NA NA1,2,3,6,7,8-HxCDF NL NA NA NA NA 1.67 J NA NA1,2,3,7,8,9-HxCDF NL NA NA NA NA 0.798 J NA NA1,2,3,4,6,7,8,9-OCDD NL NA NA NA NA 2,860 NA NA1,2,3,4,6,7,8,9-OCDF NL NA NA NA NA 111 NA NA1,2,3,7,8-PeCDD NL NA NA NA NA 0.375 J+ NA NA1,2,3,7,8-PeCDF NL NA NA NA NA 0.302 J+ NA NA2,3,4,6,7,8-HxCDF NL NA NA NA NA 1.92 J NA NA2,3,4,7,8-PeCDF NL NA NA NA NA 1.25 J NA NA2,3,7,8-TCDF NL NA NA NA NA 0.662 J+ NA NATEQ WHO2005 ND=01 4.5 NA NA NA NA 5.40 NA NATEQ WHO2005 ND=0.52 4.5 NA NA NA NA 5.45 NA NATotal Heptachlorodibenzofuran NL NA NA NA NA 116 NA NATotal Heptachlorodibenzo-p-dioxin NL NA NA NA NA 561 NA NATotal Hexachlorodibenzofuran NL NA NA NA NA 49.2 NA NATotal Hexachlorodibenzo-p-dioxin NL NA NA NA NA 44.6 NA NATotal Pentachlorodibenzofuran NL NA NA NA NA 10.2 NA NATotal Pentachlorodibenzo-p-dioxin NL NA NA NA NA 2.93 J NA NATotal Tetrachlorodibenzofuran NL NA NA NA NA 3.04 NA NATotal Tetrachlorodibenzo-p-dioxin NL NA NA NA NA 0.442 J NA NAMetals (mg/kg)Aluminum 77,000 NA NA NA NA 2,040 NA NAArsenic 0.39 1.62 1.15 2.66 1.78 1.46 1.77 0.80Barium 15,000 NA NA NA NA 28.5 NA NACalcium NL NA NA NA NA 722 NA NAChromium NL 7.34 5.93 12.6 9.97 3.90 7.46 9.31Cobalt 23 NA NA NA NA 1.37 NA NACopper 3,100 NA NA NA NA 14.4 NA NAIron 55,000 NA NA NA NA 4,490 NA NALead 400 30.6 27.0 367 284 23.9 11.2 6.09Magnesium NL NA NA NA NA 104 NA NAManganese 1,800 NA NA NA NA 204 NA NAMercury 10 NA NA NA NA 0.018 NA NANickel 1,500 NA NA NA NA 1.08 J NA NAPotassium NL NA NA NA NA 70.8 NA NASodium NL NA NA NA NA 7.48 J NA NAThallium 0.78 NA NA NA NA 0.11 J NA NAVanadium 390 NA NA NA NA 6.85 NA NAZinc 23,000 NA NA NA NA 12.8 NA NA
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 25
TABLE 8RESIDENTIAL/COMMERCIAL SURFACE SOIL SAMPLING ANALYTICAL RESULTS (0 TO 6 INCHES BGS)
Notes:
1 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.2 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch AreaA 0 to 6 inches bgsbgs Below ground surface DUP DuplicateEPA U. S. Environmental Protection AgencyHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.µg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRP Residential propertyRSL EPA Regional Screening Levels for residential soil, April 2012SS Surface soilTCDF TetrachlorodibenzofuransU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 26
TABLE 9RESIDENTIAL/COMMERCIAL SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (5 TO 6 FEET BGS)
Analyte EPA RSLVolatile Organic Compounds (µg/kg)Benzene 1,100 4.19 U 7.20 U 4.38 U 197 3.75 U 4.10 Um,p-Xylene1 590,000 4.19 U 7.20 U 4.38 U 69.1 3.75 U 4.10 Uo-Xylene 690,000 4.19 U 7.20 U 4.38 U 2.07 J 3.75 U 4.10 USemivolatile Organic Compounds (µg/kg) ND ND ND ND ND NDMetals (mg/kg)Arsenic 0.39 2.40 0.44 U 3.15 0.23 J 0.47 U 5.31Chromium NL 6.66 2.00 6.74 2.00 3.17 4.40Lead 400 2.99 2.43 6.92 3.53 2.16 1.98
14AD-RP02-SB-B14AD-RP01-SB-B 14AD-RP03-SB-B 14AD-RP06-SB-B14AD-RP04-SB-B 14AD-RP05-SB-B
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Appendix B - Page 27
TABLE 9RESIDENTIAL/COMMERCIAL SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (5 TO 6 FEET BGS)
Notes:
1 Value listed is for m-xylene.## Station identification number14AD 14th Avenue Ditch AreaB 5 to 6 feet bgsbgs Below ground surface DUP DuplicateEPA U. S. Environmental Protection AgencyHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.µg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRP Residential propertyRSL EPA Regional Screening Levels for residential soil, April 2012SB Subsurface soilTCDF TetrachlorodibenzofuransU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 28
TABLE 10RESIDENTIAL/COMMERCIAL SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 7 FEET BGS)
Analyte EPA RSL
Volatile Organic Compounds (µg/kg)Benzene 1,100 4.21 U 4.51 U 3.99 U 125 4.33 U 5.66 UCyclohexane 7,000,000 NA NA NA 13.2 NA NAEthylbenzene 5,400 NA NA NA 2.13 J NA NAIsopropylbenzene (Cumene) 2,100,000 NA NA NA 5.34 NA NAm,p-Xylene1 590,000 4.21 U 4.51 U 3.99 U 0.933 J 4.33 U 5.66 UMethylcyclohexane NL NA NA NA 10.6 NA NAo-Xylene 690,000 4.21 U 4.51 U 3.99 U 0.700 J 4.33 U 5.66 Utert-Butyl methyl ether (MTBE) 43,000 NA NA NA 25.9 NA NAToluene 5,000,000 NA NA NA 0.952 J NA NA
Semivolatile Organic Compounds (µg/kg)2-Methylnaphthalene 230,000 NA NA NA 18.3 J NA NAAnthracene 17,000,000 NA NA NA 18.8 J NA NABenzo(a)pyrene 15 364 U 379 U 379 U 20.3 J 385 U 367 UBenzo(k)fluoranthene 1,500 NA NA NA 28.1 J NA NAChrysene 15,000 NA NA NA 19.8 J NA NAFluoranthene 2,300,000 364 U 379 U 379 U 30.9 J 385 U 367 UFluorene 2,300,000 NA NA NA 12.0 U NA NAPhenanthrene NL 364 U 379 U 379 U 10.4 J 385 U 367 UPyrene 1,700,000 NA NA NA 27.7 J NA NAPesticides (µg/kg) NA NA NA ND NA NAPCBs (µg/kg) NA NA NA ND NA NA
Dioxins and Furans (pg/g)1,2,3,4,6,7,8-HpCDD NL NA NA NA 13.3 NA NA1,2,3,6,7,8-HxCDD NL NA NA NA 0.207 J NA NA1,2,3,7,8,9-HxCDD NL NA NA NA 0.867 J NA NA1,2,3,4,6,7,8,9-OCDD NL NA NA NA 169 NA NA2,3,7,8-TCDF NL NA NA NA 0.485 J NA NATEQ WHO2005 ND=02 4.5 NA NA NA 0.291 NA NATEQ WHO2005 ND=0.53 4.5 NA NA NA 1.27 NA NATotal Heptachlorodibenzo-p-dioxin NL NA NA NA 29.8 NA NATotal Hexachlorodibenzo-p-dioxin NL NA NA NA 11.3 NA NATotal Pentachlorodibenzo-p-dioxin NL NA NA NA 1.62 J NA NATotal Tetrachlorodibenzofuran NL NA NA NA 0.838 J NA NATotal Tetrachlorodibenzo-p-dioxin NL NA NA NA 3.76 NA NA
Metals (mg/kg)Aluminum 77,000 NA NA NA 2,960 NA NAArsenic 0.39 2.98 0.46 U 1.37 0.29 J 1.07 4.42Barium 15,000 NA NA NA 39.4 NA NACalcium NL NA NA NA 587 NA NAChromium NL 6.34 3.47 3.77 3.04 6.52 3.54Copper 3,100 NA NA NA 1.55 NA NAIron 55,000 NA NA NA 1,860 NA NALead 400 2.76 2.48 3.61 2.57 3.58 1.78Magnesium NL NA NA NA 128 NA NAManganese 1,800 NA NA NA 15.8 NA NANickel 1,500 NA NA NA 0.95 J NA NAPotassium NL NA NA NA 75.5 NA NASodium NL NA NA NA 46.0 J NA NAVanadium 390 NA NA NA 4.76 NA NAZinc 23,000 NA NA NA 5.00 NA NA
14AD-RP02-SB-C14AD-RP01-SB-C 14AD-RP03-SB-C 14AD-RP06-SB-C14AD-RP04-SB-C 14AD-RP05-SB-C
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 29
TABLE 10RESIDENTIAL/COMMERCIAL SUBSURFACE SOIL SAMPLING ANALYTICAL RESULTS (6 TO 7 FEET BGS)
Notes:
1 Value listed is for m-xylene.2 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a zero value for non-detects.3 Value listed is the toxicity equivalent using the 2005 World Health Organization toxicity factors and using a 0.5 value for non-detects.## Station identification number14AD 14th Avenue Ditch Areabgs Below ground surface C 6 to 7 feet bgsDUP DuplicateEPA U. S. Environmental Protection AgencyHpCDD Heptachlorodibenzo-p-dioxinsHpCDF HeptachlorodibenzofuranHxCDD Hexachlorodibenzo-p-dioxinsHxCDF HexachlorodibenzofuransJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.µg/kg micrograms per kilogrammg/kg milligrams per kilogramNA Not analyzedND Not detectedNL Not listedOCDD Octachlorodibenzo-p-dioxinOCDF OctachlorodibenzofuranPeCDD Pentachlorodibenzo-p-dioxinPeCDF Pentachlorodibenzofuranpg/g picograms per gramRP Residential propertyRSL EPA Regional Screening Levels for residential soil, April 2012SB Subsurface soilTCDF TetrachlorodibenzofuransU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 30
