HomeMy WebLinkAboutQuendall Phase II ESAPhase II Environmental Site Assessment
I-405 Renton to Bellevue Express Toll Lanes Project
Sites A and B
Renton, Washington
for
Washington State Department of Transportation
January 12, 2018
Phase II Environmental Site Assessment
I-405 Renton to Bellevue Express Toll Lanes Project
Sites A and B
Renton, Washington
for
Washington State Department of Transportation
January 12, 2018
17425 NE Union Hill Road, Suite 250
Redmond, Washington 98052
425.861.6000
January 12, 2018 | Page i File No. 0180-349-00
Table of Contents
1.0 INTRODUCTION ................................................................................................................................. 1
Property Description and Adjacent Site Use Background ................................................................... 1
GeoEngineers Investigation Purpose and Goals .................................................................................. 1
2.0 SCOPE OF SERVICES ........................................................................................................................ 2
Deviations from the GeoEngineers Sampling and Analysis Plan ........................................................ 3
3.0 PHASE I SUMMARY .......................................................................................................................... 4
4.0 POTENTIAL CHEMICALS OF CONCERN AND SCREENING LEVELS ................................................ 4
5.0 PHASE II ESA FINDINGS ................................................................................................................... 4
General ................................................................................................................................................... 4
Soil Conditions ................................................................................................................................ 5
Groundwater Conditions ................................................................................................................. 5
Soil Field Screening and Chemical Analytical Results (Table 1) ......................................................... 5
Groundwater Chemical Analytical Results (Table 2) ............................................................................ 6
6.0 CONCLUSIONS AND RECOMMENDATIONS ..................................................................................... 7
7.0 LIMITATIONS ..................................................................................................................................... 8
8.0 REFERENCES .................................................................................................................................... 9
LIST OF TABLES
Table 1. Soil Chemical Analytical Results
Table 2. Groundwater Chemical Analytical Results
LIST OF FIGURES
Figure 1. Vicinity Map
Figure 2. Site Plan
Figure 3. Soil Chemical Analytical Results
Figure 4. Groundwater Chemical Analytical Results
APPENDICES
Appendix A. Field Procedures and Exploration Logs
Figure A-1 – Key to Exploration Logs
Figure A-2 through A-14 – Log of Borings
Appendix B. Laboratory Reports and Comprehensive Data Tables
Appendix C. Investigation-Derived Waste Manifest
Appendix D. Report Limitations and Guidelines for Use
January 12, 2018 | Page 1 File No. 0180-349-00
1.0 INTRODUCTION
This report presents the results of the Phase II Environmental Site Assessment completed in August through
September 2017 for the Washington State Department of Transportation (WSDOT) at Sites A and B
(subject property) near the intersection of NE 44th Street and Seahawks Way in Renton, Washington
(Vicinity Map, Figure 1). A brief description of the subject property is summarized below; more detailed
property information is provided in the Phase I ESA report by GeoEngineers provided under separate cover.
A summary of Phase I ESA findings is provided in Section 3.0.
Please note that this report presents data collected on or near the subject property as part of GeoEngineers’
Phase II ESA. Data collected during previous investigations (completed by others) on or near the subject
property are discussed in GeoEngineers’ Phase I ESA report.
Property Description and Adjacent Site Use Background
Sites A and B are adjacent to Seahawks Way and comprise portions of City of Renton (City) owned right of
way (ROW) (Site A) and King County Tax Parcel No. 2924059002 (owned by Quendall Terminals) (Site B).
Both sites are located in the northernmost limits of the City of Renton within a former industrial area, and
are associated with a planned modified interchange for Interstate 405 (I-405) and other roadway
improvements for the WSDOT I-405 Renton to Bellevue Express Toll Lanes project.
Current land use within the Sites consist of City ROW along Lake Washington Boulevard North,
Seahawks Way/Hazelwood Lane, vacant land, and wetlands and wetland buffer areas. Adjacent site use
includes historical industrial properties including the Quendall Terminals property (not in operation), a
Superfund site overseen by the Environmental Protection Agency (EPA). The Quendall Terminals Superfund
site extends approximately 50-60 feet east from the Quendall Terminals property to a historical Burlington
Northern Santa Fe (BNSF) rail line which is no longer in use (soon to be part of a new King County Eastside
Rail Corridor [ERC] trail). Other adjacent historical industrial properties include the former Barbee Mill
property (now residential; Conner Homes), and the former J.H. Baxter & Company property
(now commercial; the Seattle Seahawks Training and Headquarters Facility). Site B comprises a
non-contiguous portion of the Quendall Terminals parcel to the northeast of the main property located at
4503 Lake Washington Boulevard North. Please note that while Site A is currently City-owned land that is
not assigned a parcel number, it is possible that Site A historically comprised a portion of the
Quendall Terminals property (Parcel No. 2924059002) prior to City ROW acquisition. The layout of the
subject property and surrounding properties is shown on the Site Plan, Figure 2.
GeoEngineers Investigation Purpose and Goals
Due to the proximity of Sites A and B to known sites of environmental concern including the
Quendall Terminals Superfund site, former Barbee Mill, and former J.H. Baxter & Company properties,
WSDOT retained GeoEngineers to conduct a preliminary environmental investigation including Phase I
(provided under separate cover) and Phase II Environmental Site Assessments (ESAs). The specific
objectives for the Phase II ESA were to identify contaminants of concern (COCs) in soil or groundwater
(if any) on the subject property to inform WSDOT’s project design and related acquisition activities for the
I-405 project.
January 12, 2018 | Page 2 File No. 0180-349-00
Phase II activities were executed in accordance with the Sampling and Analysis Plan (SAP) prepared
for WSDOT (reviewed by WSDOT and the EPA), dated August 11, 2017; deviations from the SAP are
noted in Section 2.0. GeoEngineers, Inc., (GeoEngineers) is currently providing services to WSDOT under
Contract Y-11771, effective June 12, 2017, and associated Amendment No. 1 signed on
September 12, 2017.
2.0 SCOPE OF SERVICES
The specific scope of services for the Phase II investigation was as follows:
1. Prepared a draft and final SAP in preparation for subsurface Property assessment activities including
characterization of soil and groundwater. The SAP was prepared for WSDOT, and reviewed by WSDOT
and the EPA.
2. Coordinated field activities with WSDOT, EPA, and the City of Renton prior to subject property entry.
3. Subcontracted a Washington State-licensed drilling company to complete thirteen borings (ten in
August, and three in September), shown in Figure 2. The drillers submitted notifications to Ecology prior
to commencing work as required by State law.
4. Coordinated underground utility locating using the State underground utility notification system
(Washington State’s “One-call” public utility locating service), and a private utility locator to assess for
potential underground utilities at the subject property prior to commencing field work. Per state
regulations, the planned boring locations were marked prior to initiating the One-Call request. The top
5 feet of borings GEI-11 through GEI-13 (southwest of Site A) were cleared for utilities using air-knife
equipment operated by the drilling company due to the proximity of underground utilities to the
proposed boring locations.
5. Prepared a Property-Specific Health and Safety Plan (HASP) in accordance with Washington
Administrative Code (WAC) 296-24. A copy of the HASP was signed by GeoEngineers, WSDOT, and
subcontractor representatives present on site, and was kept on-site for the duration of the associated
field activities.
6. Conducted field characterization activities, including monitoring the advancement of 13 direct-push
borings at or near the subject property. Borings were completed to a maximum depth of 25 feet below
ground surface (bgs).
7. Obtained continuous-core soil samples from borings GEI-1 through GEI-13 for potential chemical
analysis. Soil samples were field screened for evidence of contamination using visual, water sheen,
and headspace vapor screening methods. Visually classified soil from the borings in general
accordance with ASTM D 2488 and maintained a detailed log of each exploration. Grab groundwater
samples were collected from eight locations (GEI-2 through GEI-6, GEI-10, GEI-11, and GEI-13) using a
peristaltic pump and low-flow sampling techniques.
8. All soil and groundwater samples were stored in an ice-filled cooler for transport to an
Ecology-accredited analytical laboratory using the protocols identified in the final SAP.
9. Analyzed select soil and groundwater samples from the borings for chemical analysis based on sample
locations and depth relative to potential sources of contamination, field screening results, and sample
January 12, 2018 | Page 3 File No. 0180-349-00
depth in relation to the soil/groundwater interface. Soil and groundwater sample chemical analysis was
in accordance with the contaminants of potential concern identified in the SAP including:
Gasoline-range petroleum hydrocarbons by Ecology Method NWTPH-Gx;
Diesel- and lube oil-range hydrocarbons by Ecology Method NWTPH-Dx;
Volatile Organic Compounds (VOCs) by United States Environmental Protection Agency (EPA)
Method 5035/8260C;
Semivolatile Organic Compounds (SVOCs) by EPA Method 8270D/SIM;
Carcinogenic Polycyclic Aromatic Hydrocarbons (cPAHs) by EPA Method 8270D/SIM;
Polychlorinated Biphenyls (PCBs) by EPA Method 8082A; and
Total and Dissolved Metals (Arsenic, Cadmium, Chromium, Lead, Mercury and Copper) by EPA
6010C/7471B (soil), and 200.8/7470A (groundwater).
10. Stored investigation-derived waste (IDW) generated during boring advancement and sampling in a
secure location on the subject property using appropriately-labeled containers. A
Washington State-licensed transporter was obtained to profile and transport the IDW to an appropriate
landfill for permitted disposal. The associated waste manifest is provided in Appendix C.
11. Evaluated the data with respect to the Model Toxics Control Act (MTCA) Method A and B cleanup levels
(CULs).
12. Prepared this report (in conjunction with the Phase I ESA report provided under separate cover)
presenting the Phase II ESA findings.
Deviations from the GeoEngineers Sampling and Analysis Plan
The following deviations from the SAP were executed during this investigation:
■ Borings GEI-8, GEI-9, and GEI-10 were completed just outside (downgradient 1) of Site B (refer to
Figure 2) in City of Renton right of way. Drilling was not completed on Site B because site access
was not granted to WSDOT prior to the investigation.
■ Boring GEI-6 was shifted approximately 60 feet northeast of the proposed location due to a conflict
with marked underground utilities.
■ A second phase of drilling (locations GEI-11, GEI-12, and GEI-13) was completed starting
approximately 50 feet to the southwest of Site A in the City of Renton right of way along
NE 44th Street. Borings GEI-11, GEI-12, and GEI-13 were completed to support WSDOT decision
making regarding design for the I-405 project. An amendment (Amendment No. 1) was prepared
by GeoEngineers and signed by WSDOT for the additional services.
1 Downgradient refers to the interpreted direction of groundwater flow from east/southeast to west/northwest across the subject property.
January 12, 2018 | Page 4 File No. 0180-349-00
3.0 PHASE I SUMMARY
No recognized environmental conditions in connection with the subject property were revealed as part of
our Phase I ESA research with the exception of historical site use and related soil and groundwater
contamination at the Quendall Terminals property. The following is an excerpt from the Phase I ESA:
“Sites A and B were historically upland areas of Quendall Terminals operations. The Quendall Terminals
property, located approximately 100 feet west of Site A, was historically used for various industrial
purposes including creosote and tar manufacturing, storage of diesel, crude, and waste oil, and log
storage. The creosote and tar manufacturing operations that occurred from approximately 1917 to
1969 included shipment operations of finished products on BNSF ERC ROW to the west of the subject
property. Loading operations also occurred along the rail alignment, particularly at the location of the
former May Creek railroad trestle. The former May Creek Channel received wastes from historical
creosote and tar manufacturing, loading, and shipment operations on the Quendall Terminals property
and at the railroad trestle location on BNSF ERC ROW. For this reason, the former May Creek Channel,
which intersects the southern boundary of Site A likely acts as a significant source area
for contaminants of concern on and upgradient of the Quendall Terminals property. The
Quendall Terminals Superfund site is therefore considered a REC to the subject property.”
4.0 POTENTIAL CHEMICALS OF CONCERN AND SCREENING LEVELS
Based on the findings of the research completed as part of the Phase I ESA and SAP, and the proximity of
the subject property to known sites of environmental concern (discussed in Section 1.0) the potential
sources of contamination included the Quendall Terminals Superfund site (a REC to the subject property)
and the former J.H. Baxter & Company site. Therefore, COCs identified for evaluation during this
Phase II ESA are COCs for these two sites of environmental concern which include petroleum hydrocarbons,
VOCs, SVOCs (pentachlorophenol [PCP]), cPAHs, PCBs and metals including arsenic, cadmium, chromium,
lead, mercury and copper. The media evaluated for the Phase II ESA were soil and groundwater.
MTCA Method A cleanup levels for unrestricted land use were used in this report for screening purposes
for the Phase II ESA. Where no MTCA Method A values exist, Method B cleanup levels for direct contact
were used. The corresponding MTCA cleanup levels are presented in Tables 1 and 2. In our opinion the
MTCA cleanup levels presented in this report are appropriate screening levels for this Phase II ESA.
5.0 PHASE II ESA FINDINGS
General
The Phase II ESA investigation was conducted in two phases on August 16 and 17, and on
September 8, 2017. Thirteen direct-push environmental borings were completed at the approximate
locations indicated on Figure 2. The boring locations were selected based on the locations of the potential
sources of contamination as described further below. The direct-push borings, GEI-1 through GEI-13,
extended to total depths ranging between 10 and 25 feet bgs. A representative of GeoEngineers observed
and documented subsurface conditions in the borings, and obtained soil samples for field screening and
chemical analysis as described in the SAP. Exploration and sampling procedures and the exploration logs
are presented in Appendix A.
January 12, 2018 | Page 5 File No. 0180-349-00
The rationale for boring locations on or near Sites A and B are as follows:
Site A
■ Boring locations on Site A (GEI-1 through GEI-7) were completed at accessible locations nearest to the
Quendall Terminals Superfund site on an approximate 40-foot spacing (boring center to center) near
the former May Creek Channel. Borings located farthest from the former May Creek Channel (GEI-5 to
GEI-7) were completed on an approximate 75- to 100-foot spacing. Grab groundwater samples were
collected in borings GEI-2 through GEI-6 – borings located near the former May Creek Channel.
■ Boring locations near Site A (GEI-11 through GEI-13) were completed at accessible locations to the
southwest of the former May Creek Channel on an approximate 40-foot spacing. Grab groundwater
samples were collected in borings GEI-11 and GEI-13.
Site B
■ WSDOT was not provided property access to Site B for the investigation. Accordingly, boring locations
near Site B (GEI-8 through GEI-10) were completed at accessible locations as close to Site B as
possible. Because the former J.H. Baxter & Company property was not identified as a REC to Site B,
borings were completed on an approximate 150- to 200-foot spacing. A grab groundwater sample
was collected in boring GEI-10 located approximately 100 feet east (upgradient) of the former
J.H. Baxter & Company Property.
Soil Conditions
Soil conditions encountered beneath the surface (asphalt, gravel, or grass cover) at each boring location
primarily consisted of sand with silt and gravel (fill material) to depths ranging from approximately 5 to
16 feet bgs. A black fill layer consisting of sand with silt and occasional debris (brick) was observed in
borings GEI-3 and GEI-4 near the former May Creek Channel from approximately 10.5 to 12 feet bgs. The
fill layer in each boring was underlain by shallow alluvium (native material) consisting of heterogeneous
layers of silt, peat, and/or sand to the maximum depth explored at 25 feet bgs.
Groundwater Conditions
Groundwater was encountered during drilling in all borings at depths ranging from approximately 5.5 to
18 feet bgs. This is consistent with previous investigations in the area which have identified a shallow
aquifer from approximately 6 to 20 feet bgs. Based on surface topography in the vicinity of the site and the
close proximity of Lake Washington, the shallow groundwater flow direction is assumed to be west to
northwest.
Soil Field Screening and Chemical Analytical Results (Table 1)
Soil from the explorations was field screened for physical evidence of petroleum and volatiles using visual,
water sheen and headspace screening methods; field screening did not indicate evidence of contamination
in soil samples from the borings. Field screening results are shown in the exploration logs and are presented
in Table 1 for samples that were chemically analyzed.
