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Page 1: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station:

Excavated Material and Sediment Characterization –

Data Summary Report

April 2017

Alternate Formats Available

Page 2: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M
Page 3: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Summary Report Prepared for: King County Wastewater Treatment Division Submitted by: Carly Greyell and Debra Williston Science and Technical Support Section King County Water and Land Resources Division Department of Natural Resources and Parks

Page 4: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M
Page 5: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section i April 2017

Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M Hill), Jeremey Bunn (Herrera Environmental Consultants [Herrera]), Thomas Ostrander (Environmental Science Associates [ESA]), personnel from Cascade Drilling, Jean Power (King County Environmental Laboratory Field Sciences Unit [KCEL FSU]). The sediment samples were collected by a crew from Gravity Consultants LLC including Rene Trudeau, with assistance from Gina Catarra (Herrera), Rachel Clennon (CH2M Hill), and Jean Power (KCEL FSU). Laboratory project management was provided by Fritz Grothkopp of the KCEL. Management of the project planning and study design was provided by Jim Sussex of King County Wastewater Treatment Division (WTD). Chemical and conventional analyses were performed by the KCEL, with the exception of dioxin/furans which were analyzed by Pacific Rim Laboratories. Data validation was conducted by Carly Greyell of King County Water and Land Resources Division (WLRD) for all KCEL data and by Laboratory Data Consultants, Inc. (LDC) for dioxin/furan data. Debra Williston provided valuable guidance on the review of this report.

Citation King County. 2017. Georgetown Wet Weather Treatment Station: Excavated Material and

Sediment Characterization – Data Summary Report. Prepared by Carly Greyell and Debra Williston, King County Water and Land Resources Division, Science Section. Seattle, Washington.

Acronyms µg/kg micrograms per kilogram

AET Apparent Effects Threshold

ASTM American Standard Test Method

bgs below ground surface

BNA base/neutral/acid extractable semi-volatile organic compound

cm centimeters

cPAH carcinogenic polycyclic aromatic hydrocarbon

CSL cleanup screening level

CSO combined sewer overflow

CVAA cold vapor atomic absorption spectroscopy

Page 6: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section ii April 2017

dw dry weight

Ecology Washington State Department of Ecology

EIM Environmental Information Management

EPA US Environmental Protection Agency

ESA Environmental Science Associates

ft feet

FSU King County Environmental Laboratory Field Sciences Unit

GC/ECD gas chromatography/electron capture detector

GC/FID gas chromatography/flame ionization

GC/MS gas chromatography/mass spectroscopy

GWWTS Georgetown Wet Weather Treatment Station

Herrera Herrera Environmental Consultants

ICP-OES inductively coupled plasma optical emission spectroscopy

KCEL King County Environmental Laboratory

LDC Laboratory Data Consultants, Inc.

LDW Lower Duwamish Waterway

MDL method detection limit

mg/kg milligram per kilogram

MHHW mean higher high water

MTCA Model Toxics Control Act

ND non-detect

OC organic carbon

PAH polycyclic aromatic hydrocarbon

PCB polychlorinated biphenyl

PEF potency equivalency factor

PID photoionization detector

PRL Pacific Rim Laboratories

PSD particle size distribution

QA/QC quality assurance/quality control

RAL Remedial Action Level

ROD Record of Decision

SCO sediment cleanup objective

Page 7: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section iii April 2017

SM Standard Methods

SMS Sediment Management Standards

SVOC extractable semi-volatile organic compound

TEF toxicity equivalency factor

TEQ toxicity equivalents

TOC total organic carbon

WLRD King County Water and Land Resources Division

WTD King County Wastewater Treatment Division

Page 8: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section iv April 2017

Table of Contents 1.0 Introduction .............................................................................................................................................. 1

2.0 Sample Collection ................................................................................................................................... 5

2.1 Sampling for Characterizing Excavated Material .................................................................. 5

2.1.1 Soil Core ........................................................................................................................................... 5

2.1.2 Sediment Cores ............................................................................................................................. 6

2.1.3 Surface Grab Samples ................................................................................................................. 6

2.2 Sampling for Characterizing Sediment Adjacent to Proposed Outfall ........................... 7

3.0 Sample Analysis ....................................................................................................................................... 8