TABLE 11COMPARISON OF PAH IMMUNOASSAY AND ANALYTICAL LABORATORY RESULTS
Laboratory Results Immunoassay
14AD-FA00-SB-B 2.85 >0.066514AD-FA00-SB-C 5.96 >0.066514AD-FA00-SD-A 3.78 >0.066514AD-FA01-SB-B * 213 >0.066514AD-FA01-SB-C * 270 >0.066514AD-FA01-SD-A * 89.1 >0.066514AD-FA01-SD-A-DUP * 90.3 >0.066514AD-FA02-SB-B 2.07 >0.066514AD-FA02-SB-C 0.078 >0.066514AD-FA02-SD-A 1.12 >0.066514AD-FA03-SB-B 2.44 >0.066514AD-FA03-SB-C 5.15 >0.066514AD-FA03-SD-A 0.613 >0.066514AD-FA04-SB-B 1.66 >0.066514AD-FA04-SB-C 0.985 >0.066514AD-FA04-SD-A 3.88 >0.066514AD-FA05-SB-B 1.02 >0.066514AD-FA05-SB-C ND >0.066514AD-FA05-SD-A 0.439 >0.066514AD-FA06-SB-B 1.57 >0.066514AD-FA06-SB-C 1.44 >0.066514AD-FA06-SD-A 3.63 >0.066514AD-FA07-SB-B 34.7 >0.066514AD-FA07-SB-B-DUP 3.69 >0.066514AD-FA07-SB-C 3.09 >0.066514AD-FA07-SB-C-DUP 5.65 >0.066514AD-FA07-SD-A 5.06 >0.066514AD-FA08-SB-B * 56.1 >0.066514AD-FA08-SB-C * 75.5 >0.066514AD-FA08-SD-A 72.3 >0.066514AD-FA09-SB-B 1.03 >0.066514AD-FA09-SB-C 1.34 >0.066514AD-FA09-SD-A 1.25 >0.066514AD-FA10-SB-B 4.04 >0.066514AD-FA10-SB-C 0.510 >0.066514AD-FA10-SD-A 8.41 >0.066514AD-FA11-SB-B 2.97 >0.066514AD-FA11-SB-C 4.76 >0.066514AD-FA11-SD-A 4.58 >0.066514AD-FA12-SB-B 76.3 >0.066514AD-FA12-SB-C 17.1 >0.066514AD-FA12-SD-A 6.68 >0.066514AD-FA13-SB-B 7.81 >0.066514AD-FA13-SB-C 1.95 >0.066514AD-FA13-SD-A 9.45 >0.066514AD-FA14-SB-B 0.753 >0.066514AD-FA14-SB-C 0.650 >0.066514AD-FA14-SD-A 2.40 >0.066514AD-FA15-SB-B 0.689 >0.066514AD-FA15-SB-C 1.28 >0.066514AD-FA15-SD-A 0.415 >0.066514AD-FA16-SB-B 24.0 >0.0665
Sample IdentificationTotal PAH Results in ppm
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 31
TABLE 11COMPARISON OF PAH IMMUNOASSAY AND ANALYTICAL LABORATORY RESULTS
Laboratory Results Immunoassay
Sample IdentificationTotal PAH Results in ppm
14AD-FA16-SB-C 0.584 >0.066514AD-FA16-SD-A 0.483 >0.066514AD-FA17-SB-B 2.22 >0.066514AD-FA17-SB-C 5.37 >0.066514AD-FA17-SD-A 5.61 >0.066514AD-FA18-SB-B 2.83 >0.066514AD-FA18-SB-C 1.22 >0.066514AD-FA18-SD-A 7.32 >0.066514AD-KM01-SB-B ND >0.066514AD-KM01-SB-C ND >0.066514AD-KM01-SS-A 95.7 >0.066514AD-KM02-SB-B 3.18 >0.066514AD-KM02-SB-C 0.0116 >0.066514AD-KM02-SS-A 2.39 >0.066514AD-KM03-SB-B 0.148 0.026414AD-KM03-SB-C 0.00972 0.018914AD-KM03-SS-A 122 >0.066514AD-KM04-SB-B * ND 0.0035814AD-KM04-SB-C ND >0.066514AD-KM04-SS-A * 51.3 >0.066514AD-KM05-SB-B ND 0.0078314AD-KM05-SB-C ND 0.030714AD-KM05-SS-A 24.2 >0.066514AD-KM06-SB-B 0.0199 0.0082314AD-KM06-SB-C 0.0614 0.023914AD-KM06-SS-A 53.1 >0.066514AD-KM07-SB-B 0.00925 0.025214AD-KM07-SB-C ND 0.029614AD-KM07-SS-A 5.97 >0.066514AD-KM08-SB-B 0.433 >0.066514AD-KM08-SB-C ND 0.0065014AD-KM08-SS-A 535 >0.066514AD-KM08-SS-A-DUP 299 >0.0665
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 32
TABLE 11COMPARISON OF PAH IMMUNOASSAY AND ANALYTICAL LABORATORY RESULTS
Notes:
* The full PAH list (16 compounds) was reported for these samples.## Station identification number> Greater than14AD 14th Avenue Ditch AreaA 0 to 3 inches bsw-si for FA samplesA 0 to 6 inches bgs for KM samplesB 6 to 12 inches bsw-si for FA samplesB 5 to 6 feet bgs for KM samplesbgs Below ground surface bsw-si Below surface water-sediment interfaceC 12 to 24 inches bsw-si for FA samplesC 6 to 7 feet bgs for KM samplesDUP DuplicateFA 14th AvenueKM Former Kerr-McGee Wood Treating FacilityND Not detectedPAH Polynuclear aromatic hydrocarbonsppm Parts per millionSB Subsurface soilSD SedimentSS Surface soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 33
TABLE 12COMPARISON OF PAH ULTRAVIOLET FLUORESCENCE SPECTROSCOPY AND ANALYTICAL
LABORATORY RESULTS
Laboratory ResultUVF Restek Calibration
Standard RPDUVF United Kingdom Calibration Standard RPD
14AD-FA00-SB-B 2.85 41.8 / 37.1 174 / 171 16.4 14114AD-FA00-SB-C 5.96 59.3 163 20.6 11014AD-FA00-SD-A 3.78 24.2 146 7.7 6814AD-FA01-SB-B * 213 2239 165 243.6 1314AD-FA01-SB-C * 270 2279 158 234.6 1414AD-FA01-SD-A * 89.1 102.8 14 156.9 5514AD-FA01-SD-A-DUP * 90.3 46.2 65 83.8 7.514AD-FA02-SB-B 2.07 73 189 18.5 16014AD-FA02-SB-C 0.078 4 192 1.2 17614AD-FA02-SD-A 1.12 1.3 15 1.6 3514AD-FA03-SB-B 2.44 66.1 186 6.9 9614AD-FA03-SB-C 5.15 39.1 153 4.5 1314AD-FA03-SD-A 0.613 7.2 169 4.8 15514AD-FA04-SB-B 1.66 17.0 / 23.9 164 / 174 8.3 13314AD-FA04-SB-C 0.985 39.1 190 12.1 17014AD-FA04-SD-A 3.88 14.4 115 4.2 7.914AD-FA05-SB-B 1.02 16.4 177 5.8 14014AD-FA05-SB-C ND 30.8 NC 8.7 NC14AD-FA05-SD-A 0.439 34.8 / 18.7 195 / 191 11.8 18614AD-FA06-SB-B 1.57 38.1 / 23.4 184 / 175 12.4 15514AD-FA06-SB-C 1.44 6.5 127 2 3314AD-FA06-SD-A 3.63 13.1 113 3.9 7.214AD-FA07-SB-B 34.7 65.8 / 46.5 62/29 18.7 6014AD-FA07-SB-B-DUP 3.69 18.9 135 5.4 3814AD-FA07-SB-C 3.09 27.4 / 67.4 159/182 8.4 9214AD-FA07-SB-C-DUP 5.65 53.4 162 16.3 9714AD-FA07-SD-A 5.06 96.1 180 30.5 14314AD-FA08-SB-B * 56.1 628.8 167 74.2 2814AD-FA08-SB-C * 75.5 715.7 162 85.3 1214AD-FA08-SD-A 72.3 616.3 158 75.2 414AD-FA09-SB-B 1.03 15.9 176 4.9 13114AD-FA09-SB-C 1.34 17 171 5.3 11914AD-FA09-SD-A 1.25 14.2 168 5 12014AD-FA10-SB-B 4.04 81.7 / 71.7 181/179 26.3 14714AD-FA10-SB-C 0.510 9.8 180 3.3 14614AD-FA10-SD-A 8.41 94.7 / 76.8 167/161 35.1 12314AD-FA11-SB-B 2.97 76.3 185 24.4 15714AD-FA11-SB-C 4.76 88.1 179 26.6 13914AD-FA11-SD-A 4.58 57.3 170 19 12214AD-FA12-SB-B 76.3 321.4 123 102.4 2914AD-FA12-SB-C 17.1 227.5 172 70 12114AD-FA12-SD-A 6.68 56.2 158 23.3 11114AD-FA13-SB-B 7.81 98.8 171 51.3 14714AD-FA13-SB-C 1.95 105.7 193 45.2 18314AD-FA13-SD-A 9.45 72.2 154 23.8 8614AD-FA14-SB-B 0.753 17.9 184 6.6 15914AD-FA14-SB-C 0.650 21.2 188 7.2 15914AD-FA14-SD-A 2.40 67.7 186 16.5 14914AD-FA15-SB-B 0.689 13.7 181 4 14114AD-FA15-SB-C 1.28 5.4 123 2.1 4914AD-FA15-SD-A 0.415 7.6 179 2.6 14514AD-FA16-SB-B 24.0 21.9 / 66.6 9.2/94 NA NC14AD-FA16-SB-C 0.584 30.2 / 20.7 96/189 10.2 17814AD-FA16-SD-A 0.483 71.3 197 62.7 19714AD-FA17-SB-B 2.22 63.2 186 20.1 16014AD-FA17-SB-C 5.37 261.8 192 32.4 14314AD-FA17-SD-A 5.61 41.8 153 13.9 8514AD-FA18-SB-B 2.83 77.8 186 22.1 155
Sample IdentificationTotal PAH Results in ppm
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 34
TABLE 12COMPARISON OF PAH ULTRAVIOLET FLUORESCENCE SPECTROSCOPY AND ANALYTICAL
LABORATORY RESULTS
Laboratory ResultUVF Restek Calibration
Standard RPDUVF United Kingdom Calibration Standard RPD
Sample IdentificationTotal PAH Results in ppm