With the absence of field screening evidence of contamination, two soil samples were submitted from each
boring (with the exception of GEI-3) for chemical analysis: one from shallow fill soil, and one from the
groundwater interface. An additional soil sample was submitted for chemical analysis from boring GEI-3
January 12, 2018 | Page 6 File No. 0180-349-00
from the fill horizon where black sand was observed at approximately 11.5 feet bgs. All soil samples (27 in
total) were submitted for chemical analysis of petroleum hydrocarbons, VOCs, SVOCs, cPAHs, PCBs, and
metals (Arsenic, Cadmium, Chromium, Lead, Mercury and Copper). Soil sample chemical analytical results
are summarized below and presented in Table 1. Copies of the chemical analytical laboratory reports are
provided in Appendix B.
■ Gasoline-range petroleum hydrocarbons, PCBs, and metals cadmium and mercury were not detected
in the samples tested.
■ Arsenic, chromium, copper and/or lead either were not detected, or were not detected at
concentrations greater than MTCA Method A cleanup levels (CULs) in the soil samples tested.
■ VOCs apart from acetone, carbon disulfide, 2-butanone, and tetrachloroethene were not detected in
the samples tested. Detected VOCs (acetone, carbon disulfide, 2-butanone, and tetrachloroethene)
were not detected at concentrations greater than MTCA Method A CULs in the soil samples tested. Note
that acetone, carbon disulfide, and 2-butanone are common laboratory solvents, and that
tetrachloroethene was detected below the MTCA Method A CUL in one field duplicate sample (DUP-1)
from boring GEI-1 from 3.5 to 4 feet bgs and was not detected in the parent sample (GEI-1-3.5-4).
■ CPAHs and/or naphthalenes were detected above MTCA Method A CULs in fill soil from borings GEI-3
(11.5 - 12 and 15 - 15.5 feet bgs), GEI-4 (10.5 - 11 feet bgs), GEI-5 (1.5 - 2 feet bgs), GEI-6 (1.5 - 2 feet
bgs), GEI-7 (5.5 - 6 feet bgs), GEI-8 (0 - 0.5 feet bgs), and GEI-10 (2.5 - 3 feet bgs). CPAHs and
naphthalenes were either not detected, or were detected below MTCA CULs in the remaining soil
samples analyzed.
■ Oil-range petroleum hydrocarbons were detected above the MTCA Method A CUL of 2,000 milligrams
per kilogram (mg/kg) in boring GEI-3 (18,000 mg/kg) from 11.5 to 12 feet bgs, and in boring GEI-4
(4,600 mg/kg) from 10.5 to 11 feet bgs. Oil-range petroleum hydrocarbons were not detected above
the MTCA Method A CUL in the remaining soil samples analyzed.
Soil chemical analytical results for soil samples tested are summarized in Figure 3.
Groundwater Chemical Analytical Results (Table 2)
Grab groundwater samples were obtained from borings GEI-2 through GEI-6, GEI-10, GEI-11, and GEI-13
using temporary well points and low-flow sampling methods. Groundwater samples were submitted for
chemical analysis of petroleum hydrocarbons, VOCs, SVOCs, cPAHs, PCBs, and total and dissolved metals
(Arsenic, Cadmium, Chromium, Lead, Mercury and Copper). Groundwater sample chemical analytical
results are summarized below and presented in Table 2. Field procedures are described in Appendix A.
Copies of the chemical analytical laboratory reports are provided in Appendix B.
■ Gasoline-, diesel-, and lube oil-range hydrocarbons, PCBs, VOCs (except acetone), naphthalenes, and
total metals (except arsenic, chromium, and lead) were not detected in the samples tested.
■ Acetone (a VOC) was detected below the MTCA CUL in groundwater samples from borings GEI-11 and
GEI-13. Note that acetone is a common laboratory solvent.
■ Select SVOCs and/or cPAHs were detected below MTCA CULs in groundwater samples from borings
GEI-2, GEI-4, GEI-5, GEI-10, GEI-11, and GEI-13.
January 12, 2018 | Page 7 File No. 0180-349-00
■ Total arsenic was detected above the MTCA CUL in groundwater from all borings except GEI-5. However,
dissolved arsenic exceeded the MTCA CUL of 5.0 micrograms per liter (µg/L) in only GEI-3 (8.8 µg/L),
GEI-6 (9.0 µg/L), GEI-10 (5.1 µg/L), and GEI-13 (64 µg/L).
■ Total chromium and lead were detected above MTCA CULs in groundwater from borings GEI-10 and
GEI-11. Dissolved chromium and lead were not detected in groundwater from these same locations.
Groundwater chemical analytical results are summarized in Figure 4.
All analytical data was validated using Stage 2B manual criteria. The data validation report and associated
comprehensive data tables are presented in Appendix B.
6.0 CONCLUSIONS AND RECOMMENDATIONS
The Phase II ESA characterized soil and groundwater on or near the subject property to evaluate the
potential for contamination from identified off-property potential sources of contamination identified in the
Phase I ESA (the Quendall Terminals Superfund site) to inform WSDOT’s project design and related
acquisition activities for the I-405 project.
A summary of the Phase II findings is as follows:
Soil
■ CPAHs and/or naphthalenes were detected above MTCA CULs in shallow fill soil from seven of the
boring locations (GEI-3 through GEI-8, and GEI-10) completed at depths ranging from ground surface
to 6.5 feet bgs, with the exception of two soil sample locations from borings GEI-3 and GEI-4.
CPAHs and/or naphthalenes were detected above MTCA CULs in borings GEI-3 and GEI-4 in fill soil from
approximately 10.5 to 15.5 feet bgs; contaminants at this depth appear to be associated with the black
fill soil with debris identified at these locations. In general, cPAH and naphthalene contamination
appear to be widespread and associated with fill soil from an unknown source or sources.
■ Oil-range petroleum hydrocarbons were detected above the MTCA Method A CUL in borings GEI-3 and
GEI-4 from 11.5 to 12 and 10.5 to 11 feet bgs. These soil samples were also collected from the lense
of black sandy fill soil with debris observed from approximately 10.5 to 12 feet bgs.
■ Other contaminants of concern including gasoline- and diesel-range petroleum hydrocarbons, PCBs,
VOCs, SVOCs, and metals were not detected above MTCA CULs in the soil samples analyzed.
Groundwater
■ Contaminants of concern including gasoline-, diesel-, and lube oil-range hydrocarbons, PCBs, PAHs,
VOCs, SVOCs, and metals including cadmium, copper, and mercury were not detected in the
groundwater samples analyzed, or the detected concentrations did not exceed MTCA CULs.
■ Total arsenic was detected above the MTCA CUL in groundwater from all borings except GEI-5; however,
dissolved arsenic exceeded the MTCA CUL in groundwater samples from only GEI-3, GEI-6, GEI-10, and
GEI-13.
January 12, 2018 | Page 8 File No. 0180-349-00
■ Total chromium and lead were detected above MTCA CULs in groundwater from borings GEI-10 and
GEI-11. Dissolved chromium and lead were either not detected, or were detected below MTCA CULs in
groundwater from these same locations.
Note that Grab groundwater samples were collected using temporary well points during drilling. Due to the
elevated suspended solids typically present in samples collected using this methodology, dissolved metals
concentrations are likely more representative of subject property conditions than total metals
concentrations.
Fill soil on or near both Sites A and B (as represented by soil samples collected from ground surface to
approximately 15.5 feet bgs) ranges in thickness from approximately 5.5 feet to 16 feet and has
widespread cPAH and naphthalene contamination (above MTCA CULs) in addition to isolated oil-range
petroleum hydrocarbon contamination near the former May Creek Channel (borings GEI-3 and GEI-4).
Additionally, diesel- and oil-range petroleum hydrocarbons, select VOCs, and PAHs are present in fill soil
across Sites A and B at concentrations below MTCA CULs. For this reason, fill soil excavated from the subject
property during construction will need to be profiled and transported off-site for permitted disposal at a
Subtitle D landfill.
Chemical analytical results from native soil samples at depths ranging from 15 to 18 feet bgs indicate that
contaminants of concern are not present in this soil horizon (where tested) at concentrations of regulatory
significance, and will likely not be subject to special soil handling or end-use requirements.
Based on the chemical analytical results, it would be prudent to develop soil and groundwater management
and construction contingency plans prior to any future earthwork associated with redevelopment at the
Sites. Please note that we did not complete soil sampling on Site B, therefore the environmental conditions
on this Site are largely unknown. However, based on analytical results from samples collected as part of
this investigation close to the Site B boundary, shallow contamination (cPAHs) may be encountered on
Site B at a minimum.
7.0 LIMITATIONS
This report has been prepared for use by the Washington State Department of Transportation. No third
parties should place legal reliance on this report. GeoEngineers has performed this Phase II ESA in
accordance with the scope and limitations of our Agreement with the Washington State Department of
Transportation dated September 12, 2017. Within the limitations of scope, schedule and budget, our
services have been executed in accordance with generally accepted environmental science practices in
this area at the time this report was prepared. No warranty or other conditions, express or implied, should
be understood.
Any electronic form, facsimile or hard copy of the original document (email, text, table and/or figure), if
provided, and any attachments are only a copy of the original document. The original document is stored
by GeoEngineers, Inc. and will serve as the official document of record.
Please refer to Appendix C titled “Report Limitations and Guidelines for Use” for additional information
pertaining to use of this report.
January 12, 2018 | Page 9 File No. 0180-349-00
8.0 REFERENCES
GeoEngineers, 2017a. “Phase I Environmental Site Assessment, I-405 Renton to Bellevue Express Toll
Lanes Project, Sites A and B, Renton, Washington” prepared for the Washington State Department
of Transportation, dated January 12, 2018.
GeoEngineers, 2017b. “Phase II Environmental Site Assessment Sampling and Analysis Plan, I-405 Renton
to Bellevue Express Toll Lanes Project, Sites A and B, Renton, Washington” prepared for the
Washington State Department of Transportation, dated August 11, 2017.
T
A
B
L
E
S
Sample Location1
Sample Identification2 GEI-1-3.5-4 DUP-13 GEI-1-17-17.5 GEI-2-3.5-4 GEI-2-15-15.5 GEI-3-1-1.5 GEI-3-11.5-12 GEI-3-15-15.5 GEI-4-2-2.5 GEI-4-10.5-11 GEI-5-1.5-2 GEI-5-12.5-13 GEI-6-1.5-2 GEI-6-6-6.5
Sample Date 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017
Sample Depth (feet bgs)3.5 3.5 17 3.5 15 1 11.5 15 2 10.5 1.5 12.5 1.5 6
Field Screening
Sheen NS NS NS NS NS NS NS NS NS NS NS NS
Headspace (ppm)<1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1
Petroleum Hydrocarbons by NWTPH-Gx or NWTPH-Dx (mg/kg)
Gasoline-Range <7.2 <6.8 <8.2 <6.1 <8.6 <5.8 <11 <8.8 <5.9 <7.4 <5.5 <9.1 <7.2 <8.9 30/1007
Diesel-Range <27 <27 <32 <26 <34 <26 <1,300 <34 <26 1,100 <26 39 37 <32
Oil-Range <54 <54 <64 <53 <69 <53 18,000 89 <52 4,600 <52 110 220 <64
Total Metals by EPA 6010C/7471B (mg/kg)
Arsenic <11 <11 <13 <11 <14 <11 <10 <14 <10 <11 <10 <14 <12 <13 20
Cadmium <0.54 <0.54 <0.64 <0.53 <0.69 <0.53 <0.52 <0.68 <0.52 <0.55 <0.52 <0.68 <0.59 <0.64 2.0
Total Chromium 43 46 47 23 49 24 20 42 23 22 23 50 40 44 2,000 8
Copper 21 22 19 23 22 24 16 17 23 34 21 22 17 18 3,2009
Lead <5.4 <5.4 <6.4 <5.3 <6.9 <5.3 5.4 <6.8 <5.2 13 <5.2 <6.8 <5.9 <6.4 250
Mercury <0.27 <0.27 <0.32 <0.26 <0.34 <0.26 <0.26 <0.34 <0.26 <0.27 <0.26 <0.34 <0.29 <0.32 2.0
Volatile Organic Compounds (VOCs) by EPA Method 8260C (mg/kg)
Acetone <0.016 <0.012 0.17 <0.013 0.059 <0.013 0.045 0.12 <0.012 0.081 <0.014 0.063 <0.012 0.062 72,0009
Carbon Disulfide <0.0016 <0.0012 <0.0015 <0.0013 <0.0014 <0.0013 <0.0018 <0.0014 <0.0012 0.0033 <0.0014 <0.0012 <0.0012 <0.0013 8009
2-Butanone <0.0081 <0.0059 0.038 <0.0066 0.012 <0.0063 <0.0091 0.025 <0.0059 0.011 <0.0069 0.013 <0.0061 0.011 4,8009
Tetrachloroethene <0.0032 0.0035 <0.0030 <0.0026 <0.0028 <0.0025 <0.0036 <0.0028 <0.0024 <0.0037 <0.0028 <0.0023 <0.0025 <0.0026 0.05
Other VOCs ND ND ND ND ND ND ND ND ND ND ND ND ND ND varies
Polychlorinated Biphenyls (PCBs) by EPA Method 8082A (mg/kg)
Total Aroclors ND ND ND ND ND ND ND ND ND ND ND ND ND ND 1
Semivolatile Organic Compounds (SVOCs) and Polycyclic Aromatic Hydrocarbons (PAHs) by EPA Method 8270D/SIM (mg/kg)
Acenaphthylene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 0.019 <0.0069 2.1 <0.0070 <0.0090 0.072 <0.0086 NE
Acenaphthene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 <0.0091 <0.0069 0.33 0.020 <0.0090 0.025 <0.0086 4,8009
Fluorene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 0.012 <0.0069 0.58 0.015 <0.0090 0.041 <0.0086 3,2009
Phenanthrene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.6 0.10 <0.0069 5.0 0.18 <0.0090 0.36 <0.0086 NE
Anthracene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.19 0.040 <0.0069 5.3 0.030 <0.0090 0.13 <0.0086 NE
Fluoranthene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.78 0.17 <0.0069 4.6 0.11 <0.0090 0.87 <0.0086 3,2009
Pyrene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 0.010 1.4 0.18 <0.0069 5.5 0.22 <0.0090 0.84 <0.0086 2,4009
Benzo[g,h,i]perylene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 1.0 0.22 <0.0069 5.8 0.069 <0.0090 0.27 <0.0086 NE
Naphthalenes by EPA Method 8270D/SIM (mg/kg)
Naphthalene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 0.029 <0.0069 4.9 0.023 <0.0090 0.021 <0.0086 5.0
1-Methylnaphthalene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 0.0097 <0.0069 0.85 0.013 <0.0090 0.0084 <0.0086 34.59