4.0 Soil and Sediment Sample Results .................................................................................................10

4.1 Excavated Material Results ..........................................................................................................10

4.2 Sediment Characterization Results ...........................................................................................12

5.0 References ...............................................................................................................................................19

Figures Figure 1. Soil/Sediment Sample Locations ........................................................................................... 3

Tables Sample information for characterizing excavated material. ....................................... 5

Sample information for characterizing sediment adjacent to proposed outfall. ............................................................................................................................................... 7

Summary of analyses run for each sample......................................................................... 8

Comparison between MTCA Method A soil cleanup level, dangerous waste toxicity thresholds and sample results characterizing excavated material. .......11

Comparison of sample results characterizing sediment in the biologically active zone (0 to 10 cm) to the Marine SMS. ...................................................................13

Comparison of sample results characterizing sediment at the 0 to 2 foot depth to the Marine SMS. ........................................................................................................15

Comparison of non-polar organic chemical sediment results to marine sediment AETs for the samples with TOC outside the range for organic carbon normalization. ..............................................................................................................17

LDW Remedial Action Levels for Recovery Category 3 and Subtidal Areas. ......18

Page 9: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section v April 2017

Appendices Appendix A: Chain of Custody

Appendix B: Field Notes

Appendix C: Analytical Data Results

Appendix D: Data Validation

Appendix E: Washington State Toxic Dangerous Waste Criteria

Page 10: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section vi April 2017

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 1 April 2017

1.0 INTRODUCTION The King County Wastewater Treatment Division (WTD) is in the design phase for construction of the Georgetown Wet Weather Treatment Station (GWWTS) in the City of Seattle’s Georgetown neighborhood. The primary objective of the GWWTS project is to control combined sewer overflow (CSO) discharges from King County’s existing Brandon Street and South Michigan Street CSO outfalls to a long-term average of no more than one untreated discharge per year. The project is part of the 2012 King County Long- Term Combined Sewer Overflow Control Plan Amendment (King County 2012) and is required as part of a Consent Decree between the US Department of Justice, US Environmental Protection Agency (EPA), Washington State Department of Ecology (Ecology), and King County. The project will involve construction of conveyance pipelines, a wet weather treatment facility, and a new outfall structure to discharge treated effluent into the Lower Duwamish Waterway (LDW). The new outfall structure will be located within the LDW Superfund site, immediately west (downstream) of the First Avenue South Bridge on State Route 99 (Figure 1). The marine portion of the proposed outfall alignment will be buried at depths up to 12 ft below the mudline and the upland portion will be buried approximately 13 to 22 ft below ground surface (bgs). (Herrera 2016). Construction of the outfall structure will involve excavation of upland soil (between the shoreline and the mean higher high water [MHHW] line) and in-water sediment (below the MHHW line) along the proposed outfall alignment. To support this effort, characterization of affected soil and sediment was conducted. The goals of the soil and sediment characterization, as outlined in the project quality assurance project plan (QAPP; Herrera 2016) were to:

1. Establish appropriate upland disposal options for all excavated soils and sediments 2. Collect geotechnical information on excavated soils and sediments for project design 3. Help characterize sediments along the proposed outfall alignment that are not

proposed for excavation as part of the GWWTS project, but may be more difficult to remove, if necessary, during future clean-up activities

This report summarizes the data results from the soil and sediment characterization effort conducted by King County. Section 2.0 includes a summary of sampling methods and a description of the samples collected. Section 3.0 describes analytical methods and data validation methods and findings. Section 4.0 presents a summary of analytical results including a comparison to relevant standards. Appendices include field and soil/sediment core notes, complete soil and sediment chemistry analytical results, and a data validation memorandum. Raw data and chromatographs for further quality assurance review are available upon request. All project analytical data referenced in this report are available in Ecology’s Environmental Information Management (EIM) format upon request.