14AD-FA18-SB-C 1.22 25.2 182 8.2 14814AD-FA18-SD-A 7.32 61.3 157 22.8 10314AD-KM01-SB-B ND <0.1 NC <0.1 NC14AD-KM01-SB-C ND <0.1 NC <0.1 NC14AD-KM01-SS-A 95.7 238.8 86 84.4 1314AD-KM02-SB-B 3.18 32.2 164 11.4 11314AD-KM02-SB-C 0.0116 <0.1 NC 0.3 18514AD-KM02-SS-A 2.39 20.9 159 18 15314AD-KM03-SB-B 0.148 <0.1 NC <0.1 NC14AD-KM03-SB-C 0.00972 <0.1 NC <0.1 NC14AD-KM03-SS-A 122 187 / 267.7 42/75 79.7 4214AD-KM04-SB-B * ND 0.1 NC 0.1 NC14AD-KM04-SB-C ND <0.1 NC <0.1 NC14AD-KM04-SS-A * 51.3 73.7 36 30.5 5114AD-KM05-SB-B ND <0.1 NC <0.1 NC14AD-KM05-SB-C ND <0.1 NC <0.1 NC14AD-KM05-SS-A 24.2 68.9 96 24.7 214AD-KM06-SB-B 0.0199 0.9 191 0.3 17514AD-KM06-SB-C 0.0614 0.8 171 0.3 13214AD-KM06-SS-A 53.1 319.4 143 126 8114AD-KM07-SB-B 0.00925 <0.1 NC <0.1 NC14AD-KM07-SB-C ND <0.1 NC <0.1 NC14AD-KM07-SS-A 5.97 33.1 139 12.6 7114AD-KM08-SB-B 0.433 2.3 137 0.8 6014AD-KM08-SB-C ND <0.1 NC <0.1 NC14AD-KM08-SS-A 535 1539 97 402.9 2814AD-KM08-SS-A-DUP 299 994.1 108 269.7 10
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 35
TABLE 12COMPARISON OF PAH ULTRAVIOLET FLUORESCENCE SPECTROSCOPY AND ANALYTICAL
LABORATORY RESULTS
Notes:
* The full PAH list (16 compounds) was reported for these samples.## Station identification number< Less than14AD 14th Avenue Ditch AreaA 0 to 3 inches bsw-si for FA samplesA 0 to 6 inches bgs for KM samplesB 6 to 12 inches bsw-si for FA samplesB 5 to 6 feet bgs for KM samplesbgs Below ground surface bsw-si Below surface water-sediment interfaceC 12 to 24 inches bsw-si for FA samplesC 6 to 7 feet bgs for KM samplesDUP DuplicateFA 14th AvenueKM Former Kerr-McGee Wood Treating FacilityNA Not analyzedNC Not calculableND Not detectedPAH Polynuclear aromatic hydrocarbonsppm Parts per millionRPD Relative percent differenceSB Subsurface soilSD SedimentSS Surface soilUVF Ultraviolet fluorescence
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 36
TABLE 13COMPARISON OF CARCINOGENIC BENZO(A)PYRENE EQUIVALENTS AND ANALYTICAL
LABORATORY BENZO(A)PYRENE RESULTS
Laboratory Benzo(a)pyrene Results
UVF Restek Calibration Standard (cBaP) RPD
UVF United Kingdom Calibration Standard (cBaP) RPD
14AD-FA00-SB-B 0.431 2.94 / 3.37 149 / 155 2.73 14514AD-FA00-SB-C 0.465 1.13 83.4 1.72 11514AD-FA00-SD-A 0.496 0.40 21.4 0.69 32.714AD-FA01-SB-B 4.71 64.16 173 26.29 13914AD-FA01-SB-C 4.28 30.1 150 11.76 93.314AD-FA01-SD-A 2.2 6.01 92.8 6.01 92.814AD-FA01-SD-A-DUP 2.9 3.09 6.34 3.11 7.0014AD-FA02-SB-B 0.0951 0.28 98.6 0.92 16314AD-FA02-SB-C ND 0.07 NC 0.14 NC14AD-FA02-SD-A 0.0921 0.11 17.7 0.16 53.914AD-FA03-SB-B 0.0617 <0.48 NC <0.48 NC14AD-FA03-SB-C 0.148 0.35 81.1 0.32 73.514AD-FA03-SD-A 0.0371 0.14 116 0.19 13514AD-FA04-SB-B 0.219 1.13 / 0.71 135 / 106 1.26 14114AD-FA04-SB-C 0.112 0.90 156 1.01 16014AD-FA04-SD-A 0.317 0.28 12.4 0.45 34.714AD-FA05-SB-B 0.189 0.55 97.7 0.58 10214AD-FA05-SB-C ND 0.46 NC 0.72 NC14AD-FA05-SD-A 0.0854 0.72 / 0.97 158 / 168 1.08 17114AD-FA06-SB-B 0.184 1.23 / 0.55 148 / 99.7 1.69 16114AD-FA06-SB-C 0.155 0.18 14.9 0.26 50.614AD-FA06-SD-A 0.386 0.31 21.8 0.44 13.114AD-FA07-SB-B 3.83 0.98 / 0.67 119 / 140 1.92 66.414AD-FA07-SB-B-DUP 0.354 0.36 1.68 0.54 41.614AD-FA07-SB-C 0.372 0.54 / 1.72 36.8 / 129 0.66 55.814AD-FA07-SB-C-DUP 0.674 <0.79 NC 1.15 52.214AD-FA07-SD-A 0.516 2.17 123 3.62 15014AD-FA08-SB-B 0.955 8.89 161 5.31 13914AD-FA08-SB-C 1.28 9.20 151 5.42 12414AD-FA08-SD-A 2.04 8.33 121 4.93 82.914AD-FA09-SB-B 0.127 0.32 86.4 0.42 10714AD-FA09-SB-C 0.159 0.41 88.2 0.56 11214AD-FA09-SD-A 0.172 0.52 101 0.55 10514AD-FA10-SB-B 0.457 2.18 / 2.63 131 / 141 3.02 14714AD-FA10-SB-C 0.077 0.30 119 0.44 14114AD-FA10-SD-A 1.07 3.63 / 3.77 109 / 112 3.52 10714AD-FA11-SB-B 0.432 3.22 153 3.55 15714AD-FA11-SB-C 0.719 3.13 125 3.94 13814AD-FA11-SD-A 0.601 1.95 106 2.54 12314AD-FA12-SB-B 9.64 14.79 42.1 17.85 59.714AD-FA12-SB-C 2.88 7.90 93.1 10.61 11514AD-FA12-SD-A 1.21 4.89 121 4.41 11414AD-FA13-SB-B 0.78 <1.82 NC 3.10 12014AD-FA13-SB-C 0.181 <1.75 NC 3.02 17714AD-FA13-SD-A 1.45 1.50 3.39 2.19 40.714AD-FA14-SB-B 0.135 0.71 136 0.65 13114AD-FA14-SB-C 0.117 0.62 136 0.62 13614AD-FA14-SD-A 0.40 0.53 28.9 0.93 80.514AD-FA15-SB-B 0.117 0.45 117 0.53 12814AD-FA15-SB-C 0.237 0.26 9.26 0.31 26.714AD-FA15-SD-A 0.128 0.39 101 0.44 11014AD-FA16-SB-B 2.7 0.60 / 1.70 127 / 45.5 NA NC14AD-FA16-SB-C 0.0833 1.07 / 0.65 171 / 155 1.08 17114AD-FA16-SD-A 0.0606 4.06 194 2.17 18914AD-FA17-SB-B 0.349 1.26 113 1.79 13514AD-FA17-SB-C 0.221 1.93 159 1.22 13914AD-FA17-SD-A 0.455 0.98 73.1 1.34 98.614AD-FA18-SB-B 0.319 1.17 114 1.76 13914AD-FA18-SB-C 0.144 0.78 138 0.80 13914AD-FA18-SD-A 1.05 4.00 117 4.54 12514AD-KM01-SB-B ND <0.01 NC <0.01 NC14AD-KM01-SB-C ND <0.01 NC <0.01 NC14AD-KM01-SS-A 8.85 19.85 76.7 19.55 75.414AD-KM02-SB-B 0.505 0.89 55.2 1.11 74.9
Results in ppmSample Identification
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 37
TABLE 13COMPARISON OF CARCINOGENIC BENZO(A)PYRENE EQUIVALENTS AND ANALYTICAL
LABORATORY BENZO(A)PYRENE RESULTS
Laboratory Benzo(a)pyrene Results
UVF Restek Calibration Standard (cBaP) RPD
UVF United Kingdom Calibration Standard (cBaP) RPD
Results in ppmSample Identification
14AD-KM02-SB-C ND <0.06 NC <0.06 NC14AD-KM02-SS-A 0.332 1.38 122 1.23 11514AD-KM03-SB-B 0.0217 <0.02 NC <0.02 NC14AD-KM03-SB-C ND <0.01 NC <0.01 NC14AD-KM03-SS-A 8.54 14.31 / 12.96 50.5 / 41.1 17.06 66.614AD-KM04-SB-B ND <0.02 NC <0.02 NC14AD-KM04-SB-C ND <0.02 NC <0.02 NC14AD-KM04-SS-A 2.68 5.40 67.3 6.31 80.814AD-KM05-SB-B ND <0.02 NC <0.02 NC14AD-KM05-SB-C ND <0.02 NC <0.02 NC14AD-KM05-SS-A 2.27 1.63 32.8 2.19 3.5914AD-KM06-SB-B ND <0.02 NC 0.03 NC14AD-KM06-SB-C 0.021 0.03 35.3 0.04 62.314AD-KM06-SS-A 6.71 24.20 113 28.25 12314AD-KM07-SB-B ND <0.02 NC <0.02 NC14AD-KM07-SB-C ND <0.02 NC <0.02 NC14AD-KM07-SS-A 0.947 1.46 42.6 1.40 38.614AD-KM08-SB-B 0.0774 0.13 50.7 0.16 69.614AD-KM08-SB-C ND <0.02 NC <0.02 NC14AD-KM08-SS-A 75.9 60.96 21.8 45.42 50.214AD-KM08-SS-A-DUP 28.3 62.65 75.5 38.91 31.6
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 38
TABLE 13COMPARISON OF CARCINOGENIC BENZO(A)PYRENE EQUIVALENTS AND ANALYTICAL
LABORATORY BENZO(A)PYRENE RESULTS
Notes:
## Station identification number< Less than14AD 14th Avenue Ditch AreaA 0 to 3 inches bsw-si for FA samplesA 0 to 6 inches bgs for KM samplesB 6 to 12 inches bsw-si for FA samplesB 5 to 6 feet bgs for KM samplesbgs Below ground surface bsw-si Below surface water-sediment interfaceC 12 to 24 inches bsw-si for FA samplesC 6 to 7 feet bgs for KM samplescBaP Carcinogenic benzo(a)pyrene equivalentsDUP DuplicateFA 14th AvenueKM Former Kerr-McGee Wood Treating FacilityNA Not analyzedNC Not calculableND Not detectedppm Parts per millionRPD Relative percent differenceSB Subsurface soilSD SedimentSS Surface soilUVF Ultraviolet fluorescence
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 39
TABLE 14INTERIM REMEDIAL INVESTIGATION GROUNDWATER SAMPLING ANALYTICAL RESULTS
Analyte EPA RSL
Volatile Organic Compounds (µg/L)Benzene 0.39 0.099 U 0.099 U 327 0.099 Um,p-Xylene1 190 0.237 U 0.237 U 131 0.237 Uo-Xylene 190 0.147 U 0.147 U 29.4 0.147 U
Semivolatile Organic Compounds (µg/L)Naphthalene 0.14 0.038 U 0.038 U 26.5 0.038 UPhenol 4,500 0.153 U 0.153 U 8.23 J 0.153 UDioxins (pg/L) ND ND NA NAPesticides (µg/L) ND ND NA NAPCBs (µg/L) ND ND NA NA