2-Methylnaphthalene <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 0.021 <0.0069 1.9 0.015 <0.0090 0.011 <0.0086 3209
Total Naphthalenes4 <0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 <0.10 0.0597 <0.0069 7.65 0.051 <0.0090 0.0404 <0.0086 5.0
Carcinogenic Polycyclic Aromatic Hydrocarbons (cPAHs) by EPA Method 8270D/SIM (mg/kg)
Benzo (a) anthracene (TEF 0.1)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.63 0.13 <0.0069 2.6 0.076 <0.0090 0.44 <0.0086 1.379
Chrysene (TEF 0.01)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 1.2 0.17 <0.0069 3.8 0.10 <0.0090 0.52 <0.0086 1379
Benzo (b) fluoranthene (TEF 0.1)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 1.2 0.25 <0.0069 5.5 0.080 <0.0090 0.52 <0.0086 1.379
Benzo (j,k) fluoranthene (TEF 0.1)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.26 0.072 <0.0069 1.5 0.024 <0.0090 0.21 <0.0086 13.79
Benzo (a) pyrene (TEF 1)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 1.2 0.20 <0.0069 5.5 0.098 <0.0090 0.45 <0.0086 0.1
Indeno (1,2,3-cd) pyrene (TEF 0.1)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.82 0.19 <0.0069 4.6 0.048 <0.0090 0.27 <0.0086 1.379
Dibenz (a,h) anthracene (TEF 0.1)<0.0071 <0.0071 <0.0086 <0.0070 <0.0092 <0.0070 0.18 0.046 <0.0069 1.1 0.016 <0.0090 0.078 <0.0086 0.1379
Total cPAHs (TTEC)5 (detect only)N/A N/A N/A N/A N/A N/A 1.521 0.271 N/A 7.068 0.123 N/A 0.607 N/A 0.1
Notes on last page
I-5 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation Project
Renton, Washington
GEI-2 GEI-3 GEI-4 GEI-5 GEI-6
2,000
N/A
Table 1
Summary of Soil Field Screening and Chemical Analytical Results
NS
<1
MTCA Cleanup
Level6
GEI-1
File No. 0180-349-00
Table 1 | January 12, 2018 Page 1 of 3
Sample Location1
Sample Identification2
Sample Date
Sample Depth (feet bgs)
Field Screening
Sheen
Headspace (ppm)
Petroleum Hydrocarbons by NWTPH-Gx or NWTPH-Dx (mg/kg)
Gasoline-Range
Diesel-Range
Oil-Range
Total Metals by EPA 6010C/7471B (mg/kg)
Arsenic
Cadmium
Total Chromium
Copper
Lead
Mercury
Volatile Organic Compounds (VOCs) by EPA Method 8260C (mg/kg)
Acetone
Carbon Disulfide
2-Butanone
Tetrachloroethene
Other VOCs
Polychlorinated Biphenyls (PCBs) by EPA Method 8082A (mg/kg)
Total Aroclors
Semivolatile Organic Compounds (SVOCs) and Polycyclic Aromatic Hydrocarbons (PAHs) by EPA Method 8270D/SIM (mg/kg)
Acenaphthylene
Acenaphthene
Fluorene
Phenanthrene
Anthracene
Fluoranthene
Pyrene
Benzo[g,h,i]perylene
Naphthalenes by EPA Method 8270D/SIM (mg/kg)
Naphthalene
1-Methylnaphthalene
2-Methylnaphthalene
Total Naphthalenes4
Carcinogenic Polycyclic Aromatic Hydrocarbons (cPAHs) by EPA Method 8270D/SIM (mg/kg)
Benzo (a) anthracene (TEF 0.1)
Chrysene (TEF 0.01)
Benzo (b) fluoranthene (TEF 0.1)
Benzo (j,k) fluoranthene (TEF 0.1)
Benzo (a) pyrene (TEF 1)
Indeno (1,2,3-cd) pyrene (TEF 0.1)
Dibenz (a,h) anthracene (TEF 0.1)
Total cPAHs (TTEC)5 (detect only)
Notes on last page
I-5 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation Project
Renton, Washington
Table 1
Summary of Soil Field Screening and Chemical Analytical Results
GEI-7-2-2.5 GEI-7-5.5-6 GEI-8-0-0.5 GEI-8-6.25-6.75 GEI-9-2.5-3 GEI-9-5.5-6 GEI-10-2.5-3 GEI-10-5.5-6 GEI-11-5.5-6 GEI-11-15.5-16 GEI-12-5-5.5 GEI-12-17.5-18 GEI-13-5-5.5 GEI-13-15-15.5
8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017
2 5.5 0.5 6.5 2.5 5.5 2.5 5.5 5.5 15.5 5 17.5 5 15
NS NS NS NS NS NS NS NS NS NS NS NS NS NS
<1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1
<9.0 <7.0 <7.0 <7.1 <9.7 <7.5 <7.6 <8.8 <7.2 <7.2 <7.5 <5.5 <6.8 <6.3 30/1007
39 <30 54 <33 <30 <31 <32 <62 <29 <31 <29 <28 <29 <31
<65 <61 300 <65 <59 <63 <65 <57 63 <62 <59 <55 87 <61
<13 <12 <10 <13 <12 <13 15 <13 <11 <12 <12 <11 <12 <12 20
<0.65 <0.61 <0.51 <0.65 <0.59 <0.63 <0.57 <0.64 <0.57 <0.62 <0.59 <0.55 <0.59 <0.61 2.0
42 39 23 42 41 38 47 38 43 31 43 29 47 29 2,000 8
27 16 21 15 22 15 30 13 22 11 20 8.6 28 11 3,2009
14 <6.1 19 <6.5 <5.9 <6.3 23 <6.4 <5.7 <6.2 <5.9 <5.5 <5.9 <6.1 250
<0.33 <0.30 <0.26 <0.33 <0.29 <0.31 <0.28 <0.32 <0.29 <0.31 <0.29 <0.27 <0.29 <0.31 2.0
0.15 0.084 <0.013 0.034 <0.021 0.046 0.020 0.020 0.028 0.041 0.013 0.020 <0.0058 0.042 72,0009
<0.0019 <0.0011 <0.0013 <0.0013 <0.0021 <0.0012 <0.0010 <0.0012 <0.0027 <0.0019 <0.0025 <0.0021 <0.0020 0.0029 8009
0.033 0.016 <0.0065 0.0081 <0.011 0.0090 <0.0052 <0.0061 <0.0078 <0.0055 <0.0073 <0.0063 <0.0058 <0.0059 4,8009
<0.0038 <0.0021 <0.0026 <0.0026 <0.0042 <0.0024 <0.0021 <0.0025 <0.0016 <0.0011 <0.0015 <0.0013 <0.0012 <0.0012 0.05
ND ND ND ND ND ND ND ND ND ND ND ND ND ND varies
ND ND ND ND ND ND ND ND ND ND ND ND ND ND 1
<0.0087 0.0089 0.040 <0.0087 <0.0079 <0.0084 0.076 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 NE
0.0094 <0.0081 0.12 <0.0087 <0.0079 <0.0084 0.041 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 4,8009
0.0099 <0.0081 0.075 <0.0087 <0.0079 <0.0084 0.037 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 3,2009
0.089 0.018 1.0 <0.0087 <0.0079 <0.0084 0.29 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.020 <0.0082 NE
0.027 0.013 0.21 <0.0087 <0.0079 <0.0084 0.14 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 NE
0.13 0.073 0.97 <0.0087 <0.0079 <0.0084 0.83 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.012 <0.0082 3,2009
0.14 0.069 1.4 <0.0087 <0.0079 <0.0084 1.0 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.025 <0.0082 2,4009
0.087 0.020 0.64 <0.0087 <0.0079 <0.0084 0.69 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.0084 <0.0082 NE
<0.0087 <0.0081 0.11 <0.0087 <0.0079 <0.0084 0.042 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 5.0
<0.0087 <0.0081 0.072 <0.0087 <0.0079 <0.0084 0.023 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 34.59
<0.0087 <0.0081 0.077 <0.0087 <0.0079 <0.0084 0.027 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 3209
<0.0087 <0.0081 0.259 <0.0087 <0.0079 <0.0084 0.092 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 5.0
0.065 0.041 0.59 <0.0087 <0.0079 <0.0084 0.50 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.0091 <0.0082 1.379
0.087 0.056 0.79 <0.0087 <0.0079 <0.0084 0.62 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.013 <0.0082 1379
0.11 0.047 0.87 <0.0087 <0.0079 <0.0084 1.1 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.011 <0.0082 1.379
0.038 0.016 0.22 <0.0087 <0.0079 <0.0084 0.36 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 13.79
0.093 0.038 0.80 <0.0087 <0.0079 <0.0084 0.85 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 0.011 <0.0082 0.1
0.071 0.021 0.51 <0.0087 <0.0079 <0.0084 0.64 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 1.379
0.018 <0.0081 0.14 <0.0087 <0.0079 <0.0084 0.16 <0.0086 <0.0076 <0.0083 <0.0079 <0.0073 <0.0078 <0.0082 0.1379
0.124 0.051 1.041 N/A N/A N/A 1.132 N/A N/A N/A N/A N/A 0.013 N/A 0.1
GEI-7
I-5 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation Project
Renton, Washington
2,000
Table 1
Summary of Soil Field Screening and Chemical Analytical Results
GEI-10GEI-8 GEI-9
N/A
GEI-11 GEI-12 GEI-13
MTCA Cleanup
Level6
File No. 0180-349-00
Table 1 | January 12, 2018 Page 2 of 3
Notes:
1 Sample locations are shown on Figure 2. Chemical analysis performed by OnSite Environmental, Inc. of Redmond, Washington.
2 Sample identification is the boring location-depth interval (i.e., soil sample GEI-1-3.5-4 was a soil sample collected from boring GEI-1 from 3.5 to 4 feet bgs).
3 Duplicate sample DUP-1 obtained for sample GEI-1-3.5-4.
4 Total naphthalenes consists of 1-methylnaphthalene, 2-methylnaphthalene and naphthalene.
5 Total Toxic Equivalent Concentration (TTEC) is the sum of each individual cPAH concentration multiplied by its corresponding TEF.
6 Model Toxics Control Act (MTCA) Method A Soil Cleanup Level for Unrestricted Land Use. MTCA B Soil Cleanup Levels are used when no Method A Cleanup Level exists.
7 When benzene is present, the gasoline range cleanup level is 30 mg/kg. When benzene is not present the gasoline cleanup level is 100 mg/kg.
8 Model Toxics Control Act (MTCA) Method A Cleanup Level for Trivalent Chromium.
9Method B Cleanup Level for Unrestricted Land Use represented because MTCA Method A cleanup level has not been established.
bgs = below ground surface
EPA = U.S. Environmental Protection Agency
mg/kg = milligrams per kilogram
µg/kg = micrograms per kilogram
MTCA = Model Toxics Control Act
N/A = not applicable
ND = not detected
NE = not established
NS = no sheen
TEF = Toxicity Equivalency Factor as defined in WAC 173-340-900 Table 708-2
< = compound was not detected at a concentration greater than the indicated laboratory detection limit.
Bold indicates analyte was detected.
Notes:
1 Sample locations are shown on Figure 2. Chemical analysis performed by OnSite Environmental, Inc. of Redmond, Washington.
2 Sample identification is the boring location-depth interval (i.e., soil sample GEI-1-3.5-4 was a soil sample collected from boring GEI-1 from 3.5 to 4 feet bgs).
3 Duplicate sample DUP-1 obtained for sample GEI-1-3.5-4.
4 Total naphthalenes consists of 1-methylnaphthalene, 2-methylnaphthalene and naphthalene.
5 Total Toxic Equivalent Concentration (TTEC) is the sum of each individual cPAH concentration multiplied by its corresponding TEF.
6 Model Toxics Control Act (MTCA) Method A Soil Cleanup Level for Unrestricted Land Use. MTCA B Soil Cleanup Levels are used when no Method A Cleanup Level exists.
7 When benzene is present, the gasoline range cleanup level is 30 mg/kg. When benzene is not present the gasoline cleanup level is 100 mg/kg.
8 Model Toxics Control Act (MTCA) Method A Cleanup Level for Trivalent Chromium.
9Method B Cleanup Level for Unrestricted Land Use represented because MTCA Method A cleanup level has not been established.
bgs = below ground surface
EPA = U.S. Environmental Protection Agency
mg/kg = milligrams per kilogram
µg/kg = micrograms per kilogram
MTCA = Model Toxics Control Act
N/A = not applicable
ND = not detected
NE = not established
NS = no sheen
TEF = Toxicity Equivalency Factor as defined in WAC 173-340-900 Table 708-2
< = compound was not detected at a concentration greater than the indicated laboratory detection limit.
Bold indicates analyte was detected.
Shading indicates analyte was detected at a concentration greater than the MTCA soil cleanup level.
File No. 0180-349-00
Table 1 | January 12, 2018 Page 3 of 3
Sample Location1 GEI-3 GEI-4 GEI-5 GEI-6 GEI-10 GEI-11 GEI-13
Sample Identification2 GEI-2-081617 DUP-23 GEI-3-081617 GEI-4-081617 GEI-5-081717 GEI-6-081717 GEI-10-081717 GEI-11-090817 GEI-13-090817
Sample Date 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/17/2017 8/17/2017 8/17/2017 9/8/2017 9/8/2017
Screened Interval (feet bgs)18 - 23 15 - 20 15 - 20 10 - 15 7 - 12 20-25 15-20
Petroleum Hydrocarbons by NWTPH-Gx or NWTPH-Dx (µg/L)
Gasoline-Range <100 <100 <100 <100 <100 <100 <100 <100 <100 800/1,0007
Diesel-Range <260 <260 <270 <260 <260 <270 <270 <290 <270
Oil-Range <420 <420 <430 <410 <420 <430 <440 <470 <430
Total Metals by EPA 200.8/7470A (µg/L)
Arsenic 8.4 8.9 110 9.5 4.5 12 23 24 75 5.0
Cadmium <4.4 <4.4 <4.4 <4.4 <4.4 <4.4 <4.4 <4.4 <4.4 5.0
Total Chromium <11 <11 <11 <11 21 <11 200 220 <11 50
Copper <11 <11 <11 <11 <11 <11 100 110 <11 6408
Lead 1.7 <1.1 <1.1 <1.1 2.2 <1.1 17 23 <1.1 15
Mercury <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 2.0
Dissolved Metals by EPA 200.8/7470A (µg/L)
Arsenic <3.0 <3.0 8.8 <3.0 <3.0 9.0 5.1 4.5 64 5.0
Cadmium <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 5.0
Chromium <10 <10 <10 <10 <10 <10 <10 <10 <10 50
Copper <10 <10 <10 <10 <10 <10 <10 <10 <10 6408
Lead <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 1.3 <1.0 15
Mercury <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 2.0
Volatile Organic Compounds (VOCs) by EPA Method 8260C (µg/L)
Acetone <6.4 <6.4 <6.4 <6.4 <6.4 <6.4 <6.4 7.2 5.3 72008
Other VOCs ND ND ND ND ND ND ND ND ND varies
Polychlorinated Biphenyls (PCBs) by EPA Method 8082A (µg/L)
Total Aroclors ND ND ND ND ND ND ND ND ND 0.1
Semivolatile Organic Compounds (SVOCs) and Polycyclic Aromatic Hydrocarbons (PAHs) by EPA Method 8270D/SIM (µg/L)
Acenaphthene 0.13 <0.096 <0.10 <0.098 <0.098 <0.098 <0.11 0.29 0.19 9608
Phenanthrene 0.14 <0.0096 <0.010 <0.0098 <0.0098 <0.0098 <0.011 <0.10 <0.10 NE
Pyrene <0.099 <0.096 <0.10 <0.098 <0.098 <0.098 <0.11 <0.10 0.32 4808
Benzo[g,h,i]perylene 0.016 <0.0096 <0.010 0.018 <0.0098 <0.0098 <0.011 <0.010 <0.010 NE
Naphthalenes by EPA Method 8270D/SIM (µg/L)
Total Naphthalenes4 ND ND ND ND ND ND ND ND ND 160
Carcinogenic Polycyclic Aromatic Hydrocarbons (cPAHs) by EPA Method 8270D/SIM (µg/L)
Benzo (a) anthracene (TEF 0.1)0.020 <0.0096 <0.010 <0.0098 <0.0098 <0.0098 0.017 <0.010 <0.010 0.128
Chrysene (TEF 0.01)0.024 <0.0096 <0.010 0.013 0.014 <0.0098 0.019 <0.010 <0.010 12.08
Benzo (b) fluoranthene (TEF 0.1)0.028 <0.0096 <0.010 0.017 0.011 <0.0098 0.019 <0.010 <0.010 0.128
Benzo (j,k) fluoranthene (TEF 0.1)<0.0099 <0.0096 <0.010 <0.0098 <0.0098 <0.0098 <0.011 <0.010 <0.010 1.28
Benzo (a) pyrene (TEF 1)0.024 <0.0096 <0.010 0.017 0.011 <0.0098 0.017 <0.010 <0.010 0.1
Indeno (1,2,3-cd) pyrene (TEF 0.1)0.015 <0.0096 <0.010 0.020 <0.0098 <0.0098 0.013 <0.010 <0.010 0.128
Dibenz (a,h) anthracene (TEF 0.1)<0.0099 <0.0096 <0.010 <0.0098 <0.0098 <0.0098 <0.011 <0.010 <0.010 0.0128
Total cPAHs(TTEC)5 (detect only)0.031 N/A N/A 0.021 0.012 N/A 0.022 N/A N/A 0.1
Notes on last page
Table 2
Summary of Groundwater Chemical Analytical Results
I-5 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation Project
Renton, Washington
16 - 21
MTCA Cleanup
Level6
GEI-2
500
File No. 0180-349-00
Table 2 | January 12, 2018 Page 1 of 2
Notes:
1 Sample locations are shown on Figure 2. Chemical analysis performed by OnSite Environmental, Inc. of Redmond, Washington.
2 Sample identification is the boring location-date (i.e., groundwater sample GEI-2-081617 was a groundwater sample collected from boring GEI-2 on August 16, 2017.
3 Duplicate sample DUP-1 obtained for sample GEI-2-081617.
4 Total naphthalenes consists of 1-methylnaphthalene, 2-methylnaphthalene and naphthalene.
5 Total Toxic Equivalent Concentration (TTEC) is the sum of each individual cPAH concentration multiplied by its corresponding TEF.
6 Model Toxics Control Act (MTCA) Method A Groundwater Cleanup Level. MTCA B Groundwater Cleanup Levels are used when no Method A Cleanup Level exists.
7 When benzene is present, the gasoline range cleanup level is 0.8 mg/L. When benzene is not present the gasoline cleanup level is 1.0 mg/L.
8Method B Cleanup Level represented because MTCA Method A cleanup level has not been established.
bgs = below ground surface
EPA = U.S. Environmental Protection Agency
mg/L = milligrams per liter
µg/L = micrograms per liter
MTCA = Model Toxics Control Act
N/A = not applicable
ND = not detected
NE = not established
TEF = Toxicity Equivalency Factor as defined in WAC 173-340-900 Table 708-2
< = compound was not detected at a concentration greater than the indicated laboratory detection limit.
Bold indicates analyte was detected.
Shading indicates analyte was detected at a concentration greater than the MTCA groundwater cleanup level.
File No. 0180-349-00
Table 2 | January 12, 2018 Page 2 of 2
F
I
G
U
R
E
S
μ
SITES
Vicinity Map
Figure 1
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Renton, Washington
2,000 2,0000
Feet
Data Source: Mapbox Open Street Map, 2016
Notes:
1. The locations of all features shown are approximate.
2. This drawing is for information purposes. It is intended to
assist in showing features discussed in an attached document.
GeoEngineers, Inc. cannot guarantee the accuracy and content
of electronic files. The master file is stored by GeoEngineers,
Inc. and will serve as the official record of this communication.
Projection: NAD 1983 UTM Zone 10N
P:
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SITES
Metal
Total Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 8.4 ND
Metal
Total
Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 110 8.8
Metal
Total
Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 9.5 ND
Metal
Total
Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 4.5 ND
Metal
Total
Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 12 9.0 Metal
Total Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 23 5.1
Cr 200 ND
Pb 17 ND
Metal
Total
Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 24 4.5
Cr 220 ND
Pb 23 1.3
Metal
Total
Metals
(ug/L)
Dissolved
Metals
(ug/L)
Ar 75 64
A
P
P
E
N
D
I
C
E
S
APPENDIX A
Field Procedures and Exploration Logs
January 12, 2018 | Page A-1 File No. 0180-349-00
APPENDIX A
FIELD PROCEDURES AND EXPLORATION LOGS
Underground Utility Locate
Prior to drilling activities, an underground utility locate was conducted in the vicinity of each proposed boring
locations to identify subsurface utilities and/or potential underground physical hazards. The underground
utility check consisted of contacting a local utility alert service (1-call) and hiring a private utility locating
service. Proposed (and final) boring locations were located using GIS enabled ipads with a reported vertical
and horizontal accuracy of ± 5 to 10 feet depending on satellite signal strength and geographic location.
Soil Sampling
Environmental exploration was completed using track-mounted direct-push drilling equipment operated by
Cascade Drilling of Woodinville, Washington. Continuous soil cores were obtained from the direct-push
borings using 2 ¼-inch diameter, 4-foot-long stainless-steel sampler rods driven with a pneumatic hammer.
Soil samples were collected in clean, plastic 1.5-inch-diameter disposable liners. The liners were placed
inside the sampling rod and then hydraulically driven or pushed into the soil at the selected sampling depth.
The borings extended to depths ranging between 10 and 25 feet bgs.
A representative from our staff observed and classified the soil encountered during explorations. Soil in the
explorations was visually classified in general accordance with ASTM International (ASTM) D 2488-94. The
exploration logs are presented in Figures A-2 through A-14. A portion of each sample was placed in
laboratory-prepared sample jars for possible chemical analysis. The remaining portion of each sample was
used for field screening.
Selected samples from the borings were submitted for chemical analysis based on the sample location
relative to potential sources of contamination. The soil samples were placed in a cooler with ice for transport
to Onsite Environmental in Redmond, Washington. Standard chain-of-custody procedures were followed in
transporting the soil samples to the laboratory.
Drill cuttings and decontamination/purge water generated during drilling activities were stored at the Site
in 25- or 55-gallon drums.
Sample Identification Scheme
Each soil sample obtained during the investigation was identified by a unique sample designation. The
sample designation was documented in the field report and exploration log, and included on the sample
container label and laboratory chain-of-custody. The soil sample designation scheme is as follows:
■ Boring number GEI-1 etc., followed by the depth range from which the soil sample was collected, to the
nearest 0.25- or 0.5-foot. For example, GEI-1-3.5-4 is from boring number GEI-1, and sampled from a
depth of 3.5 to 4.0 feet bgs.
Groundwater Sample Collection and Handling
Grab groundwater samples were obtained from borings using a temporary well point and screen, and a
peristaltic pump with dedicated Teflon tubing at low-flow sampling rates. The groundwater was pumped at
approximately 0.5 liter per minute until the water purged clear, after which samples were collected at a
January 12, 2018| Page A-2 File No. 0180-349-00
flow rate of approximately 0.5 liter per minute (low-flow). Purging generated wastewater which was
drummed and temporarily stored on the property pending off-site disposal.
The groundwater samples were transferred directly from the tubing outlet to laboratory-prepared sample
containers. New nitrile gloves were worn when collecting the groundwater sample. The sample containers
were filled completely and placed in a cooler with ice pending transport to the analytical laboratory. Sample
labels were completed and chain-of-custody procedures were followed in transporting the sample to the
laboratory.
Field Screening of Soil Samples
Soil samples obtained from the borings were screened in the field for evidence of contamination using:
(1) visual examination; (2) sheen screening and (3) vapor headspace screening with a photoionization
detector (PID). The results of headspace and sheen screening are included in the boring logs and in Table 1
for soil samples tested by chemical analysis.
Visual screening consists of inspecting the soil for stains indicative of petroleum-related contamination.
Visual screening is generally more effective when contamination is related to heavy petroleum
hydrocarbons, such as motor oil or hydraulic oil, or when hydrocarbon concentrations are high. Sheen
screening and headspace vapor screening are more sensitive methods that have been effective in
detecting contamination at concentrations less than regulatory cleanup guidelines. Sheen screening
involves placing soil in a pan of water and observing the water surface for signs of sheen. Sheen
classifications are as follows:
No Sheen (NS): No visible sheen on water surface.
Slight Sheen (SS): Light, colorless, dull sheen; spread is irregular, not rapid; sheen dissipates
rapidly.
Moderate Sheen (MS): Light to heavy sheen, may have some color/iridescence; spread is irregular
to flowing; few remaining areas of no sheen on water surface.
Heavy Sheen (HS): Heavy sheen with color/iridescence; spread is rapid; entire water surface may
be covered with sheen.
Headspace vapor screening involves placing a soil sample in a plastic sample bag. Air is captured in the
bag and the bag is shaken to expose the soil to the air trapped in the bag. The probe of a PID is inserted in
the bag and the instrument measures the concentration of combustible vapor in the air removed from the
sample headspace. The PID measures concentrations in ppm (parts per million) and is calibrated to
isobutylene. The PID is designed to quantify combustible gas and organic vapor concentrations up to
2,500 ppm. A lower threshold of significance of 1 ppm was used in this application. Field screening results
are Site-specific and vary with soil type, soil moisture content, temperature and type of contaminant.
Boring Backfilling
The borings were backfilled with bentonite and quick-set concrete and restored to match the surrounding
surface in accordance with applicable regulations for borehole abandonment.
Measured groundwater level in exploration,
well, or piezometer
Measured free product in well or piezometer
Distinct contact between soil strata
Approximate contact between soil strata
Contact between geologic units
SYMBOLS TYPICAL
DESCRIPTIONS
GW
GP
SW
SP
SM
FINE
GRAINED
SOILS
SILTS AND
CLAYS
NOTE: Multiple symbols are used to indicate borderline or dual soil classifications
MORE THAN 50%
RETAINED ON
NO. 200 SIEVE
MORE THAN 50%
PASSING
NO. 200 SIEVE
GRAVEL
AND
GRAVELLY
SOILS
SC
LIQUID LIMIT
LESS THAN 50
(APPRECIABLE AMOUNT
OF FINES)
(APPRECIABLE AMOUNT
OF FINES)
COARSE
GRAINED
SOILS
MAJOR DIVISIONS GRAPH LETTER
GM
GC
ML
CL
OL
SILTS AND
CLAYS
SANDS WITH
FINES
SAND
AND
SANDY
SOILS
MH
CH
OH
PT
(LITTLE OR NO FINES)
CLEAN SANDS
GRAVELS WITH
FINES
CLEAN GRAVELS
(LITTLE OR NO FINES)
WELL-GRADED GRAVELS, GRAVEL -SAND MIXTURES
CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES
WELL-GRADED SANDS, GRAVELLYSANDS
POORLY-GRADED SANDS, GRAVELLYSAND
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAYMIXTURES
INORGANIC SILTS, ROCK FLOUR,CLAYEY SILTS WITH SLIGHTPLASTICITY
INORGANIC CLAYS OF LOW TOMEDIUM PLASTICITY, GRAVELLYCLAYS, SANDY CLAYS, SILTY CLAYS,LEAN CLAYS
ORGANIC SILTS AND ORGANIC SILTYCLAYS OF LOW PLASTICITY
INORGANIC SILTS, MICACEOUS ORDIATOMACEOUS SILTY SOILS
INORGANIC CLAYS OF HIGHPLASTICITY
ORGANIC CLAYS AND SILTS OFMEDIUM TO HIGH PLASTICITY
PEAT, HUMUS, SWAMP SOILS WITHHIGH ORGANIC CONTENTSHIGHLY ORGANIC SOILS
SOIL CLASSIFICATION CHART
MORE THAN 50%
OF COARSE
FRACTION RETAINED
ON NO. 4 SIEVE
MORE THAN 50%
OF COARSE
FRACTION PASSING
ON NO. 4 SIEVE
SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES
POORLY-GRADED GRAVELS,GRAVEL - SAND MIXTURES
LIQUID LIMIT GREATER
THAN 50
Continuous Coring
Bulk or grab
Direct-Push
Piston
Shelby tube
Standard Penetration Test (SPT)
2.4-inch I.D. split barrel
Contact between soil of the same geologic
unit
Material Description Contact
Graphic Log Contact
NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.
Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to be
representative of subsurface conditions at other locations or times.
Groundwater Contact
Blowcount is recorded for driven samplers as the number of
blows required to advance sampler 12 inches (or distance noted).
See exploration log for hammer weight and drop.
"P" indicates sampler pushed using the weight of the drill rig.
"WOH" indicates sampler pushed using the weight of the
hammer.
Key to Exploration Logs
Figure A-1
Sampler Symbol Descriptions
ADDITIONAL MATERIAL SYMBOLS
NS
SS
MS
HS
No Visible Sheen
Slight Sheen
Moderate Sheen
Heavy Sheen
Sheen Classification
SYMBOLS
Asphalt Concrete
Cement Concrete
Crushed Rock/
Quarry Spalls
Topsoil
GRAPH LETTER
AC
CC
SOD Sod/Forest Duff
CR
DESCRIPTIONS
TYPICAL
TS
Laboratory / Field Tests
%F
%G
AL
CA
CP
CS
DD
DS
HA
MC
MD
Mohs
OC
PM
PI
PP
SA
TX
UC
VS
Percent fines
Percent gravel
Atterberg limits
Chemical analysis
Laboratory compaction test
Consolidation test
Dry density
Direct shear
Hydrometer analysis
Moisture content
Moisture content and dry density
Mohs hardness scale
Organic content
Permeability or hydraulic conductivity
Plasticity index
Pocket penetrometer
Sieve analysis
Triaxial compression
Unconfined compression
Vane shear
Light brown fine to coarse sand with silt and gravel
(medium dense, moist) (fill)
Light gray silty fine to coarse sand with occasional
gravel (medium dense, moist) (fill)
Brown silt with sand (stiff, moist)
Becomes brown-gray
Brown silty fine to medium sand (medium dense, wet)
GEI-1-3.5-4
Dup-1
CA
GEI-1-17-17.5
CA
48
50
40
12
36
SP-SM
SM
ML
SM Groundwater observed at approximately 17½
feet below ground surface during drilling
NS
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
<1
Notes:
8/16/2017 8/16/2017
20 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303044.175
197002.0726
45
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
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:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
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E
N
V
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O
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N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
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t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
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e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
15
20
El
e
v
a
t
i
o
n
(
f
e
e
t
)
40
35
30
25
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-1
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-2
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Brown fine to coarse sand with silt and gravel (medium
dense, moist)
Brown silty fine to coarse sand (medium dense, moist)
Brown silt with sand (medium stiff, moist)
Becomes trace sand
Brown gray fine to medium sand with silt (medium
dense, moist)
Brown gray fine to medium sand with trace silt (medium
dense, wet)
Gray silt with sand (medium stiff, moist)
GEI-2-3.5-4
CA
GEI-2-15-15.5
48
6
30
52
12
SP-SM
SM
ML
SP
SP
ML
Groundwater observed at approximately 15½
feet below ground surface during drilling
Groundwater samples GEI-2-081617 and DUP-2
collected
NS
NS
NS
NS
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
<1
<1
<1
<1
Notes:
8/16/2017 8/16/2017
21 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303004.67
197004.8094
42
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
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C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
r
y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
15
20
El
e
v
a
t
i
o
n
(
f
e
e
t
)
40
35
30
25
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-2
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-3
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Brown fine to coarse sand with silt and gravel (medium
dense, moist) (fill)
Black fine to coarse sand with silt and gravel (medium
dense, moist) (fill)
Brown fine to coarse sand with silt (medium dense,
moist) (fill)
Brown fine to medium sand with silt (medium dense,
wet) (fill)
Gray fine to medium sand with trace silt (medium
dense, wet) (fill)
Brown silt with sand (medium stiff, wet)
Brown fine to medium sand with silt (medium dense,
wet)
Gray silt with sand (medium stiff, moist)
GEI-3-1-1.5
CA
GEI-3-11.5-12
CA
GEI-3-15-15.5
CA
24
40
40
36
0
SP-SM
SP-SM
SP-SM
SP-SM
SP
ML
SP-SM
ML
Groundwater observed at approximately 15 feet
below ground surface during drilling
Groundwater sample GEI 3-081617 collected
NS
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
<1
Notes:
8/16/2017 8/16/2017
23 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841302956.757
197008.019
43
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
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b
r
a
r
y
/
L
i
b
r
a
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:
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Y
.