Metals (µg/L)Aluminum 16,000 63.3 67.3 NA NAArsenic 0.045 1.00 U 1.00 U 6.90 J 1.00 UBarium 2,900 57.1 59.4 NA NABeryllium 16 0.29 J 0.31 J NA NACalcium NL 5,290 5,630 NA NACobalt 4.7 4.51 4.67 NA NACopper 620 0.31 J 0.27 J NA NAMagnesium NL 1,600 1,680 NA NAManganese 320 163 167 NA NANickel 300 2.32 2.43 NA NAPotassium NL 1,840 1,920 NA NASelenium 78 0.23 J 0.22 J NA NASodium NL 8,620 9,070 NA NAVanadium 78 0.085 U 0.13 J NA NAZinc 4,700 3.55 J 4.61 J NA NA
Notes:
1 Value listed is for m-xylene.## Station identification number14AD 14th Avenue Ditch Areaµg/L micrograms per litermg/L milligrams per literNA Not analyzedND Not detectedDUP DuplicateEPA U. S. Environmental Protection AgencyGW GroundwaterNL Not Listedpg/L picograms per literRP Residential propertyJ The analyte was positively identified; the associated value is the approximate concentration of the
analyte in the sample.RSL EPA Regional Screening Levels for tapwater, April 2012U The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the EPA RSL for tapwater, April 2012
14AD-RP02-GW 14AD-RP02-GW-DUP 14AD-RP04-GW 14AD-RP06-GW
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 40
TABLE 1514TH AVENUE DITCH SUBSURFACE SOIL SAMPLING
ADDITIONAL DIOXINS/FURANS ANALYTICAL RESULTS
Analyte EPA RSL
1,2,3,4,6,7,8-HpCDD NL 45.7 1990 317
1,2,3,4,6,7,8-HpCDF NL 8.42 293 49.4
1,2,3,4,7,8,9-HpCDF NL 4.97 U 29 4.83 U
1,2,3,4,7,8-HxCDD NL 4.97 U 22.7 U 4.83 U
1,2,3,4,7,8-HxCDF NL 4.97 U 44.3 4.83 U
1,2,3,6,7,8-HxCDD NL 4.97 U 39.3 5.55
1,2,3,6,7,8-HxCDF NL 4.97 U 22.7 U 4.83 U
1,2,3,7,8,9-HxCDD NL 4.97 U 22.7 U 4.83 U
1,2,3,7,8,9-HxCDF NL 4.97 U 22.7 U 4.83 U
1,2,3,7,8-PeCDD NL 4.97 U 22.7 U 4.83 U
1,2,3,7,8-PeCDF NL 4.97 U 22.7 U 4.83 U
1,2,3,4,6,7,8,9-OCDD NL 729 29800 J 5140 J
1,2,3,4,6,7,8,9-OCDF NL 40.7 1140 237
2,3,4,6,7,8-HxCDF NL 4.97 U 22.7 U 4.83 U
2,3,4,7,8-PeCDF NL 4.97 U 22.7 U 4.83 U
2,3,7,8-TCDD NL 0.995 U 4.55 U 0.967 U
2,3,7,8-TCDF NL 0.995 U 4.55 U 0.967 U
TEQ WHO2005 ND=0 4.5 0.772 40.7 5.83
TEQ WHO2005 ND=0.5 4.5 6.39 64 11.1
Total Heptachlorodibenzofuran NL 41.2 1340 221
Total Heptachlorodibenzo-p-dioxin NL 134 5800 1040
Total Hexachlorodibenzofuran NL 9.12 486 68.8
Total Hexachlorodibenzo-p-dioxin NL 4.97 U 269 43.6
Total Pentachlorodibenzofuran NL 4.97 U 23.1 4.83 U
Total Pentachlorodibenzo-p-dioxin NL 4.97 U 22.7 U 4.83 U
Total Tetrachlorodibenzofuran NL 0.995 U 4.55 U 0.967 U
Total Tetrachlorodibenzo-p-dioxin NL 0.995 U 4.55 U 0.967 U
14AD-FA05-SB-C14AD-FA02-SB-C 14AD-FA18-SB-B
Dioxins and Furans (pg/g)
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 41
TABLE 1514TH AVENUE DITCH SUBSURFACE SOIL SAMPLING
ADDITIONAL DIOXINS/FURANS ANALYTICAL RESULTS
Notes:
## Station identification number
14AD 14th Avenue Ditch Area
EPA U. S. Environmental Protection Agency
FA 14th Avenue
HpCDD Heptachlorodibenzo-p-dioxins
HpCDF Heptachlorodibenzofuran
HxCDD Hexachlorodibenzo-p-dioxins
HxCDF Hexachlorodibenzofurans
J The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.
NA Not analyzed
ND Not detected
NL Not listed
OCDD Octachlorodibenzo-p-dioxin
OCDF Octachlorodibenzofuran
PeCDD Pentachlorodibenzo-p-dioxin
PeCDF Pentachlorodibenzofuran
pg/g picograms per gram
RSL EPA Regional Screening Levels for residential soil, April 2012
SD Sediment
TCDF Tetrachlorodibenzofuran
U The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).
BOLD Value exceeds the EPA RSL for residential soil
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 42
TABLE 1614TH AVENUE DITCH SURFACE WATER SAMPLING ANALYTICAL RESULTS
Analyte
Screening Level
Volatile Organic Compounds (µg/L) ND ND ND ND ND
Semivolatile Organic Compounds (µg/L)1,4-Dioxane 0.67c 0.736 J 0.652 J 10.3 U 10.4 U 1.22 JBenzo(b)fluoranthene 0.029c
0.102 U 0.102 U 0.103 U 0.119 0.103 U
Pesticides (µg/L)delta-BHC NL 0.00606 J 0.051 U 0.051 U 0.051 U 0.050 UPCBs (µg/L) ND ND ND ND ND
Dioxins and Furans (pg/L)1,2,3,4,6,7,8-HpCDD NL 52.6 U 51.9 U 57.9 U 60.3 U 62.51,2,3,4,6,7,8,9-OCDD NL 105 U 223 250 932 9671,2,3,7,8-PeCDD NL 5.75 J 1.52 J 2.38 J 60.3 U 59.7 U2,3,7,8-TCDD 30a 1.26 J 10.4 U 11.6 U 12.1 U 11.9 U2,3,7,8-TCDF NL 1.45 J 10.4 U 11.6 U 12.1 U 11.9 UTEQ WHO2005 ND=0 30a 5.9 1.59 2.46 0.28 0.92TEQ WHO2005 ND=0.5 30a 6.43 2.17 3.04 1.36 1.99Total Heptachlorodibenzo-p-dioxin NL 52.6 U 59.9 57.9 U 189 206Total Pentachlorodibenzo-p-dioxin NL 5.75 J 1.52 J 2.38 J 60.3 U 59.7 UTotal Tetrachlorodibenzofuran NL 1.45 J 10.4 U 11.6 U 12.1 U 11.9 UTotal Tetrachlorodibenzo-p-dioxin NL 1.26 J 10.4 U 11.6 U 12.1 U 11.9 U
Metals (µg/L)Aluminum 50 to 200b 429 97.7 145 157 J 109 JBarium 2,000a 65.5 52.2 46.2 44.3 40.8Calcium NL 34,000 32,900 34,100 35,000 32,500Cobalt 4.7c 1.09 0.28 J 0.22 J 0.2 J 0.16 JCopper 1,300a 1.01 J+ 1.00 U 1.00 U 1.00 U 1.00 UIron 300b 2,400 1,050 671 485 395Lead 15a 1.08 0.78 J 0.78 J 1.01 0.70 JMagnesium NL 3,900 3,920 3,800 4,070 3,730Manganese 50b 887 315 98.6 51.4 J 34.8 JNickel 300c 1.7 0.83 J 0.71 J 0.73 J 0.66 JPotassium NL 3,760 3,750 3,710 4,030 3,710Sodium NL 7,150 7,170 6,870 7,490 6,890Thallium 2.0a 0.078 J 0.11 J 0.06 U 0.06 U 0.06 UZinc 5,000b
28.9 20.0 U 20.0 U 20.0 U 20.0 U
14AD-FA22-SW-DUP14AD-FA19-SW 14AD-FA20-SW 14AD-FA21-SW 14AD-FA22-SW
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 43
TABLE 1614TH AVENUE DITCH SURFACE WATER SAMPLING ANALYTICAL RESULTS
Notes:a Value listed is the federal primary drinking water Maximum Contaminant Level (MCL), May 2009.b Value listed is the federal secondary drinking water MCL, May 2009.c Value listed is the Regional Screening Level (RSL) for tapwater, April 2012.## Station identification number14AD Fourteenth Avenue Ditch AreaDUP DuplicateEPA U. S. Environmental Protection AgencyFA Fourteenth AvenueJ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample.J+ The analyte was positively identified; the associated value is the approximate concentration of the analyte in the sample and may be biased high.MCL Maximum Comtaminant Levelµg/L Micrograms per literND Not detectedNL No Screening Level Listedpg/L Picograms per literRSL EPA Region IV Regional Screening Levels for tapwater, April 2012SW Surface waterU The analyte was analyzed for, but was not detected at or above the associated value (reporting limit).BOLD Value exceeds the referenced screening level
These surface water samples were collected on September 26, 2012.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
Appendix B - Page 44
14th Avenue Ditch Area Final Interim Remedial Investigation Report
APPENDIX C
PHOTOGRAPHIC LOG
(21 Pages)
TETRA TECH
Appendix C – Page 1
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 1 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Northeast Date: June 5, 2012 Photographer: Paul Prys, Tetra Tech Subject: The 14th Avenue Ditch located along the northeastern portion of the former Kerr-McGee
Wood Treating facility (Site) located in Columbus, Lowndes County, Mississippi.