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/
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8
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N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
15
20
El
e
v
a
t
i
o
n
(
f
e
e
t
)
40
35
30
25
20
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-3
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-4
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Light brown fine to coarse sand with silt and gravel
(loose, moist) (fill)
Brown silty fine to coarse sand (medium dense, moist)
(fill)
Gray silt with sand (medium stiff, moist) (fill)
Black fine to coarse sand with silt and occasional brick
pieces (medium dense, moist) (fill)
Gray fine to medium sand with silt (medium dense,
moist) (fill)
Gray silt with sand (medium stiff, moist)
GEI-4-2-2.5
CA
GEI-4-10.5-11
CA
36
24
36
1.5
SP-SM
SM
ML
SP-SM
SP-SM
ML
Groundwater observed at approximately 16 feet
below ground surface during drilling
Groundwater sample GEI 4-081617 collected
NS
NS
<1
<1
Notes:
8/16/2017 8/16/2017
20 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841302979.743
197043.5337
40
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
r
y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
15
20
El
e
v
a
t
i
o
n
(
f
e
e
t
)
35
30
25
20
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-4
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-5
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
becomes wet
Light brown fine to coarse sand with silt and gravel
(medium dense, moist) (fill)
Brown silty fine to coarse sand with occasional gravel
(medium dense, moist) (fill)
Gray-brown silty fine to medium sand (medium dense,
moist) (fill)
Gray silt with sand (medium stiff, moist) (fill)
Gray silty fine to medium sand (medium dense, wet)
(fill)
Gray fine to medium sand with silt (medium dense, wet)
(fill)
Brown silt with sand (medium stiff, wet)
GEI-5-1.5-2
CA
GEI-5-12.5-13
CA
26
30
40
36
SP-SM
SM
SM
ML
SM
SP-SM
ML
Groundwater observed at approximately 13 feet
below ground surface during drilling
Groundwater sample GEI-5-031717 collected
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
Notes:
8/17/2017 8/17/2017
20 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841302998.334
197085.6029
38
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
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L
i
b
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:
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7
5
0
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5
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1
_
L
I
B
R
A
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Y
.
G
L
B
/
G
E
I
8
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E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
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d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
15
20
El
e
v
a
t
i
o
n
(
f
e
e
t
)
35
30
25
20
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-5
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-6
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Light brown fine to coarse sand with silt (medium
dense, moist) (fill)
Brown fine to coarse sand with silt (medium dense,
moist) (fill)
Brown to gray silty fine to coarse sand (medium dense,
moist) (fill)
Gray silt with sand (medium stiff, moist) (fill)
Gray fine to medium sand with silt (medium dense, wet)
(fill)
Peat
Gray fine to medium sand with silt (medium dense, wet)
GEI-6-1.5-2
CA
GEI-6-6-6.5
CA
30
30
40
SP-SM
SP-SM
SM
ML
SP-SM
Peat
SP-SM
Groundwater observed at approximately 6 feet
below ground surface during drilling
Groundwater sample GEI-6-081717 collected
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
Notes:
8/17/2017 8/17/2017
15 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303049.843
197165.5967
35
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
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y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
15
El
e
v
a
t
i
o
n
(
f
e
e
t
)
30
25
20
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-6
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-7
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Light brown fine to coarse sand with silt (medium
dense, moist) (fill)
Brown silty fine to coarse sand (medium dense, moist)
(fill)
Grades to gray
Gray fine to medium sand with silt (medium dense,
moist) (fill)
GEI-7-2-2.5
CA
GEI-7-5.5-6
CA
36
36
SP-SM
SM
SP-SM Groundwater observed at approximately 6 feet
below ground surface during drilling
NS
NS
<1
<1
Notes:
8/17/2017 8/17/2017
10 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303091.538
197226.1627
33
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
r
y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
El
e
v
a
t
i
o
n
(
f
e
e
t
)
30
25
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-7
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-8
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Light brown fine to coarse sand with silt and gravel
(medium dense, moist) (fill)
Shades to brown
Gray silt with sand (medium stiff, wet)
Gray fine to medium sand with silt (medium dense, wet)
Gray silty fine to medium sand (medium dense, wet)
Gray silt with sand (medium stiff, wet)
Gray silty fine to medium sand (medium dense, wet)
GEI-8-0-0.5
CA
GEI-8-6.25-6.75
CA
SP-SM
ML
SP-SM
SM
ML
SM
Groundwater observed at approximately 6½ feet
below ground surface during drilling
NS
NS
NS
<1
<1
<1
Notes:
8/17/2017 8/17/2017
10 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303204.729
197414.8634
31
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
r
y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
El
e
v
a
t
i
o
n
(
f
e
e
t
)
30
25
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-8
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-9
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Light brown fine to coarse sand with silt and gravel
(medium dense, moist) (fill)
Brown-gray silt with sand (medium stiff, moist)
Brown-gray fine to medium sand with silt (medium
dense, wet)
GEI-9-2.5-3
CA
GEI-9-5.5-6
CA
36
40
SP-SM
ML
SP-SM Groundwater observed at approximately 6 feet
below ground surface during drilling
NS
NS
NS
<1
<1
<1
Notes:
8/17/2017 8/17/2017
10 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303319.461
197612.1197
31
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
r
y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
e
c
t
e
d
S
a
m
p
l
e
De
p
t
h
(
f
e
e
t
)
0
5
10
El
e
v
a
t
i
o
n
(
f
e
e
t
)
30
25
Gr
a
p
h
i
c
L
o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-9
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-10
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Light brown fine to coarse sand with silt and gravel
(medium dense, moist) (fill)
Brown silty fine to medium sand (medium dense, moist)
Brown-gray silt with trace sand (medium stiff, moist)
Gray fine to medium sand with silt (medium dense, wet)
Gray-brown silt with sand (medium stiff, wet)
Peat with wood debris
Brown silt with trace sand (medium stiff, wet)
GEI-10-2.5-3
CA
GEI-10-5.5-6
CA
36
42
30
SP-SM
SM
ML
SP-SM
ML
Peat
ML
Groundwater observed at approximately 5½ feet
below ground surface during drilling
Groundwater sample GEI-10-081717 collected
NS
NS
NS
NS
<1
<1
<1
<1
Notes:
8/17/2017 8/17/2017
15 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841303408.982
197763.8651
31
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
t
h
:
\
\
G
E
O
E
N
G
I
N
E
E
R
S
.
C
O
M
\
W
A
N
\
P
R
O
J
E
C
T
S
\
0
\
0
1
8
0
3
4
9
\
G
I
N
T
\
0
1
8
0
3
4
9
0
0
.
G
P
J
D
B
L
i
b
r
a
r
y
/
L
i
b
r
a
r
y
:
3
2
7
5
0
0
5
0
1
_
L
I
B
R
A
R
Y
.
G
L
B
/
G
E
I
8
_
E
N
V
I
R
O
N
M
E
N
T
A
L
_
S
T
A
N
D
A
R
D
_
N
O
_
G
W
FIELD DATA
MATERIAL
DESCRIPTION
Sa
m
p
l
e
N
a
m
e
Te
s
t
i
n
g
Re
c
o
v
e
r
e
d
(
i
n
)
In
t
e
r
v
a
l
Bl
o
w
s
/
f
o
o
t
Co
l
l
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Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-10
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-11
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Brown gravel with fine to coarse sand (medium dense,
moist) (fill)
Brown fine to coarse sand with gravel medium dense,
moist) (fill)
Brown-gray fine to coarse sand with silt (medium
dense, moist) (fill)
Brown-gray silty fine to medium sand with occasional
gravel (medium dense, moist) (fill)
Peat
Gray fine to medium silty sand (medium dense, wet to
moist)
Gray silt with sand (medium stiff, wet)
Gray silty fine to medium sand (medium dense, wet)
Peat
Gray fine to coarse sand with trace silt (medium dense,
wet)
GEI-11-5.5-6
CA
GEI-11-15.5-16
CA
60
34
52
60
GP
SP
SP-SM
SM
PEAT
SM
ML
SM
PEAT
SP
Air knife to 5 feet
Groundwater observed at approximately 18 feet
below ground surface during drilling
Groundwater sample GEI-11-090817 collected
NS
NS
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
<1
<1
Notes:
9/8/2017 9/8/2017
25 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841302936.454
196930.6703
43
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
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:
9
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MATERIAL
DESCRIPTION
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c
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i
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Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-11
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-12
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Brown gravel with fine to coarse sand (medium dense,
moist)(fill)
Brown fine to coarse sand with gravel (medium dense,moist) (fill)
Gray fine to coarse sand with silt and occasional gravel(medium dense, moist) (fill)
Gray silt with trace sand (medium stiff, moist)
Gray fine to coarse sand with silt
(medium dense, moist)
Brown-gray silt with sand (medium stiff, moist)
Gray fine to medium sand with silt (medium dense, wet)
GEI-13-5-5.5
CA
GEI-13-17.5-18
CA
60
56
48
GP
SP
SP-SM
ML
SP-SM
ML
SP-SM
Air knife to 5 feet
Groundwater observed at approximately 17½
feet below ground surface during drilling
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
Notes:
9/8/2017 9/8/2017
20 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841302904.094
196903.4455
42
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
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:
\
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MATERIAL
DESCRIPTION
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5
10
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20
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(
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40
35
30
25
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u
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Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-12
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-13
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
Brown fine to coarse gravel with sand (medium dense,
moist)(fill)
Brown fine to coarse sand with gravel (medium dense,
moist)(fill)
Brown-gray silty fine to coarse sand (medium dense,
moist)(fill)
Brown fine to coarse sand with silt and occasional
gravel (medium dense, moist)(fill)
Brown-gray silty fine to medium sand (medium dense,
moist)(fill)
Gray fine to medium sand with trace silt (mediumdense, moist)(fill)
Gray silty fine to medium sand (medium dense,
moist)
Gray fine to medium sand with trace silt (medium
dense, moist)
Gray silty fine to medium sand (medium dense, moist)
Gray fine to medium sand with trace silt (medium
dense, wet)
Brown silt with sand (medium stiff, wet)
GEI-13-5-5.5
CA
GEI-13-15-15.5
CA
36
56
60
GP
SP
SM
SP-SM
SM
SP
SM
SP
SM
SP
ML
Air knife to 5 feet
Groundwater observed at approximately 15 feet
below ground surface during drilling
Groundwater sample GEI-13-090817 collected
NS
NS
NS
NS
NS
NS
<1
<1
<1
<1
<1
<1
Notes:
9/8/2017 9/8/2017
20 CMD
SJB Cascade Drilling Direct Push
Geoprobe 6600Drilling
EquipmentPneumatic
WGS841302880.277
196879.851
41
NAVD88
Easting (X)
Northing (Y)
Surface Elevation (ft)
Vertical Datum
Drilled
Start End Total
Depth (ft)
Logged By
Checked By
Hammer
Data
System
Datum
Driller Drilling
Method
See "Remarks" section for groundwater observed
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on , Vertical approximated based on
Da
t
e
:
9
/
2
9
/
1
7
P
a
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h
:
\
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DESCRIPTION
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m
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(
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)
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t
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a
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p
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e
De
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(
f
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)
0
5
10
15
20
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v
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(
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t
)
40
35
30
25
Gr
a
p
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o
g
Gr
o
u
p
Cl
a
s
s
i
f
i
c
a
t
i
o
n
Sheet 1 of 1Project Number:
Project Location:
Project:
Renton, Washington
0180-349-00
Log of Boring GEI-13
I-405 Renton to Bellevue Express Toll Lanes Hazardous Materials Investigation
Figure A-14
REMARKS
Sh
e
e
n
He
a
d
s
p
a
c
e
Va
p
o
r
(
p
p
m
)
APPENDIX B
Laboratory Analytical Reports and
Comprehensive Data Tables
January 12, 2018 | Page B-1
File No. 0180-349-00
APPENDIX B
CHEMICAL ANALYTICAL DATA
Analytical Methods
Chain-of-custody procedures were followed during the transport of the soil and groundwater samples to the
analytical laboratory. The samples were held in cold storage pending extraction and/or analysis.
The analytical results, analytical methods reference and laboratory quality control (QC) records are included
in this appendix. The analytical results are also summarized in the text and tables of this report.
Analytical Data Review
The laboratory maintains an internal quality assurance program as documented in its laboratory quality
assurance manual. The laboratory uses a combination of blanks, surrogate recoveries, duplicates, matrix
spike recoveries, matrix spike duplicate recoveries, blank spike recoveries and blank spike duplicate
recoveries to evaluate the validity of the analytical results. The laboratory also uses data quality goals for
individual chemicals or groups of chemicals based on the long-term performance of the test methods. The
data quality goals were included in the laboratory reports. The laboratory compared each group of samples
with the existing data quality goals and noted any exceptions in the laboratory report. Data quality
exceptions documented by the accredited laboratory were reviewed by GeoEngineers and are addressed
in the Data Validation Report included as part of this appendix.
Analytical Data Review Summary
It is our opinion that the laboratory data is of acceptable quality for the intended use in this report. Please
refer to the Data Validation Report for a detailed review of the analytical data.
Data Validation Report
8410 154th Avenue NE, Redmond, Washington 98052, Telephone: 425.861.6086, Fax: 425.861.6050 www.geoengineers.com
Project: WSDOT – I-405 Renton to Bellevue Express Toll Lanes
August and September 2017 Samples
GEI File No: 00180-349-00
Date: September 28, 2017
This report documents the results of a United States Environmental Protection Agency (USEPA)-defined
Stage 2A data validation (USEPA Document 540-R-08-005; USEPA, 2009) of analytical data from the
analyses of soil and groundwater samples collected as part of the August and September 2017 sampling
events, and the associated laboratory and field quality control (QC) samples. The samples were obtained
from (or near) Sites A and B of the Interstate 405 (I-405) Renton to Bellevue Express Toll Lanes project
located in Renton, Washington.
OBJECTIVE AND QUALITY CONTROL ELEMENTS
GeoEngineers, Inc. (GeoEngineers) completed the data validation consistent with the USEPA Contract
Laboratory Program National Functional Guidelines for Superfun d Organic Methods Data Review
(USEPA, 2016a) and Inorganic Superfund Data Review (USEPA, 2016b) (National Functional Guidelines)
to determine if the laboratory analytical results meet the project objectives and are usable for their
intended purpose. Data usability was assessed by determining if:
■ The samples were analyzed using well-defined and acceptable methods that provide reporting limits
below applicable regulatory criteria;
■ The precision and accuracy of the data are well-defined and sufficient to provide defensible data; and
■ The quality assurance/quality control (QA/QC) procedures utilized by the laboratory meet acceptable
industry practices and standards.
In accordance with the Phase II Environmental Site Assessment Quality Assurance Project Plan (QAPP),
(GeoEngineers, 2017), the data validation included review of the following QC elements:
■ Data Package Completeness
■ Chain-of-Custody Documentation
■ Holding Times and Sample Preservation
■ Surrogate Recoveries
■ Method and Trip Blanks
■ Matrix Spikes/Matrix Spike Duplicates
■ Laboratory Control Samples/Laboratory Control Sample Duplicates
■ Laboratory/Field Duplicates
■ Miscellaneous
Page 2
File No. 00180-349-00
VALIDATED SAMPLE DELIVERY GROUPS
This data validation included review of the sample delivery groups (SDGs) listed below in Table 1.
TABLE 1: SUMMARY OF VALIDATED SAMPLE DELIVERY GROUPS
Laboratory SDG Samples Validated
1708-237
GEI-1-3.5-4, Dup-1, GEI-1-17-17.5, GEI-2-3.5-4, GEI-2-15-15.5, GEI-3-1-1.5, GEI-3-
11.5-12, GEI-3-15-15.5, GEI-4-2-2.5, GEI-4-10.5-11, GEI-5-1.5-2, GEI-5-12.5-13,
GEI-6-1.5-2, GEI-6-6-6.5, GEI-7-2-2.5, GEI-7-5.5-6, GEI-8-0-0.5, GEI-8-6.25-6.75,
GEI-9-2.5-3, GEI-9-5.5-6, GEI-10-2.5-3, GEI-10-5.5-6
1708-238 GEI-2-081617, Dup-2, GEI-3-081617, GEI-4-081617, GEI-5-081717,
GEI-6-081717, GEI-10-081717, Trip Blank
1709-088 GEI-11-5.5-6, GEI-11-15.5-16, GEI-11-090817, GEI-12-5-5.5, GEI-12-17.5-18, GEI-
13-5-5.5, GEI-13-15-15.5, GEI-13-090817
CHEMICAL ANALYSIS PERFORMED
OnSite Environmental, Inc. (OnSite), located in Redmond, Washington, performed laboratory analysis on
the soil and groundwater samples using one or more of the following methods:
■ Petroleum Hydrocarbons (NWTPH-Dx) by Method NWTPH-Dx;
■ Gasoline-range Hydrocarbons (NWTPH-Gx) by Method NWTPH-Gx;
■ Volatile Organic Compounds (VOCs) by Method SW8260C;
■ Semi-volatile Organic Compounds (SVOCs) by Method SW8270D;
■ Polycyclic Aromatic Hydrocarbons (PAHs) by Method SW8270D-SIM;
■ Polychlorinated Biphenyls (PCBs) by Method SW8082A;
■ Total Metals in soil by Methods SW6010C/SW7471B; and
■ Total and Dissolved Metals in water by Methods EPA200.8/SW7470A
DATA VALIDATION SUMMARY
The results for each of the QC elements are summarized below.
Data Package Completeness
OnSite provided the required deliverables for the data validation according to the National Functional
Guidelines. The laboratory followed adequate corrective action processes and the identified anomalies
were discussed in the relevant laboratory case narrative.
Chain-of-Custody Documentation
Chain-of-custody (COC) forms were provided with the laboratory analytical reports. The COCs were
accurate and complete when submitted to the laboratory, with the following exceptions:
Page 3
File No. 00180-349-00
SDG 1709-088: The laboratory noted that no sample depths were listed on the COC for Samples
GEI-11-5.5-6, GEI-11-15.5-16, GEI-12-5-5.5, GEI-12-17.5-18, GEI-13-5-5.5, and GEI-13-15-15.5. The
sample depths were provided by GeoEngineers and added to the COC by the laboratory.
The laboratory noted that for Sample GEI-13-15-15.5 the sample ID listed on the sample vial label was
GEI-13-090817 for one sample vial. The laboratory logged the sample vial as Sample GEI-13-15-15.5.
The laboratory noted that the field blank sample listed on the COC was received empty. The requested
analysis listed on the COC was canceled for this sample.
Holding Times and Sample Preservation
The sample holding time is defined as the time that elapses between sample collection and sample
analysis. Maximum holding time criteria exist for each analysis to help ensure that the analyte
concentrations found at the time of analysis reflect the concentration present at the time of sample
collection. Established holding times were met for each analysis. The sample coolers arrived at the
laboratory within the appropriate temperatures of between two and six degrees Celsius.
Surrogate Recoveries
A surrogate compound is a compound that is chemically similar to the organic analytes of interest, but
unlikely to be found in an environmental sample. Surrogates are used for organic analyses and are added
to the samples, standards, and blanks to serve as an accuracy and specificity check of each analysis. The
surrogates are added to the samples at a known concentration and percent recoveries are calculated
following analysis. The surrogate percent recoveries for field samples were within the laboratory control
limits, with the following exceptions:
SDG 1708-237: (NWTPH-Dx) The percent recoveries for surrogate o-Terphenyl were not recoverable in
Samples GEI-3-11.5-12 and GEI-4-10.5-11, because of sample dilution (50X and 10X, respectively). The
surrogates are added to the sample when it is extracted. If the sample is diluted 10X or more, recovery of
the surrogates is often not possible because it is also diluted below the linear calibration range of the
instrument. No action was required for these outliers.
Method and Trip Blanks
Method Blanks
Method blanks are analyzed to ensure that laboratory procedures and reagents do not introduce
measurable concentrations of the analytes of interest. A method blank was analyzed with each batch of
samples, at a frequency of 1 per 20 samples. For each sample batch, method blanks for the applicable
methods were analyzed at the required frequency. None of the analytes of interest were detected in the
method blanks.
Trip Blanks
Trip blanks are analyzed to provide an indication as to whether volatile compounds have
cross-contaminated other like samples within the transportation process to the laboratory. None of the
analytes of interest were detected in the trip blank.
Page 4
File No. 00180-349-00
Matrix Spikes/Matrix Spike Duplicates
Since the actual analyte concentration in an environmental sample is not known, the accuracy of a
particular analysis is usually inferred by performing a matrix spike (MS) analysis on one sample from the
associated batch, known as the parent sample. One aliquot of the sample is analyzed in the normal
manner and then a second aliquot of the sample is spiked with a known amount of analyte concentration
and analyzed. From these analyses, a percent recovery is calculated. Matrix spike duplicate (MSD)
analyses are generally performed for organic analyses as a precision check and analyzed in the same
sequence as a matrix spike. Using the result values from the MS and MSD, the relative percent difference
(RPD) is calculated. The percent recovery control limits for MS and MSD analyses are specified in the
laboratory documents, as are the RPD control limits for MS/MSD sample sets.
One MS/MSD analysis should be performed for every analytical batch or every 20 field samples,
whichever is more frequent. The frequency requirements were met for each analysis and the percent
recovery and RPD values were within the proper control limits, with the following exception:
SDG 1708-238: (SVOCs/PAHs) The laboratory performed an MS/MSD sample set with QC outliers;
however, it was performed on a sample from a different SDG and is not associated with GeoEngineers’
collected field samples; therefore, no action was required.
Laboratory Control Samples/Laboratory Control Sample Duplicates
A laboratory control sample (LCS) is a blank sample that is spiked with a known amount of analyte and
then analyzed. An LCS is similar to an MS, but without the possibility of matrix interference. Given that
matrix interference is not an issue, the LCS/LCSD control limits for accuracy and precision are usually
more rigorous than for MS/MSD analyses. Additionally, data qualification based on LCS/LCSD analyses
would apply to all samples in the associated batch, instead of just the parent sample. The percent
recovery control limits for LCS and LCSD analyses are specified in the laboratory documents, as are the
RPD control limits for LCS/LCSD sample sets.
One LCS/LCSD analysis should be performed for every analytical batch or every 20 field samples,
whichever is more frequent. The frequency requirements were met for each analysis and the percent
recovery and RPD values were within the proper control limits.
Laboratory Duplicates
Internal laboratory duplicate analyses are performed to monitor the precision of the analyses. Two
separate aliquots of a sample are analyzed as distinct samples in the laboratory and the RPD between
the two results is calculated. Duplicate analyses should be performed once per analytical batch. If one or
more of the samples used has a concentration less than five times the reporting limit for that sample, the
absolute difference is used instead of the RPD. The RPD control limits are specified in the laboratory
documents. Laboratory duplicates were analyzed at the proper frequency and the specified acceptance
criteria were met.
Field Duplicates
In order to assess precision, a field duplicate sample was collected and analyzed along with the reviewed
sample batches. The duplicate sample was analyzed for the same parameters as the associated parent
sample. Precision is determined by calculating the RPD of sample concentrations between each pair of
Page 5
File No. 00180-349-00
samples. If one or more of the sample analytes has a concentration less than five times the reporting
limit for that sample, then the absolute difference is used instead of the RPD. The RPD control limit for
water samples is 35 percent. The RPD control limit for sediment samples is 50 percent.
SDG 1708-237: One field duplicate sample pair, GEI-1-3.5-4 and Dup-1, was submitted with this SDG.
The precision criteria for the target analytes were met for this sample pair.
SDG 1708-238: One field duplicate sample pair, GEI-2-081617 and Dup-2, was submitted with this SDG.
The precision criteria for the target analytes were met for this sample pair, with the exception of
benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, and chrysene. The positive results and
reporting limits for these target analytes were qualified as estimated (J and UJ, accordingly) in these
samples.
Miscellaneous
SDG 1708-237: (NWTPH-Dx) The positive results for diesel-range hydrocarbons in Samples
GEI-4-10.5-11, GEI-5-12.5-13, GEI-6-1.5-2, GEI-8-0-0.5, and GEI-10-2.5-3 may be influenced by the
relative concentration of lube oil-range hydrocarbons in the samples. For this reason, the positive results
for diesel-range hydrocarbons were qualified as estimated (J) in these samples, in order to signify a
potential high bias.
OVERALL ASSESSMENT
As was determined by this data validation, the laboratory followed the specified analytical methods.
Accuracy was acceptable, as demonstrated by the surrogate, LCS/LCSD, and MS/MSD percent recovery
values, with the exceptions noted above. Precision was acceptable, as demonstrated by the LCS/LCSD,
MS/MSD, and laboratory/field duplicate RPD values, with the exceptions noted above.
The data are acceptable for the intended use, with the following qualifications listed below in Table 2.
TABLE 2: SUMMARY OF QUALIFIED SAMPLES
Sample ID Analyte Qualifier Reason
GEI-2-081617
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Chrysene
J
J
J
J
Field Duplicate Precision
Field Duplicate Precision
Field Duplicate Precision
Field Duplicate Precision
Dup-2
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Chrysene
UJ
UJ
UJ
UJ
Field Duplicate Precision
Field Duplicate Precision
Field Duplicate Precision
Field Duplicate Precision
GEI-4-10.5-11 Diesel-range hydrocarbons J See Miscellaneous
GEI-5-12.5-13 Diesel-range hydrocarbons J See Miscellaneous
GEI-6-1.5-2 Diesel-range hydrocarbons J See Miscellaneous
GEI-8-0-0.5 Diesel-range hydrocarbons J See Miscellaneous
GEI-10-2.5-3 Diesel-range hydrocarbons J See Miscellaneous
Page 6
File No. 00180-349-00
REFERENCES
U.S. Environmental Protection Agency (USEPA). “Guidance for Labeling Externally Validated Laboratory
Analytical Data for Superfund Use,” EPA-540-R-08-005. January 2009.
U.S. Environmental Protection Agency (USEPA), (2016a). “Contract Laboratory Program National
Functional Guidelines for Superfund Organic Methods Data Review,” EPA-540-R-2016-002.
September 2016.
U.S. Environmental Protection Agency (USEPA), (2016b). “Contract Laboratory Program National
Functional Guidelines for Inorganic Superfund Methods Data Review,” EPA-540-R-2016-001.
September 2016.
GeoEngineers, Inc. “Phase II Environmental Site Assessment Quality Assurance Project Plan, I-405
Renton to Bellevue Express Toll Lanes Project, Sites A and B,” prepared for Washington State
Department of Transportation. August 11, 2017.
.
WSDOT - I405 Bellevue to Renton, Soil Data
(Validated)
GEI-1-3.5-4 DUP-1 GEI-1-17-17.5 GEI-2-3.5-4 GEI-2-15-15.5 GEI-3-1-1.5 GEI-3-11.5-12 GEI-3-15-15.5 GEI-4-2-2.5 GEI-4-10.5-11 GEI-5-1.5-2 GEI-5-12.5-13 GEI-6-1.5-2 GEI-6-6-6.5 GEI-7-2-2.5 GEI-7-5.5-6 GEI-8-0-0.5 GEI-8-6.25-6.75 GEI-9-2.5-3 GEI-9-5.5-6 GEI-10-2.5-3 GEI-10-5.5-6 GEI-11-5.5-6 GEI-11-15.5-16 GEI-12-5-5.5 GEI-12-17.5-18 GEI-13-5-5.5 GEI-13-15-15.5
8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017
N FD N N N N N N N N N N N N N N N N N N N N N N N N N N
3.5 3.5 17 3.5 15 1 11.5 15 2 10.5 1.5 12.5 1.5 6 2 5.5 0 6.25 2.5 5.5 2.5 5.5 5.5 15.5 5 17.5 5 15
4 4 17.5 4 15.5 1.5 12 15.5 2.5 11 2 13 2 6.5 2.5 6 0.5 6.75 3 6 3 6 6 16 5.5 18 5.5 15.5
ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft
Method Analyte Units
NWTPH-GX Gasoline-range hydrocarbons mg/Kg 7.2 U 6.8 U 8.2 U 6.1 U 8.6 U 5.8 U 11 U 8.8 U 5.9 U 7.4 U 5.5 U 9.1 U 7.2 U 8.9 U 9.0 U 7.0 U 7.0 U 7.1 U 9.7 U 7.5 U 7.6 U 8.8 U 7.2 U 7.2 U 7.5 U 5.5 U 6.8 U 6.3 U
Diesel-range hydrocarbons mg/Kg 27 U 27 U 32 U 26 U 34 U 26 U 1300 U 34 U 26 U 1,100 J 26 U 39 J 37 J 32 U 39 30 U 54 J 33 U 30 U 31 U 31 J 32 U 29 U 31 U 29 U 28 U 29 U 31 U
Lube Oil-range Hydrocarbons mg/Kg 54 U 54 U 64 U 53 U 69 U 53 U 18,000 89 52 U 4,600 52 U 110 220 64 U 65 U 61 U 300 65 U 59 U 63 U 74 65 U 63 62 U 59 U 55 U 87 61 U
Arsenic mg/Kg 11 U 11 U 13 U 11 U 14 U 11 U 10 U 14 U 10 U 11 U 10 U 14 U 12 U 13 U 13 U 12 U 10 U 13 U 12 U 13 U 15 13 U 11 U 12 U 12 U 11 U 12 U 12 U
Cadmium mg/Kg 0.54 U 0.54 U 0.64 U 0.53 U 0.69 U 0.53 U 0.52 U 0.68 U 0.52 U 0.55 U 0.52 U 0.68 U 0.59 U 0.64 U 0.65 U 0.61 U 0.51 U 0.65 U 0.59 U 0.63 U 0.57 U 0.64 U 0.57 U 0.62 U 0.59 U 0.55 U 0.59 U 0.61 U
Chromium mg/Kg 43 46 47 23 49 24 20 42 23 22 23 50 40 44 42 39 23 42 41 38 47 38 43 31 43 29 47 29
Copper mg/Kg 21 22 19 23 22 24 16 17 23 34 21 22 17 18 27 16 21 15 22 15 30 13 22 11 20 8.6 28 11
Lead mg/Kg 5.4 U 5.4 U 6.4 U 5.3 U 6.9 U 5.3 U 5.4 6.8 U 5.2 U 13 5.2 U 6.8 U 5.9 U 6.4 U 14 6.1 U 19 6.5 U 5.9 U 6.3 U 23 6.4 U 5.7 U 6.2 U 5.9 U 5.5 U 5.9 U 6.1 U
Mercury mg/Kg 0.27 U 0.27 U 0.32 U 0.26 U 0.34 U 0.26 U 0.26 U 0.34 U 0.26 U 0.27 U 0.26 U 0.34 U 0.29 U 0.32 U 0.33 U 0.30 U 0.26 U 0.33 U 0.29 U 0.31 U 0.28 U 0.32 U 0.29 U 0.31 U 0.29 U 0.27 U 0.29 U 0.31 U
PCB-Aroclor 1016 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
PCB-Aroclor 1221 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
PCB-Aroclor 1232 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
PCB-Aroclor 1242 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
PCB-Aroclor 1248 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
PCB-Aroclor 1254 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
PCB-Aroclor 1260 mg/Kg 0.054 U 0.054 U 0.064 U 0.053 U 0.069 U 0.053 U 0.052 U 0.068 U 0.052 U 0.055 U 0.052 U 0.068 U 0.059 U 0.064 U 0.065 U 0.061 U 0.051 U 0.065 U 0.059 U 0.063 U 0.057 U 0.064 U 0.057 U 0.062 U 0.059 U 0.055 U 0.059 U 0.061 U
1,1,1,2-Tetrachloroethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,1,1-Trichloroethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,1,2,2-Tetrachloroethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,1,2-Trichloroethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,1-Dichloroethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,1-Dichloroethene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,1-Dichloropropene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2,3-Trichlorobenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2,3-Trichloropropane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2,4-Trichlorobenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2,4-Trimethylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2-Dibromo-3-Chloropropane mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.28 U 0.0070 U 0.0059 U 0.29 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
1,2-Dibromoethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2-Dichlorobenzene (o-Dichlorobenzene)mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2-Dichloroethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,2-Dichloropropane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,3,5-Trimethylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,3-Dichlorobenzene (m-Dichlorobenzene)mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,3-Dichloropropane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
1,4-Dichlorobenzene (p-Dichlorobenzene)mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
2,2-Dichloropropane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
2-Butanone (MEK)mg/Kg 0.0081 U 0.0059 U 0.038 0.0066 U 0.012 0.0063 U 0.0091 U 0.025 0.0059 U 0.011 0.0069 U 0.013 0.0061 U 0.011 0.033 0.016 0.0065 U 0.0081 0.011 U 0.0090 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
2-Chloroethyl vinyl ether mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.010 U 0.0073 U 0.0097 U 0.0084 U 0.0077 U 0.0079 U
2-Chlorotoluene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
2-Hexanone mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
4-Chlorotoluene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
4-Methyl-2-Pentanone (Methyl isobutyl ketone)mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
Acetone mg/Kg 0.016 U 0.012 U 0.17 0.013 U 0.059 0.013 U 0.045 0.12 0.012 U 0.081 0.014 U 0.063 0.012 U 0.062 0.15 0.084 0.013 U 0.034 0.021 U 0.046 0.020 0.020 0.028 0.041 0.013 0.020 0.0058 U 0.042
Benzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Bromobenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Bromochloromethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Bromodichloromethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Bromoform (Tribromomethane)mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
Bromomethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Carbon Disulfide mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0033 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0027 U 0.0019 U 0.0025 U 0.0021 U 0.0020 U 0.0029
Carbon Tetrachloride mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Chlorobenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Chloroethane mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
Chloroform mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Chloromethane mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
cis-1,2-Dichloroethene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
cis-1,3-Dichloropropene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Dibromochloromethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Dibromomethane mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Dichlorodifluoromethane (CFC-12)mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Ethylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Hexachlorobutadiene mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.28 U 0.0070 U 0.0059 U 0.29 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
Isopropylbenzene (Cumene)mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Methyl Iodide (Iodomethane)mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.010 U 0.0070 U 0.0093 U 0.0080 U 0.0074 U 0.0075 U
Methyl t-butyl ether mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Methylene Chloride mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.010 U 0.0072 U 0.0096 U 0.0083 U 0.0076 U 0.0078 U
Naphthalene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
n-Butylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
n-Propylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
p-Isopropyltoluene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Sec-Butylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Styrene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Tert-Butylbenzene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.056 U 0.0014 U 0.0012 U 0.059 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Tetrachloroethene mg/Kg 0.0032 U 0.0035 0.0030 U 0.0026 U 0.0028 U 0.0025 U 0.0036 U 0.0028 U 0.0024 U 0.0037 U 0.0028 U 0.0023 U 0.0025 U 0.0026 U 0.0038 U 0.0021 U 0.0026 U 0.0026 U 0.0042 U 0.0024 U 0.0021 U 0.0025 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Toluene mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
Trans-1,2-Dichloroethene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Trans-1,3-Dichloropropene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Trichloroethene mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Trichlorofluoromethane (CFC-11)mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Vinyl Acetate mg/Kg 0.0081 U 0.0059 U 0.0075 U 0.0066 U 0.0069 U 0.0063 U 0.0091 U 0.0070 U 0.0059 U 0.0092 U 0.0069 U 0.0058 U 0.0061 U 0.0066 U 0.0096 U 0.0053 U 0.0065 U 0.0064 U 0.011 U 0.0061 U 0.0052 U 0.0061 U 0.0078 U 0.0055 U 0.0073 U 0.0063 U 0.0058 U 0.0059 U
Vinyl Chloride mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Xylene, m-,p-mg/Kg 0.0032 U 0.0024 U 0.0030 U 0.0026 U 0.0028 U 0.0025 U 0.0036 U 0.0028 U 0.0024 U 0.0037 U 0.0028 U 0.0023 U 0.0025 U 0.0026 U 0.0038 U 0.0021 U 0.0026 U 0.0026 U 0.0042 U 0.0024 U 0.0021 U 0.0025 U 0.0031 U 0.0022 U 0.0029 U 0.0025 U 0.0023 U 0.0024 U
Xylene, o-mg/Kg 0.0016 U 0.0012 U 0.0015 U 0.0013 U 0.0014 U 0.0013 U 0.0018 U 0.0014 U 0.0012 U 0.0018 U 0.0014 U 0.0012 U 0.0012 U 0.0013 U 0.0019 U 0.0011 U 0.0013 U 0.0013 U 0.0021 U 0.0012 U 0.0010 U 0.0012 U 0.0016 U 0.0011 U 0.0015 U 0.0013 U 0.0012 U 0.0012 U
Depth Unit
GEI-1 GEI-2 GEI-3 GEI-4Location ID
Sample ID
Sample Date
Sample Type
Start Depth
GEI-6 GEI-7 GEI-8 GEI-9 GEI-10
End Depth
VOCs
GEI-11 GEI-12 GEI-13
NWTPH-DX
Metals
PCBs
GEI-5
Page 1 of 2
GEI-1-3.5-4 DUP-1 GEI-1-17-17.5 GEI-2-3.5-4 GEI-2-15-15.5 GEI-3-1-1.5 GEI-3-11.5-12 GEI-3-15-15.5 GEI-4-2-2.5 GEI-4-10.5-11 GEI-5-1.5-2 GEI-5-12.5-13 GEI-6-1.5-2 GEI-6-6-6.5 GEI-7-2-2.5 GEI-7-5.5-6 GEI-8-0-0.5 GEI-8-6.25-6.75 GEI-9-2.5-3 GEI-9-5.5-6 GEI-10-2.5-3 GEI-10-5.5-6 GEI-11-5.5-6 GEI-11-15.5-16 GEI-12-5-5.5 GEI-12-17.5-18 GEI-13-5-5.5 GEI-13-15-15.5
8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 8/17/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017 9/8/2017
N FD N N N N N N N N N N N N N N N N N N N N N N N N N N
3.5 3.5 17 3.5 15 1 11.5 15 2 10.5 1.5 12.5 1.5 6 2 5.5 0 6.25 2.5 5.5 2.5 5.5 5.5 15.5 5 17.5 5 15
4 4 17.5 4 15.5 1.5 12 15.5 2.5 11 2 13 2 6.5 2.5 6 0.5 6.75 3 6 3 6 6 16 5.5 18 5.5 15.5
ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft
Method Analyte Units
Depth Unit
GEI-1 GEI-2 GEI-3 GEI-4Location ID
Sample ID
Sample Date
Sample Type
Start Depth
GEI-6 GEI-7 GEI-8 GEI-9 GEI-10
End Depth
GEI-11 GEI-12 GEI-13GEI-5
1,2,4-Trichlorobenzene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
1,2-Dichlorobenzene (o-Dichlorobenzene)mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
1,2-Diphenylhydrazine mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
1,3-Dichlorobenzene (m-Dichlorobenzene)mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
1,3-Dinitrobenzene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
1,4-Dichlorobenzene (p-Dichlorobenzene)mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
1,4-Dinitrobenzene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,3,4,6-Tetrachlorophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,3,5,6-Tetrachlorophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,3-Dichloroaniline mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,4,5-Trichlorophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,4,6-Trichlorophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,4-Dichlorophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,4-Dimethylphenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,4-Dinitrophenol mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
2,4-Dinitrotoluene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2,6-Dinitrotoluene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2-Chloronaphthalene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2-Chlorophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2-methylphenol (o-Cresol)mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2-Nitroaniline mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
2-Nitrophenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
3 & 4 Methylphenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
3,3'-Dichlorobenzidine mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
3-Nitroaniline mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
4,6-Dinitro-2-Methylphenol mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
4-Bromophenyl phenyl ether mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
4-Chloro-3-Methylphenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
4-Chloroaniline mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
4-Chlorophenyl-Phenylether mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
4-Nitroaniline mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
4-Nitrophenol (p-Nitrophenol)mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Aniline mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Benzidine mg/Kg 0.36 U 0.36 U 0.43 U 0.35 U 0.46 U 0.35 U 26 U 2.3 U 0.35 U 18 U 0.35 U 0.45 U 0.39 U 0.43 U 0.44 U 0.41 U 0.34 U 0.43 U 0.39 U 0.42 U 0.38 U 0.43 U 0.38 U 0.41 U 0.39 U 0.37 U 0.39 U 0.41 U
Benzyl Alcohol mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Bis(2-Chloroethoxy)Methane mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Bis(2-Chloroethyl)Ether mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Bis(2-chloroisopropyl) ether mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Bis(2-Ethylhexyl) Phthalate mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Bis(2-Ethylhexyl)Ester mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Butyl benzyl Phthalate mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Carbazole mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.062 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Dibenzofuran mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Dibutyl Phthalate mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Diethyl Phthalate mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Dimethyl Phthalate mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Di-N-Octyl Phthalate mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Hexachlorobenzene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Hexachlorobutadiene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Hexachlorocyclopentadiene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Hexachloroethane mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Isophorone mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Nitrobenzene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
N-Nitrosodimethylamine mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
N-Nitrosodi-n-propylamine mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
N-Nitrosodiphenylamine (as diphenylamine)mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
o-Dintrobenzene mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Pentachlorophenol mg/Kg 0.18 U 0.18 U 0.21 U 0.18 U 0.23 U 0.18 U 13 U 1.1 U 0.17 U 9.2 U 0.17 U 0.23 U 0.20 U 0.21 U 0.22 U 0.20 U 0.17 U 0.22 U 0.20 U 0.21 U 0.19 U 0.21 U 0.19 U 0.21 U 0.20 U 0.18 U 0.20 U 0.20 U
Phenol mg/Kg 0.036 U 0.036 U 0.043 U 0.035 U 0.046 U 0.035 U 2.6 U 0.23 U 0.035 U 1.8 U 0.035 U 0.045 U 0.039 U 0.043 U 0.044 U 0.041 U 0.034 U 0.043 U 0.039 U 0.042 U 0.038 U 0.043 U 0.038 U 0.041 U 0.039 U 0.037 U 0.039 U 0.041 U
Pyridine mg/Kg 0.36 U 0.36 U 0.43 U 0.35 U 0.46 U 0.35 U 26 U 2.3 U 0.35 U 18 U 0.35 U 0.45 U 0.39 U 0.43 U 0.44 U 0.41 U 0.34 U 0.43 U 0.39 U 0.42 U 0.38 U 0.43 U 0.38 U 0.41 U 0.39 U 0.37 U 0.39 U 0.41 U
1-Methylnaphthalene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.10 U 0.0097 0.0069 U 0.85 0.013 0.0090 U 0.0084 0.0086 U 0.0087 U 0.0081 U 0.072 0.0087 U 0.0079 U 0.0084 U 0.023 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
2-Methylnaphthalene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.10 U 0.021 0.0069 U 1.9 0.015 0.0090 U 0.011 0.0086 U 0.0087 U 0.0081 U 0.077 0.0087 U 0.0079 U 0.0084 U 0.027 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Acenaphthene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.10 U 0.0091 U 0.0069 U 0.33 0.020 0.0090 U 0.025 0.0086 U 0.0094 0.0081 U 0.12 0.0087 U 0.0079 U 0.0084 U 0.041 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Acenaphthylene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.10 U 0.019 0.0069 U 2.1 0.0070 U 0.0090 U 0.072 0.0086 U 0.0087 U 0.0089 0.040 0.0087 U 0.0079 U 0.0084 U 0.076 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Anthracene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.19 0.040 0.0069 U 5.3 0.030 0.0090 U 0.13 0.0086 U 0.027 0.13 0.21 0.0087 U 0.0079 U 0.0084 U 0.14 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Benzo(a)anthracene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.63 0.13 0.0069 U 2.6 0.076 0.0090 U 0.44 0.0086 U 0.065 0.041 0.59 0.0087 U 0.0079 U 0.0084 U 0.50 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0091 0.0082 U
Benzo(a)pyrene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 1.2 0.20 0.0069 U 5.5 0.098 0.0090 U 0.45 0.0086 U 0.093 0.038 0.80 0.0087 U 0.0079 U 0.0084 U 0.85 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.011 0.0082 U
Benzo(b)fluoranthene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 1.2 0.25 0.0069 U 5.5 0.080 0.0090 U 0.52 0.0086 U 0.11 0.047 0.87 0.0087 U 0.0079 U 0.0084 U 1.1 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.011 0.0082 U
Benzo(g,h,i)perylene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 1.0 0.22 0.0069 U 5.8 0.069 0.0090 U 0.27 0.0086 U 0.087 0.020 0.64 0.0087 U 0.0079 U 0.0084 U 0.69 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0084 0.0082 U
Benzo(j,k)fluoranthene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.26 0.072 0.0069 U 1.5 0.024 0.0090 U 0.21 0.0086 U 0.038 0.016 0.22 0.0087 U 0.0079 U 0.0084 U 0.36 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Chrysene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 1.2 0.17 0.0069 U 3.8 0.10 0.0090 U 0.52 0.0086 U 0.087 0.056 0.79 0.0087 U 0.0079 U 0.0084 U 0.62 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.013 0.0082 U
Dibenzo(a,h)anthracene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.18 0.046 0.0069 U 1.1 0.016 0.0090 U 0.078 0.0086 U 0.018 0.0081 U 0.14 0.0087 U 0.0079 U 0.0084 U 0.16 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Fluoranthene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.78 0.17 0.0069 U 4.6 0.11 0.0090 U 0.87 0.0086 U 0.13 0.073 0.97 0.0087 U 0.0079 U 0.0084 U 0.83 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.012 0.0082 U
Fluorene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.10 U 0.012 0.0069 U 0.58 0.015 0.0090 U 0.041 0.0086 U 0.0099 0.0081 U 0.075 0.0087 U 0.0079 U 0.0084 U 0.037 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Indeno(1,2,3-c,d)pyrene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.82 0.19 0.0069 U 4.6 0.048 0.0090 U 0.27 0.0086 U 0.071 0.021 0.51 0.0087 U 0.0079 U 0.0084 U 0.64 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Naphthalene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.10 U 0.029 0.0069 U 4.9 0.023 0.0090 U 0.021 0.0086 U 0.0087 U 0.0081 U 0.11 0.0087 U 0.0079 U 0.0084 U 0.042 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.0078 U 0.0082 U
Phenanthrene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.0070 U 0.60 0.10 0.0069 U 5.0 0.18 0.0090 U 0.36 0.0086 U 0.089 0.018 1.0 0.0087 U 0.0079 U 0.0084 U 0.29 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.020 0.0082 U
Pyrene mg/Kg 0.0071 U 0.0071 U 0.0086 U 0.0070 U 0.0092 U 0.010 1.4 0.18 0.0069 U 5.5 0.22 0.0090 U 0.84 0.0086 U 0.14 0.069 1.4 0.0087 U 0.0079 U 0.0084 U 1.0 0.0086 U 0.0076 U 0.0083 U 0.0079 U 0.0073 U 0.025 0.0082 U
Total cPAH TEQ (ND=0.5RL)mg/Kg 0.0054 U 0.0054 U 0.0065 U 0.0053 U 0.0069 U 0.0053 U 1.521 0.2705 0.0052 U 7.068 0.1234 0.0068 U 0.607 0.0065 U 0.1241 0.0515 1.0409 0.0066 U 0.006 U 0.0063 U 1.1322 0.0065 U 0.0057 U 0.0063 U 0.006 U 0.0055 U 0.0143 0.0062 U
SVOCs
PAHs
Page 2 of 2
WSDOT - I405 Bellevue to Renton, Groundwater Data
(Validated)
GEI-3 GEI-4 GEI-5 GEI-6 GEI-10 GEI-11 GEI-13
GEI-2-081617 DUP-2 GEI-3-081617 GEI-4-081617 GEI-5-081717 GEI-6-081717 GEI-10-081717 GEI-11-090817 GEI-13-090817
8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/17/2017 8/17/2017 8/17/2017 9/8/2017 9/8/2017
N FD N N N N N N N
Method Analyte Units
NWTPH-GX Gasoline-range hydrocarbons ug/L 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U 100 U
Diesel-range hydrocarbons mg/L 0.26 U 0.26 U 0.27 U 0.26 U 0.26 U 0.27 U 0.27 U 0.29 U 0.27 U
Lube Oil-range Hydrocarbons mg/L 0.42 U 0.42 U 0.43 U 0.41 U 0.42 U 0.43 U 0.44 U 0.47 U 0.43 U
Arsenic ug/L 8.4 8.9 110 9.5 4.5 12 23 24 75
Cadmium ug/L 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U
Chromium ug/L 11 U 11 U 11 U 11 U 21 11 U 200 220 11 U
Copper ug/L 11 U 11 U 11 U 11 U 11 U 11 U 100 110 11 U
Lead ug/L 1.7 1.1 U 1.1 U 1.1 U 2.2 1.1 U 17 23 1.1 U
Mercury ug/L 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U
Arsenic ug/L 3.0 U 3.0 U 8.8 3.0 U 3.0 U 9.0 5.1 4.5 64
Cadmium ug/L 4.0 U 4.0 U 4.0 U 4.0 U 4.0 U 4.0 U 4.0 U 4.0 U 4.0 U
Chromium ug/L 10 U 10 U 10 U 10 U 10 U 10 U 10 U 10 U 10 U
Copper ug/L 10 U 10 U 10 U 10 U 10 U 10 U 10 U 10 U 10 U
Lead ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.3 1.0 U
Mercury ug/L 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U
PCB-Aroclor 1016 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
PCB-Aroclor 1221 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
PCB-Aroclor 1232 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
PCB-Aroclor 1242 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
PCB-Aroclor 1248 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
PCB-Aroclor 1254 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
PCB-Aroclor 1260 ug/L 0.051 U 0.048 U 0.050 U 0.049 U 0.051 U 0.049 U 0.052 U 0.050 U 0.049 U
1,1,1,2-Tetrachloroethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,1,1-Trichloroethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,1,2,2-Tetrachloroethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,1,2-Trichloroethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,1-Dichloroethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,1-Dichloroethene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,1-Dichloropropene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2,3-Trichlorobenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2,3-Trichloropropane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2,4-Trichlorobenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2,4-Trimethylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2-Dibromo-3-Chloropropane ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
1,2-Dibromoethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2-Dichlorobenzene (o-Dichlorobenzene)ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2-Dichloroethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2-Dichloropropane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,3,5-Trimethylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,3-Dichlorobenzene (m-Dichlorobenzene)ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,3-Dichloropropane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,4-Dichlorobenzene (p-Dichlorobenzene)ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