TETRA TECH
Appendix C – Page 2
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 2 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: North Date: June 5, 2012 Photographer: Paul Prys, Tetra Tech Subject: The 14th Avenue Ditch located along the northern portion of the Site, across the street from
Buttons and Bows Daycare, located at 2703 14th Avenue North.
TETRA TECH
Appendix C – Page 3
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 3 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: East-southeast Date: June 5, 2012 Photographer: Paul Prys, Tetra Tech Subject: The 14th Avenue Ditch located along the northern portion of the Site.
TETRA TECH
Appendix C – Page 4
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 4 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: East Date: June 5, 2012 Photographer: Paul Prys, Tetra Tech Subject: The 14th Avenue Ditch located along northeastern portion of the Site.
TETRA TECH
Appendix C – Page 5
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 5 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Northwest Date: June 5, 2012 Photographer: Paul Prys, Tetra Tech Subject: The 14th Avenue Ditch and inactive railroad bridge located along northeastern portion of the
Site.
TETRA TECH
Appendix C – Page 6
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 6 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Northeast Date: June 5, 2012 Photographer: Paul Prys, Tetra Tech Subject: The 14th Avenue Ditch located along the northern portion of the Site.
TETRA TECH
Appendix C – Page 7
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 7 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Not Applicable Date: July 19, 2012 Photographer: Leslie Shaver, Tetra Tech Subject: Soil samples 14AD-FA00-SD-A, 14AD-FA00-SB-B, and 14AD-FA00-SB-C (left to right)
collected during the 14th Avenue Ditch interim remedial investigation. Note the dark stained soil.
TETRA TECH
Appendix C – Page 8
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 8 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: West Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: Soil boring RP01 situated on the northern side of the Mt. Zion Missionary Baptist Church
parking lot located at 2221 14th Avenue North. This location was offset approximately 10 feet north of the right-of-way because of overhead and underground utilities. During soil sampling, no elevated readings of volatile organic compounds (VOCs) were detected by a photoionization detector (PID), and no odor was perceived.
TETRA TECH
Appendix C – Page 9
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 9 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Southeast Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: Soil boring RP02 located at 1402 North 23rd Street.
TETRA TECH
Appendix C – Page 10
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 10 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Not Applicable Date: July 19, 2012 Photographer: Chris Jones, Tetra Tech Subject: Soil borings from RP02 located at 1402 North 23rd Street. On the right is the soil boring from 0
to 4 feet below ground surface (bgs). On the left is the soil boring from 4 to 6 feet bgs.
TETRA TECH
Appendix C – Page 11
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 11 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Northwest Date: July 20, 2012 Photographer: Chris Draper, Tetra Tech Subject: Newly installed permanent monitoring well located at 1402 North 23rd Street (RP02).
TETRA TECH
Appendix C – Page 12
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 12 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Northeast Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: Soil boring RP03 located south of the former service station parking lot at the intersection of
14th Avenue and Martin Luther King, Jr. Drive. As a result of the location of power lines and underground utilities, the soil boring was offset approximately 10 feet north of the right-of-way onto the former service station property. During soil sampling, no elevated readings of VOCs were detected by a PID, and no odor was detected.
TETRA TECH
Appendix C – Page 13
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 13 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Northwest Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: A tote labeled as used oil and surface staining were observed at the former service station located
at the intersection of 14th Avenue North and Martin Luther King, Jr. Drive, near RP03. This area is upgradient of the sheen observed in the 14th Avenue Ditch after the rainfall on July 18, 2012.
TETRA TECH
Appendix C – Page 14
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 14 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Southwest Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: Oily sheen emanating south of RP03 which is north of 14th Avenue. This drainage ditch flows
south and converges with the 14th Avenue Ditch. Used oil totes and surface staining were observed upgradient of this location.
TETRA TECH
Appendix C – Page 15
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 15 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: North Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: A sheen was observed on water in the 14th Avenue Ditch across from Gardner's Superette (a
gas station and convenience store located at 2501 14th Avenue North) after rainfall on July 18, 2012. This location is downstream of the convergence with the drainage ditch north of 14th Avenue (See Photograph 14).
TETRA TECH
Appendix C – Page 16
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 16 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: West Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: Soil boring RP04 located on the southeastern side of Gardner's Superette (a gas station and
convenience store located at 2501 14th Avenue North).
TETRA TECH
Appendix C – Page 17
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 17 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Not Applicable Date: July 19, 2012 Photographer: Chris Jones, Tetra Tech Subject: Soil borings from RP04 located at 2501 14th Avenue North. On the left is the soil boring from
0 to 4 feet bgs. On the right is the soil boring from 4 to 6 feet bgs.
TETRA TECH
Appendix C – Page 18
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 18 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: Not Applicable Date: July 19, 2012 Photographer: Chris Jones, Tetra Tech Subject: Soil boring from RP04 located at 2501 14th Avenue North. On the left is the soil boring from 8
to 12 feet bgs; soils are tan in color. On the right is the soil boring from 12 to 16 feet bgs; soils are grey in color. A 2-inch monitoring well was installed at this location. A groundwater sample collected from this well contained benzene.
TETRA TECH
Appendix C – Page 19
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 19 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: West Date: July 20, 2012 Photographer: Chris Draper, Tetra Tech Subject: Completed flush-mounted monitoring well installation at 2501 14th Avenue North (RP04). A
groundwater sample collected from this well contained benzene.
TETRA TECH
Appendix C – Page 20
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 20 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: West Date: July 19, 2012 Photographer: Chris Draper, Tetra Tech Subject: Soil boring RP05 situated on the southeastern side of the Divine Destiny Apostolic Church
parking lot located at 2601 14th Avenue North.
TETRA TECH
Appendix C – Page 21
14th Avenue Ditch Area
Final Interim Remedial Investigation Report
OFFICIAL PHOTOGRAPH NO. 21 GREENFIELD ENVIRONMENTAL MULTISTATE TRUST, LLC
Contract No.: 103P2117010 Location: 14th Avenue Ditch Area
Former Kerr-McGee Wood Treating Facility 2300 14th Avenue North Columbus, Lowndes County, Mississippi
Orientation: West Date: July 19, 2012 Photographer: Chris Jones, Tetra Tech Subject: Walker-Hill Environmental, Inc. (subcontracted driller procured by Tetra Tech) installing a 2-
inch monitoring well at station RP06, located at 2703 14th Avenue North (Buttons and Bows Daycare).
14th Avenue Ditch Area Final Interim Remedial Investigation Report
APPENDIX D
LOGBOOK NOTES
(25 Pages)
Appendix D - Page 1
Appendix D - Page 2
Appendix D - Page 3
Appendix D - Page 4
Appendix D - Page 5
Appendix D - Page 6
Appendix D - Page 7
Appendix D - Page 8
Appendix D - Page 9
Appendix D - Page 10
Appendix D - Page 11
Appendix D - Page 12
Appendix D - Page 13
Appendix D - Page 14
Appendix D - Page 15
Appendix D - Page 16
Appendix D - Page 17
Appendix D - Page 18
Appendix D - Page 19
Appendix D - Page 20
Appendix D - Page 21
Appendix D - Page 22
Appendix D - Page 23
Appendix D - Page 24
Appendix D - Page 25
14th Avenue Ditch Area Final Interim Remedial Investigation Report
APPENDIX E
BORING LOGS AND MONITORING WELL COMPLETION DIAGRAMS
(36 Pages)
BORING ID: FA00WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1235 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1240 0.0 X
7
8
9
10
11
(12-24) 12 NA 1245 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA00-SD-A Sandy SILT, medium brown, ~60% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA00-SB-B Sandy SILT, brown, ~50% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA00-SB-C Sandy SILT, medium brown, ~10% gravel, poorly sorted, and saturated. No creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA01WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1120 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1140 0.0 X
7
8
9
10
11
(12-24) 12 NA 1215 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA01-SD-A Clayey Sandy SILT, grey, trace gravel, poorly sorted, sheen seen on sample, and saturated. No creosote odor noted.