2,2-Dichloropropane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
2-Butanone (MEK)ug/L 7.0 U 7.0 U 7.0 U 7.0 U 7.0 U 7.0 U 7.0 U 5.0 U 5.0 U
2-Chloroethyl vinyl ether ug/L 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.5 U 1.5 U
2-Chlorotoluene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
2-Hexanone ug/L 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.0 U 2.0 U
4-Chlorotoluene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
4-Methyl-2-Pentanone (Methyl isobutyl ketone)ug/L 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.0 U 2.0 U
Acetone ug/L 6.4 U 6.4 U 6.4 U 6.4 U 6.4 U 6.4 U 6.4 U 7.2 5.3
Benzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Bromobenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Bromochloromethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Bromodichloromethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Bromoform (Tribromomethane)ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
Bromomethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Carbon Disulfide ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Carbon Tetrachloride ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Chlorobenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Chloroethane ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
Chloroform ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Chloromethane ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
cis-1,2-Dichloroethene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
cis-1,3-Dichloropropene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Dibromochloromethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Dibromomethane ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Dichlorodifluoromethane (CFC-12)ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Ethylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Hexachlorobutadiene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Isopropylbenzene (Cumene)ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Methyl Iodide (Iodomethane)ug/L 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.3 U 1.3 U
Methyl t-butyl ether ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Methylene Chloride ug/L 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.0 U 1.0 U
Naphthalene ug/L 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.0 U 1.0 U
n-Butylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
n-Propylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
p-Isopropyltoluene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Sec-Butylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Styrene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Sample Date
Sample Type
VOCs
GEI-2
NWTPH-DX
Metals
(Total)
Metals
(Dissolved)
PCBs
Location ID
Sample ID
Page 1 of 2
GEI-3 GEI-4 GEI-5 GEI-6 GEI-10 GEI-11 GEI-13
GEI-2-081617 DUP-2 GEI-3-081617 GEI-4-081617 GEI-5-081717 GEI-6-081717 GEI-10-081717 GEI-11-090817 GEI-13-090817
8/16/2017 8/16/2017 8/16/2017 8/16/2017 8/17/2017 8/17/2017 8/17/2017 9/8/2017 9/8/2017
N FD N N N N N N N
Sample Date
Sample Type
GEI-2Location ID
Sample ID
Tert-Butylbenzene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Tetrachloroethene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Toluene ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
Trans-1,2-Dichloroethene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Trans-1,3-Dichloropropene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Trichloroethene ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Trichlorofluoromethane (CFC-11)ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Vinyl Acetate ug/L 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
Vinyl Chloride ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Xylene, m-,p-ug/L 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U
Xylene, o-ug/L 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
1,2,4-Trichlorobenzene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1,2-Dichlorobenzene (o-Dichlorobenzene)ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1,2-Diphenylhydrazine ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1,3-Dichlorobenzene (m-Dichlorobenzene)ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1,3-Dinitrobenzene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1,4-Dichlorobenzene (p-Dichlorobenzene)ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1,4-Dinitrobenzene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,3,4,6-Tetrachlorophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,3,5,6-Tetrachlorophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,3-Dichloroaniline ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,4,5-Trichlorophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,4,6-Trichlorophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,4-Dichlorophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,4-Dimethylphenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,4-Dinitrophenol ug/L 5.0 U 4.8 U 5.1 U 4.9 U 4.9 U 4.9 U 5.5 U 5.1 U 5.0 U
2,4-Dinitrotoluene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2,6-Dinitrotoluene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2-Chloronaphthalene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2-Chlorophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2-methylphenol (o-Cresol)ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2-Nitroaniline ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
2-Nitrophenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
3 & 4 Methylphenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
3,3'-Dichlorobenzidine ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
3-Nitroaniline ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
4,6-Dinitro-2-Methylphenol ug/L 5.0 U 4.8 U 5.1 U 4.9 U 4.9 U 4.9 U 5.5 U 5.1 U 5.0 U
4-Bromophenyl phenyl ether ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
4-Chloro-3-Methylphenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
4-Chloroaniline ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
4-Chlorophenyl-Phenylether ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
4-Nitroaniline ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
4-Nitrophenol (p-Nitrophenol)ug/L 5.0 U 4.8 U 5.1 U 4.9 U 4.9 U 4.9 U 5.5 U 5.1 U 5.0 U
Aniline ug/L 5.0 U 4.8 U 5.1 U 4.9 U 4.9 U 4.9 U 5.5 U 5.1 U 5.0 U
Benzidine ug/L 5.0 U 4.8 U 5.1 U 4.9 U 4.9 U 4.9 U 5.5 U 5.1 U 5.0 U
Benzyl Alcohol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Bis(2-Chloroethoxy)Methane ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Bis(2-Chloroethyl)Ether ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Bis(2-chloroisopropyl) ether ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Bis(2-Ethylhexyl) Phthalate ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Bis(2-Ethylhexyl)Ester ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Butyl benzyl Phthalate ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Carbazole ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Dibenzofuran ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Dibutyl Phthalate ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Diethyl Phthalate ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Dimethyl Phthalate ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Di-N-Octyl Phthalate ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Hexachlorobenzene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Hexachlorobutadiene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Hexachlorocyclopentadiene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Hexachloroethane ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Isophorone ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Nitrobenzene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
N-Nitrosodimethylamine ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
N-Nitrosodi-n-propylamine ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
N-Nitrosodiphenylamine (as diphenylamine)ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
o-Dintrobenzene ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Pentachlorophenol ug/L 5.0 U 4.8 U 5.1 U 4.9 U 4.9 U 4.9 U 5.5 U 5.1 U 5.0 U
Phenol ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
Pyridine ug/L 0.99 U 0.96 U 1.0 U 0.98 U 0.98 U 0.98 U 1.1 U 1.0 U 1.0 U
1-Methylnaphthalene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
2-Methylnaphthalene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Acenaphthene ug/L 0.13 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.29 0.19
Acenaphthylene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Anthracene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Benzo(a)anthracene ug/L 0.020 J 0.0096 UJ 0.010 U 0.0098 U 0.0098 U 0.0098 U 0.017 0.010 U 0.010 U
Benzo(a)pyrene ug/L 0.024 J 0.0096 UJ 0.010 U 0.017 0.011 0.0098 U 0.017 0.010 U 0.010 U
Benzo(b)fluoranthene ug/L 0.028 J 0.0096 UJ 0.010 U 0.017 0.011 0.0098 U 0.019 0.010 U 0.010 U
Benzo(g,h,i)perylene ug/L 0.016 0.0096 U 0.010 U 0.018 0.0098 U 0.0098 U 0.011 U 0.010 U 0.010 U
Benzo(j,k)fluoranthene ug/L 0.0099 U 0.0096 U 0.010 U 0.0098 U 0.0098 U 0.0098 U 0.011 U 0.010 U 0.010 U
Chrysene ug/L 0.024 J 0.0096 UJ 0.010 U 0.013 0.014 0.0098 U 0.019 0.010 U 0.010 U
Dibenzo(a,h)anthracene ug/L 0.0099 U 0.0096 U 0.010 U 0.0098 U 0.0098 U 0.0098 U 0.011 U 0.010 U 0.010 U
Fluoranthene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Fluorene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Indeno(1,2,3-c,d)pyrene ug/L 0.015 0.0096 U 0.010 U 0.020 0.0098 U 0.0098 U 0.013 0.010 U 0.010 U
Naphthalene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Phenanthrene ug/L 0.14 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.10 U
Pyrene ug/L 0.099 U 0.096 U 0.10 U 0.098 U 0.098 U 0.098 U 0.11 U 0.10 U 0.32
Total cPAH TEQ (ND=0.5RL)ug/L 0.0315 0.0072 U 0.0076 U 0.0223 0.0142 0.0074 U 0.0232 0.0076 U 0.0076 U
VOCs
SVOCs
PAHs
Page 2 of 2
APPENDIX C
Investigation-Derived Waste Manifest
APPENDIX D
Report Limitations and Guidelines for Use
January 12, 2018 | Page D-1 File No. 0180-349-00
APPENDIX D
REPORT LIMITATIONS AND GUIDELINES FOR USE 2
This appendix provides information to help you manage your risks with respect to the use of this report.
Read These Provisions Closely
Some clients, design professionals and contractors may not recognize that the geosciences practices
(geotechnical engineering, geology and environmental science) are far less exact than other engineering
and natural science disciplines. This lack of understanding can create unrealistic expectations that could
lead to disappointments, claims and disputes. GeoEngineers includes these explanatory “limitations”
provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how
these “Report Limitations and Guidelines for Use” apply to your project or site.
Environmental Services Are Performed for Specific Purposes, Persons and Projects
This report has been prepared for the exclusive use of WSDOT and their authorized agents. This report is
not intended for use by others, and the information contained herein is not applicable to other sites.
GeoEngineers structures our services to meet the specific needs of our clients. For example, an
environmental site assessment or remedial action study conducted for a property owner may not fulfill the
needs of a prospective purchaser of the same property. Because each environmental study is unique, each
environmental report is unique, prepared solely for the specific client and project site. No one except
WSDOT should rely on this report without first conferring with GeoEngineers. This report should not be
applied for any purpose or project except the one originally contemplated.
This Environmental Report Is Based on a Unique Set of Project-Specific Factors
This report applies to Sites A and B in the I-405 Renton To Bellevue Express Toll Lanes project.
GeoEngineers considered a number of unique, project-specific factors when establishing the scope of
services for this project and report. Unless GeoEngineers specifically indicates otherwise, do not rely on
this report if it was:
■ not prepared for you,
■ not prepared for your project,
■ not prepared for the specific site explored, or
■ completed before important project changes were made.
If important changes are made after the date of this report, GeoEngineers should be given the opportunity
to review our interpretations and recommendations and provide written modifications or confirmation, as
appropriate.
2 Developed based on material provided by ASFE, The GeoProfessional Association; www.asfe.org.
January 12, 2018 | Page D-2 File No. 0180-349-00
Reliance Conditions for Third Parties
No third party may rely on the product of our services unless GeoEngineers agrees in advance, and in writing
to such reliance. This is to provide our firm with reasonable protection against open-ended liability claims
by third parties with whom there would otherwise be no contractual limits to their actions.
Environmental Regulations Are Always Evolving
Some substances may be present in the site vicinity in quantities or under conditions that may have led, or
may lead, to contamination of the subject site, but are not included in current local, state or federal
regulatory definitions of hazardous substances or do not otherwise present current potential liability.
GeoEngineers cannot be responsible if the standards for appropriate inquiry, or regulatory definitions of
hazardous substance, change or if more stringent environmental standards are developed in the future.
Subsurface Conditions Can Change
This report is based on conditions that existed at the time our site studies were performed. The findings
and conclusions of this report may be affected by the passage of time, by manmade events such as
construction on or adjacent to the site, by new releases of hazardous substances, or by natural events such
as floods, earthquakes and slope instability or groundwater fluctuations. Always contact GeoEngineers
before applying this report to determine if it is still applicable.
Biological Pollutants
GeoEngineers’ Scope of Work specifically excludes the investigation, detection, prevention or assessment
of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations,
recommendations, findings, or conclusions regarding the detecting, assessing, preventing or abating of
Biological Pollutants and no conclusions or inferences should be drawn regarding Biological Pollutants, as
they may relate to this project. The term “Biological Pollutants” includes, but is not limited to, molds, fungi,
spores, bacteria, and viruses, and/or any of their byproducts.
If Client desires these specialized services, they should be obtained from a consultant who offers services
in this specialized field.
Do Not Redraw the Exploration Logs
Environmental scientists prepare final boring and testing logs based upon their interpretation of field logs
and laboratory data. To prevent errors or omissions, the logs included in an environmental report should
never be redrawn for inclusion in other design drawings. Only photographic or electronic reproduction is
acceptable, but recognize that separating logs from the report can elevate risk.
Geotechnical, Geologic and Environmental Reports Should Not Be Interchanged
The equipment, techniques and personnel used to perform an environmental study differ significantly from
those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical
engineering or geologic report does not usually relate any environmental findings, conclusions or
recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated
contaminants. Similarly, environmental reports are not used to address geotechnical or geologic concerns
regarding a specific project.
January 12, 2018 | Page D-3 File No. 0180-349-00
Soil and Groundwater End Use
The cleanup levels referenced in this report are site- and situation-specific. The cleanup levels may not be
applicable for other sites or for other on-site uses of the affected media (soil and/or groundwater). Note
that hazardous substances may be present in some of the site soil and/or groundwater at detectable
concentrations that are less than the referenced cleanup levels. GeoEngineers should be contacted prior
to the export of soil or groundwater from the subject site or reuse of the affected media on Site to evaluate
the potential for associated environmental liabilities. We cannot be responsible for potential environmental
liability arising out of the transfer of soil and/or groundwater from the subject Site to another location or its
reuse on site in instances that we were not aware of or could not control.
Most Environmental Findings Are Professional Opinions
Our interpretations of subsurface conditions are based on field observations and chemical analytical data
from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at
those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and
laboratory data and then applied our professional judgment to render an opinion about subsurface
conditions throughout the site. Actual subsurface conditions may differ – sometimes significantly – from
those indicated in this report. Our report, conclusions and interpretations should not be construed as a
warranty of the subsurface conditions.
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