Sample ID: 14AD-FA01-SB-B Sandy SILT, greyish brown, sheen seen on sample, and saturated. No creosote odor noted.
Sample ID: 14AD-FA01-SB-C Clayey Sandy SILT, grey, sheen seen on sample, and saturated. Black oily substance seen in sample. Creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA02WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1030 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1040 0.0 X Sandy Silty CLAY
7
8
9
10
11
(12-24) 12 NA 1055 0.0 X
13 Sandy Silty CLAY
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA02-SD-A Sandy SILT, brownish grey, slightly clayey, and saturated. No creosote odor noted.
Sample ID: 14AD-FA02-SB-B Sandy Silty CLAY, brownish grey, and saturated. No creosote odor noted.
Sample ID: 14AD-FA02-SB-C Sandy Silty CLAY, brownish grey, and saturated. No creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA03WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0935 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 955 0.0 X
7
8
9
10
11
(12-24) 12 NA 1010 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA03-SD-A Clayey Sandy SILT, grey, trace gravel, and saturated. Slight creosote odor noted.
Sample ID: 14AD-FA03-SB-B Clayey Sandy SILT, grey, trace gravel, slight sheen seen on sample, and saturated. No creosote odor noted.
Sample ID: 14AD-FA03-SB-C Clayey Sandy SILT, grey, trace gravel, slight sheen seen on sample, and saturated. Creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA04WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0850 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 910 0.0 X
7
8
9
10
11
(12-24) 12 NA 925 0.0 X
13 Clayey SILT
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA04-SD-A Clayey Sandy SILT, grey, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA04-SB-B Clayey Sandy SILT, grey, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA04-SB-C Sandy Clayey SILT, light to medium grey, and saturated. No creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA05WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0755 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 805 0.0 X
7
8
9
10
11
(12-24) 12 NA 825 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA05-SD-A Sandy SILT, brownish grey, slightly clayey, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA05-SB-B Sandy SILT, grey, slightly clayey, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA05-SB-C Sandy SILT, grey, slightly clayey, trace gravel, and saturated. No creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA06WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0700 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 0720 0.0 X
7
8
9
10
11
(12-24) 12 NA 0730 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA06-SD-A Sandy SILT, grey, slightly clayey, 5% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA06-SB-B Sandy SILT, grey, slightly clayey, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA06-SB-C Sandy SILT, grey, slightly clayey, 5% gravel, poorly sorted, and saturated. No creosote odor noted.
7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA07WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1135 0.00 X
2 Silty SAND
3
4
5
(6-12) 6 NA 1140 0.0 X
7
8
9
10
11
(12-24) 12 NA 1155 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA07-SD-A Silty SAND, grey, trace gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA07-SB-B Silty SAND, dark greyish brown, trace gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA07-SB-C Silty SAND, dark grey, ~20% gravel, poorly sorted, and saturated. No creosote odor noted.
7/18/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/18/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA08WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1010 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1020 0.0 X Clayey SILT
7
8
9
10
11
(12-24) 12 NA 1030 0.0 X
13 Sandy SILT
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA08-SD-A Sandy Clayey SILT, dark grey, ~10% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA08-SB-B Sandy Clayey SILT, greyish brown, and saturated. No creosote odor noted.
Sample ID: 14AD-FA08-SB-C Clayey Sandy SILT, grey to dark grey, black shiny substance seen, and saturated. Creosote odor noted.
7/18/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/18/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA09WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0800 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 0815 0.0 X Clayey SILT
7
8
9
10
11
(12-24) 12 NA 0820 0.0 X
13 Clayey SILT
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA09-SD-A Sandy SILT, greyish brown, ~20% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA09-SB-B Sandy Clayey SILT, greyish brown, and saturated. No creosote odor noted.
Sample ID: 14AD-FA09-SB-C Sandy Clayey SILT, greyish brown, trace gravel, and saturated. No creosote odor noted.
7/18/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/18/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA10WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0710 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 730 0.0 X
7
8
9
10
11
(12-24) 12 NA 745 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA10-SD-A Sandy SILT, slightly reddish and medium brown, slightly clayey, ~40% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA10-SB-B Sandy SILT, greyish brown, ~10% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA10-SB-C Sandy SILT, reddish brown, 5% gravel, and saturated. No creosote odor noted.
7/18/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/18/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA11WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 0630 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 645 0.0 X
7
8
9
10
11
(12-24) 12 NA 655 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA11-SD-A Sandy SILT, medium brown, 5% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA11-SB-B Sandy SILT, medium brown, slightly clayey, and saturated. No creosote odor noted.
Sample ID: 14AD-FA11-SB-C Sandy SILT, medium brown, 10% gravel, poorly sorted, and saturated. No creosote odor noted.
7/18/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/18/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA12WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1720 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1735 0.0 X
7
8
9
10
11
(12-24) 12 NA 1740 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA12-SD-A Sandy SILT, medium brown, 50% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA12-SB-B Sandy SILT, medium brown, 50% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA12-SB-C Sandy SILT, medium brown, 40% gravel, poorly sorted, and saturated. No creosote odor noted.
7/17/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA13WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1630 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1645 0.0 X
7
8
9
10
11
(12-24) 12 NA 1700 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA13-SD-A Sandy SILT, medium brown, >50% gravel, poorly sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA13-SB-B Sandy SILT, light brown, 50% gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA13-SB-C Sandy SILT, grey, loose gravel and clay, and saturated. Ceosote odor noted. Note: Two auger bucket samples collected from same interval to obtain suffucient amount of soil for sample. 1st auguer, odor noticed. No readings detected above background.
7/17/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA14WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1540 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1620 0.0 X
7
8
9
10
11
(12-24) 12 NA 1605 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA14-SD-A Sandy SILT, dark brown, slightly sandy, and saturated. No creosote odor noted.
Sample ID: 14AD-FA14-SB-B Sandy SILT, light brown, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA14-SB-C Sandy SILT, light brown, trace gravel, and saturated. No creosote odor noted.
7/17/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA15WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1510 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1520 0.0 X
7
8
9
10
11
(12-24) 12 NA 1530 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
NA
Sample ID: 14AD-FA15-SD-A Sandy SILT, light brown, well sorted, and saturated. No creosote odor noted.
Sample ID: 14AD-FA15-SB-B Sandy SILT, light brown, trace gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA15-SB-C Sandy SILT, light brown, 10% gravel, and saturated. No creosote odor noted.
7/17/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA16WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1145 0.00 X
2 Silty SAND
3
4
5
(6-12) 6 NA 1155 0.0 X
7
8
9
10
11
(12-24) 12 NA 1200 0.0 X
13 Clayey Silty SAND
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date: 7/17/2012
NA
Sample ID: 14AD-FA16-SD-A Silty SAND, medium brown, poorly sorted, abundant gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA16-SB-B Silty SAND, medium brown, poorly sorted, abundant gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA16-SB-C Clayey Silty SAND, medium brown, poorly sorted sand, moderate gravel, and saturated. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA17WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-3) 1 NA 1100 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1115 0.0 X Silty SAND
7
8
9
10
11
(12-24) 12 NA 1125 0.0 X
13 Sandy Silty CLAY
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date: 7/17/2012
NA
Sample ID: 14AD-FA17-SD-A Sandy SILT, medium brown, poorly sosrted sand and gravel, saturated. No creosote odor noted.
Sample ID: 14AD-FA17-SB-B Silty SAND, medium brown, poorly sorted, abundant gravel, and saturated. No creosote odor noted.
Sample ID: 14AD-FA17-SB-C Sandy Silty CLAY, brownish grey, poorly sorted sand, and trace gravel. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: FA18WELL ID: NA
TOTAL FOOTAGE: 2PROJECT No.: 103P2117010
Project: 14th Avenue Ditch SamplingAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North Hand Auger
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
in)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-3) 1 NA 1025 0.00 X
2 Sandy SILT
3
4
5
(6-12) 6 NA 1035 0.0 X
7
8
9
10
11
(12-24) 12 NA 1040 0.0 X
13
14
15
16
17
18
19
20
21
22
23
24
Notes: bsw-si - below surface water-sediment interfaceWater present in ditch during sampling activities."No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-3), (6-12), and (12-24) inches bsw-si.
7/17/2012Start Date: 7/17/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Finish Date:NA
Sample ID: 14AD-FA18-SB-B Sandy SILT, silt increases with depth, dark grey, abundant pea size gravel. No creosote odor noted.
Sample ID: 14AD-FA18-SB-C Same as above. No creosote odor noted.
Sample ID: 14AD-FA18-SD-A Sandy SILT, dark grey, abundant pea size gravel. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM01WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1050 0.00 X
0.5 Silty SAND
0.75
1
1.25
1.5 Sandy SILT
1.75
2
2.25
2.5
2.75
3
3.25
3.5 Sandy CLAY
3.75
(4-6) 4 NA 1100 0.0 X
4.25
4.5
4.75
5 NA 1110 0.0 X
5.25 Sandy SILT
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-KM01-SB-C Sandy SILT grey, abundant fine grain sand, soft, and saturated. No creosote odor noted.
Start Date: 7/18/2012Finish Date: 7/18/2012
NA
Sample ID: 14AD-KM01-SS-A Silty SAND, dark brown and reddish brown, minor silt, hard, damp, and abundant gravel. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Sandy SILT, light brown, moist, and hard. Grades to sandy CLAY and grey.
Sample ID: 14AD-KM01-SB-B Sandy CLAY, grey, and quickly grades to sandy SILT, moderate sand, hard, and moist. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM02WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 0950 0.00 X
0.5 Clayey SAND
0.75
1
1.25
1.5
1.75
2
2.25
2.5
2.75
3 1015 0.0 X
3.25
3.5 Silty SAND
3.75
(4-6) 4 NA 1000 0.0 X
4.25 Sandy CLAY
4.5
4.75
5 NA 1010 0.0 X
5.25 Sandy SILT
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (3-3.3), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/18/2012Finish Date: 7/18/2012
NA
Sample ID: 14AD-KM02-SS-A Clayey SAND, brown and reddish brown, minor clay, hard, damp, and abundant gravel. No creosote odor noted.
Sample ID: 14AD-KM02-SB-B Sandy CLAY grey, grades to a sandy silt with depth, hard, and moist. No creosote odor noted.
Sample ID: 14AD-KM02-SB-C Sandy SILT grey, grades to a sandy silt with depth, soft, and wet at 5.75 ft bgs. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - reddish brown clayey SAND, moderate clay, damp, and hard from 0.5 to 3 ft bgs. Then dark brown grades to grey silty SAND, silt content increases with depth, moist and abundant gravel.
Slight creosote odor observed from 3-3.3 ft bgs. A sample (14AD-KM02-SB-D) was collected from this interval
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM03WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 0850 0.00 X
0.5 Sandy CLAY
0.75
1
1.25 Sandy SILT
1.5
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 0900 0.0 X Silty SAND
4.25
4.5
4.75
5 NA 0910 0.0 X
5.25 SAND
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-KM03-SB-C SAND, brown, wet, soft, moderate gravel. No creosote odor noted.
Start Date: 7/18/2012Finish Date: 7/18/2012
NA
Sample ID: 14AD-KM03-SS-A Silty clayey SAND, brown/dark brown hard, damp, and abundant gravel. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - sandy SILT, brown/dark brown, slightly soft, grades to soft by 4 ft bgs, moisture content increases with depth and is wet by 3.75 ft bgs. Color grades to light brown by 3.25 ft bgs. Moderate sand content throughout.
Sample ID: 14AD-KM03-SB-B Silty SAND, light brown, soft, and wet. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM04WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 0740 0.00 X
0.5 Sandy CLAY
0.75 Silty SAND
1
1.25
1.5 Sandy SILT
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 0750 0.0 X
4.25
4.5
4.75
5 NA 0800 0.0 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-KM04-SB-C Sandy SILT, grey, slightly soft, minor sand, and wet. No creosote odor noted.
Start Date: 7/18/2012Finish Date: 7/18/2012
NA
Sample ID: 14AD-KM04-SS-A Reddish brown sandy CLAY, hard, dry, and abundant gravel. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - black silty SAND, abundant gravel, soft, and moist from 0.5 to 0.8 ft bgs, then a two inch layer of sand and gravel, brown. Followed by sandy SILT, grey, minor sand, slightly soft, very moist/wet.
Sample ID: 14AD-KM04-SB-B Sandy SILT, grey, slightly soft, minor sand, and wet. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM05WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 0630 0.00 X
0.5 Sandy CLAY
0.75
1
1.25 Silty Sand
1.5
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 0640 0.0 X
4.25
4.5 SAND
4.75
5 NA 0650 0.0 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-KM05-SB-C SAND, brown, soft, and wet. No creosote odor noted.
Start Date: 7/18/2012Finish Date: 7/18/2012
NA
Sample ID: 14AD-KM05-SS-A Sandy CLAY, brown/light brown, hard, dry, and abundant gravel. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - black silty SAND, minor silt, and soft from 0.5 to 0.7 ft bgs, then silty SAND, light brown, slightly soft, silt content reduces with depth. No creosote odor noted.
Sample ID: 14AD-KM05-SB-B SAND, light brown, soft, and wet. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM06WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1650 0.00 X
0.5 Silty SAND
0.75 SAND
1
1.25 Silty Sand
1.5
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1700 0.0 X
4.25
4.5 SAND
4.75
5 NA 1710 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-KM06-SB-C SAND, brown, soft, and wet. No creosote odor noted.
Start Date: 7/17/2012Finish Date: 7/17/2012
NA
Sample ID: 14AD-KM06-SS-A Silty SAND, brown/light brown hard, damp, abundant gravel. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - brown SAND with moderate gravel from 0.5 to 0.7 ft bgs, then brown/light brown silty SAND minor silt, hard, very moist/wet.
Sample ID: 14AD-KM06-SB-B SAND, brown/light brown, soft, and wet. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM07WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1540 0.00 X
0.5 Silty SAND
0.75 SAND
1
1.25 Silty Sand
1.5
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1550 0.0 X
4.25
4.5 Sandy SILT
4.75
5 NA 1600 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:Start Date: 7/17/2012Finish Date: 7/17/2012
Sample ID: 14AD-KM07-SB-C Sandy SILT, sand content continues to decrease with depth, slightly soft, and saturated. No creosote odor noted.
NA
Sample ID: 14AD-KM07-SS-A Silty SAND brown/light brown, hard, damp, and abundant gravel. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - reddish brown SAND from 0.5 to 0.7 ft bgs, then brown silty SAND from 0.7 to 4 ft bgs. Moist toward the top and grades to saturated by 4 ft bgs. No creosote odor noted.
Sample ID: 14AD-KM07-SB-B Silty SAND to sandy SILT, brown, soft, and saturated. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: KM08WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring Completion
Notes
(0-4) 0.25 NA 1235 0.00 X
0.5 Silty SAND
0.75
1
1.25
1.5 Sandy SILT
1.75
2
2.25 Sandy SILT
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1245 0.0 X Sandy Silty CLAY
4.25
4.5
4.75
5 NA 1110 0.0 X
5.25 SAND
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-KM08-SB-C SAND, light brown, abundant gravel, and saturated. No creosote odor noted.
Start Date: 7/18/2012Finish Date: 7/18/2012
NA
Sample ID: 14AD-KM08-SS-A Silty SAND, dark brown to black, abundant silt and gravel, soft, and moist. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Silty SAND, brown, abundant silt, fine grain sand, very moist, and slightly hard. All grades to a light brown sandy silty CLAY, hard, and moist. No creosote odor noted.
Sample ID: 14AD-KM08-SB-B Sandy silty CLAY, light brown to orange brown, grades to all sand, fine grain by 4.5 ft bgs. No creosote
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: RP01WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1525 0.00 X
0.5 Sandy SILT
0.75
1
1.25
1.5
1.75
2
2.25
2.5 Sandy CLAY
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1535 0.0 X
4.25 Clayey SAND
4.5
4.75
5 NA 1545 0.0 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.Boring extended to the erosional surface of the Eutaw, approximately 14 feet bgs.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-RP01-SB-C Clayey SAND, orange brown, moderate clay, hard, and very moist. No creosote odor noted.
Start Date: 7/19/2012Finish Date: 7/19/2012
NA
Sample ID: 14AD-RP01-SS-A Sandy SILT, dark brown, abundant fine grain sand, slightly hard, very moist. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Sandy SILT, dark brown, abundant fine grain sand, slightly hard, very moist to 1 foot bls. Then orange brown sandy CLAY, hard, and damp. No creosote odor noted.
Sample ID: 14AD-RP01-SB-B Clayey SAND, orange brown, moderate clay, hard, and very moist. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: RP02WELL ID: NA
TOTAL FOOTAGE: 16PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1430 0.00 X
0.5 Sandy SILT
0.75
1
1.25
1.5
1.75
2
2.25
2.5 Silty SAND
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1440 0.0 X
4.25
4.5
4.75
5 NA 1450 0.0 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
7/19/2012NA
Sample ID: 14AD-RP02-SS-A Sandy SILT, dark brown, moderate fine grain sand, minor gravel, slightly hard, very moist/wet. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Sandy SILT, dark brown, grades to light grey silty sand, abundant silt, wet and hard. No creosote odor noted.
Sample ID: 14AD-RP02-SB-B Silty SAND, light grey to light brown, abundant silt, moderate gravel, wet, and slightly hard. No creosote odor noted.
Soil lithology was classified down to the deepest sampling depth, then the boring was extended to the erosional surface of the Eutaw, approximately 16 feet bgs, with no lighological logging.
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-RP02-SB-C Silty SAND, light grey to light brown, abundant silt, moderate gravel, wet, and slightly hard. No creosote odor noted.
Start Date: 7/19/2012Finish Date:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: RP03WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1330 0.00 X
0.5 Sandy SILT
0.75
1
1.25
1.5
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1340 0.0 X
4.25
4.5
4.75
5 NA 1350 0.0 X
5.25
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs. Duplicate sample collected from (0-0.5)
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
Sample ID: 14AD-RP03-SB-C Sandy SILT, grey and brown, grades to clay-like sandy SILT at 5.75 feet bls, hard, and moist. No creosote odor noted.
Start Date: 7/19/2012Finish Date: 7/19/2012
NA
Sample ID: 14AD-RP03-SS-A Sandy SILT, dark brown, slightly hard, moderate gravel, and moist. Grades to a brown sandy SILT with minor fine grain sand and slightly soft. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Sandy SILT, brown, very minor fine grain sand, damp, hard, sand content increases with depth (up to moderate sand content), color grades to light grey by 2.75 feet bls. No creosote odor noted.
Sample ID: 14AD-RP03-SB-B Sandy SILT, grey, moderate fine grain sand, sand content increases with depth, soft, and wet. No creosote odor noted.
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: RP04WELL ID: NA
TOTAL FOOTAGE: 16PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 1100 0.00 X
0.5 Sandy SILT
0.75
1
1.25
1.5 Silty SAND
1.75
2
2.25
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1110 0.4 X SAND
4.25
4.5
4.75
5 NA 1120 0.0 X
5.25 Silty SAND
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5), (4-5), (5-6) ft bgs.
Soil lithology was classified down to the deepest sampling depth, then the boring was extended to the erosional surface of the Eutaw, approximately 16 feet bgs, with no lighological logging.
Sample ID: 14AD-RP04-SB-C Silty SAND, grey, moderae silt, slightly soft, and saturated. No creosote odor noted. Slight creosote odor noted durning homegnization of RP04-SB-C.
NA
Sample ID: 14AD-RP04-SS-A Sandy SILT, grey and light brown, abundant silt, fine grain sand, slightly soft, and moist. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Silty SAND, brown/lightl brown, abundant silt, fine grain sand, slightly soft, and moist. Grades to grey silty SAND by 3.25 feet bgs. No creosote odor noted.
Sample ID: 14AD-RP04-SB-B SAND, grey, soft, and saturated. Grades to a silty SAND with depth. Has a slight weathered petro odor.
Start Date: 7/19/2012Finish Date: 7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: RP05WELL ID: NA
TOTAL FOOTAGE: 6PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 0955 0.00 X
0.5 Sandy SILT
0.75
1
1.25
1.5
1.75
2
2.25 Silty SAND
2.5
2.75
3
3.25
3.5
3.75
(4-6) 4 NA 1005 0.0 X
4.25
4.5
4.75
5 NA 1015 0.0 X
5.25 SAND
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5 [after fill material removed]), (4-5), (5-6) ft bgs.
Sample ID: 14AD-RP05-SB-C Silty SAND, light grey and light brown, soft, minor silt, and wet. No creosote odor noted.
NA
Sample ID: 14AD-RP05-SS-A Dark brown/black SAND and gravel, likely fill material, on top 4 inches. Then sandy SILT, grey, moderate to abundant fine grain sand, slightly soft, and moist. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Sandy SILT, grey, material grades to light brown silty SAND by 2 feet bgs very moist/wet, and slightly soft. No creosote odor noted.
Sample ID: 14AD-RP05-SB-B Silty SAND, light grey, minor silt, slightly hard, and wet. No creosote odor noted.
Start Date: 7/19/2012Finish Date: 7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
BORING ID: RP06WELL ID: NA
TOTAL FOOTAGE: 14PROJECT No.: 103P2117010
Project: 14th Avenue Ditch Sampling Walker-HillAddress: Former Kerr-McGee Wood Treating Facility, 2300 14th Avenue North DPT
Columbus, Lowndes County, Mississippi
Casing SamplerType: NA Type: Hand Auger Date: - Latitude
Size: NA Size: 1.5-inch WL (ref.): N/A Longitude
WL (bgs): - Elev.GW Elev.: -
Cor
e In
terv
al
Dep
th (
ft)
Per
cent
Rec
over
y
Tim
e
PID
(pp
mv)
Sam
ples
sen
t to
Lab
Soil Description Boring CompletionBoring
Completion Notes
(0-4) 0.25 NA 0910 0.00 X
0.5 Sandy SILT
0.75
1
1.25
1.5 Sandy SILT
1.75
2
2.25
2.5
2.75
3
3.25
3.5 Sandy CLAY
3.75
(4-6) 4 NA 0920 0.0 X
4.25
4.5
4.75
5 NA 0930 0.0 X
5.25 SAND
5.5
5.75
6
6.25
6.5
Notes: bgs - below ground surface"No creosote odor noted" refers to no olfactory observations in the field. NA - Not ApplicableSample collected from (0-0.5 [after fill material removed]), (4-5), (5-6) ft bgs.
Soil lithology was classified down to the deepest sampling depth, then the boring was extended to the erosional surface of the Eutaw, approximately 16 feet bgs, with no lighological logging.
Sample ID: 14AD-RP06-SB-C SAND, light brown, soft, and saturated. No creosote odor noted.
NA
Sample ID: 14AD-RP06-SS-A Dark brown/black SAND and gravel, likely fill material, on top 4 inches. Then sandy SILT, grey, moderate fine grain sand, slightly soft, and moist. No creosote odor noted.
Remainder of core (0.5 to 4 ft) - Sandy SILT, grey, material grades to light brown in color then to a sandy CLAYwith depth, hard, and moist. No creosote odor noted.
Sample ID: 14AD-RP06-SB-B Clayey SAND, light brown, slightly hard, saturated, clay content reduces with depth. No creosote odor noted.
Start Date: 7/19/2012Finish Date: 7/19/2012
Drilling Co.:Drill Method:
Groundwater Survey Rig Type:
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
SURFACE COMPLETION:FLUSH MOUNT WITH ELEVATION TOC: FEET NGVDWELL VAULT
GROUND SURFACEELEVATION: FEET NGVD
WELL DATAWELL NO:
SURFACE CASINGWATER-BEARING ZONE: Material: Steel Diameter: 6"
FT BGS FROM: TO: FEET BGSDATES SAND/CEMENTDRILLING DATE(S): FROM: TO: FEET BGS
Borehole diameter: CASING INSTALLATION DATE(S):
WELL INSTALLATION DATE(S):BENTONITE PELLETS
PAD COMPLETION DATE(S): FROM: TO: FEET BGS
DRILLING INFORMATION
DRILLING COMPANY: WELL RISER CASINGWalker-Hill Material: PVC
DRILLERS LICENSE NO: Diameter: 2-inchNA FROM: TO: FEET BGS
DRILLING METHOD:Hollow Stem Auger SAND PACK Silica Sand:
FROM: TO: FEET BGS FROM: TO: FEET BGSFROM: TO: FEET NGVD
WELL SCREENMaterial: PVCDiameter: 2-Inch Slot size:
TOTAL DEPTH OF WELL FROM: TO: FEET BGSFEET BGS FROM: TO: FT NGVDFEET NGVD
SUMP LENGTH FEET TOTAL DEPTH OF BOREHOLE
FEET BGSFEET NGVD
BOREHOLE DIAMETER
BGS = BELOW GROUND SURFACEIN = INCH
PVC = POLYVINYL CHLORIDETOC = TOP OF CASING
7/20/2012
16.5
6
0.57/20/2012
NGVD = NATIONAL GEODETIC VERTICAL DATUM
16171.35
175.2116
163.21
0
MONITORING WELL COMPLETION DIAGRAM
0Date:
1
179.207
162.71
3.38
0.57/20/2012
4
7/20/2012
0
RP02
163.21
14th Avenue Ditch Area
163.2116
16.5
0
Former Kerr-McGee Wood Treating Facility2300 14th Avenue North, Columbus, Lowndes County, Mississippi
NA
0.5
6
4
0.010
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
SURFACE COMPLETION:FLUSH MOUNT WITH ELEVATION TOC: FEET NGVDWELL VAULT
GROUND SURFACEELEVATION: FEET NGVD
WELL DATAWELL NO:
SURFACE CASINGWATER-BEARING ZONE: Material: Steel Diameter: 6"
FT BGS FROM: TO: FEET BGSDATES SAND/CEMENTDRILLING DATE(S): FROM: TO: FEET BGS
Borehole diameter: CASING INSTALLATION DATE(S):
WELL INSTALLATION DATE(S):BENTONITE PELLETS
PAD COMPLETION DATE(S): FROM: TO: FEET BGS
DRILLING INFORMATION
DRILLING COMPANY: WELL RISER CASINGWalker-Hill Material: PVC
DRILLERS LICENSE NO: Diameter: 2-inchNA FROM: TO: FEET BGS
DRILLING METHOD:Hollow Stem Auger SAND PACK Silica Sand:
FROM: TO: FEET BGS FROM: TO: FEET BGSFROM: TO: FEET NGVD
WELL SCREENMaterial: PVCDiameter: 2-Inch Slot size:
TOTAL DEPTH OF WELL FROM: TO: FEET BGSFEET BGS FROM: TO: FT NGVDFEET NGVD
SUMP LENGTH FEET TOTAL DEPTH OF BOREHOLE
FEET BGSFEET NGVD
BOREHOLE DIAMETER
BGS = BELOW GROUND SURFACEIN = INCH
PVC = POLYVINYL CHLORIDETOC = TOP OF CASING
0.010
NA
7/20/2012
16.5
14th Avenue Ditch AreaFormer Kerr-McGee Wood Treating Facility
2300 14th Avenue North, Columbus, Lowndes County, Mississippi
MONITORING WELL COMPLETION DIAGRAM
16.5
0
6
2
7/20/2012
0
RP04
161.3516
177.35
160.85
5.59
0.57/20/2012
2
7/20/2012
161.35
0.5
0Date:
1
6
0.5
175.3516
161.35
0
NGVD = NATIONAL GEODETIC VERTICAL DATUM
16171.35
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report
SURFACE COMPLETION:FLUSH MOUNT WITH ELEVATION TOC: FEET NGVDWELL VAULT
GROUND SURFACEELEVATION: FEET NGVD
WELL DATAWELL NO:
SURFACE CASINGWATER-BEARING ZONE: Material: Steel Diameter: 6"
FT BGS FROM: TO: FEET BGSDATES SAND/CEMENTDRILLING DATE(S): FROM: TO: FEET BGS
Borehole diameter: CASING INSTALLATION DATE(S):
WELL INSTALLATION DATE(S):BENTONITE PELLETS
PAD COMPLETION DATE(S): FROM: TO: FEET BGS
DRILLING INFORMATION
DRILLING COMPANY: WELL RISER CASINGWalker-Hill Material: PVC
DRILLERS LICENSE NO: Diameter: 2-inchNA FROM: TO: FEET BGS
DRILLING METHOD:Hollow Stem Auger SAND PACK Silica Sand:
FROM: TO: FEET BGS FROM: TO: FEET BGSFROM: TO: FEET NGVD
WELL SCREENMaterial: PVCDiameter: 2-Inch Slot size:
TOTAL DEPTH OF WELL FROM: TO: FEET BGSFEET BGS FROM: TO: FT NGVDFEET NGVD
SUMP LENGTH FEET TOTAL DEPTH OF BOREHOLE
FEET BGSFEET NGVD
BOREHOLE DIAMETER
BGS = BELOW GROUND SURFACEIN = INCH
PVC = POLYVINYL CHLORIDETOC = TOP OF CASING
14th Avenue Ditch AreaFormer Kerr-McGee Wood Treating Facility
2300 14th Avenue North, Columbus, Lowndes County, Mississippi
MONITORING WELL COMPLETION DIAGRAM
NGVD = NATIONAL GEODETIC VERTICAL DATUM
14170.53
0Date:
1
7/19/2012
14
174.53
160.03
3.98
0
RP06
160.5314
14.5
6
0.5
172.5314
7/19/2012
20
7/19/2012
7/20/2012
0
NA
160.53
0.010
0.5
4
2
0.5
160.53
14th Avenue Ditch AreaFinal Interim Remedial Investigation Report