Page 12: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 2 April 2017

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The information included on this map has been compiled from a variety of sources and issubject to change without notice. King County makes no representations or warranties,express or implied, as to accuracy, completeness, timeliness, or rights to the use of suchinformation. This document is not intended for use as a survey product. King County shallnot be liable for any general, special, indirect, incidental, or consequential damages including,but not limited to, lost revenues or lost profits resulting from the use or misuse of the informationcontained on this map. Any sale of this map or information on this map is prohibited except bywritten permission of King County.File Name: Q:\WTD\Projects\Brandon-Michigan\projects\Outfall_SedSamples.mxd

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Figure 1Soil/Sediment Sample

LocationsGeorgetown Wet Weather Treatment Station Outfall

Page 14: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 4 April 2017

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Page 15: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 5 April 2017

2.0 SAMPLE COLLECTION This section presents the sample locations and briefly describes the sample collection and processing methods for the soil and sediment samples. The project QAPP (Herrera 2016) provides a detailed description of these methods. The sample types include soil and sediment that is expected to be excavated during outfall construction activities (Section 2.1) and sediment expected to remain in place during and after construction (Section 2.2). Appendix A includes chain of custody forms for all samples.

2.1 Sampling for Characterizing Excavated Material

Table 1 lists all samples collected to characterize material proposed for excavation. Only one soil sample was collected (locator C1-PP; sample ID L66600-1); all other samples were sediment matrix. In some cases, several attempts were necessary before collecting a successful sample. This means some of the final sampling locations listed in Table 1 deviate from those originally described in the QAPP. Figure 1 depicts the location the final, successful sample, while Appendix B includes information for each sampling attempt.

Sample information for characterizing excavated material. Locator Date/Time Sample Depth X Y Sample ID

C1-PP 12/20/2016 09:00 0 to 20 ft 1269668.78 201868.1 L66600-1 C2-VCL 11/18/2016 10:15 0 to 13 ft 1269615.91 201805.1 L66600-2 C2-PG 11/15/2016 14:25 0 to 10 cm 1269589.22 201802.7 L66599-1 C2-VCS 11/18/2016 10:15 0 to 2 ft 1269615.91 201805.1 L66599-2 C3-VCL 11/18/2016 11:10 0 to 8 ft 1269612.99 201719.2 L66600-3 C3-PG 11/15/2016 15:07 0 to 10 cm 1269605.14 201720.7 L66599-3 C3-VCS 11/18/2016 11:10 0 to 2 ft 1269612.99 201719.2 L66599-4

Locator is the nomenclature used for King County Station ID. X and Y coordinates are in Washington State Plane North, NAD83 HARN, US Survey ft

2.1.1 Soil Core The soil sample (from Locator C1-PP) was collected with probe borings advanced to a maximum depth of 20 ft bgs using a probe-drive sampler attached to driven probe rods. Soil was continuously collected at five-foot intervals using a probe-drive sampler lined with dedicated clear Lexan® liners. Each soil interval was logged by a geologist for soil lithology (Appendix B) and classified in accordance with the Unified Soil Classification System (USCS; American Society for Testing and Materials [ASTM] D2488-08). Each interval was also visually inspected for staining and screened for the presence of volatile organic vapors using a Photovac® Minirae photoionization detector (PID). Equal soil volumes were collected along the entire length of each interval. The soil from each interval was then homogenized in a clean, stainless steel bowl, and composited into one sample, which was placed into laboratory-provided jars for chemical analysis. For gasoline-range

Page 16: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 6 April 2017

hydrocarbons analysis, Encore® sample collection tubes were filled directly with material at a mid-depth location, without compositing, as specified in the EPA 5035A method (EPA 2007).

2.1.2 Sediment Cores Sediment cores were collected by Gravity Consultants from their vessel the R/V Tieton. A custom Vibracore with disposable plastic (polyethylene) core liners inside four-inch lexane (polycarbonate) core tubes was used to collect the cores. The Vibracore was mechanically lowered into position on the sediment surface, activated, and allowed to penetrate to the target sampling depth or until refusal. The core samples were accepted if the target depth was achieved without evidence of obstruction or blocking within the core tube, and at least 75% of the penetration depth was recovered. When these conditions were not met, sampling was attempted again at a location within two meters of the original site. The core samples were processed on shore. The samples were split in half (length-wise) using a spatula and inspected, described and photographed. Each core half was used to create two different sediment samples: one for entire length of core and one for the 0 to 2 foot interval. For gasoline-range hydrocarbon analysis, Encore® sample collection tubes were filled directly with material from a mid-depth location, without compositing, as specified in the EPA 5035A method (EPA 2007). Sediment for locators C2-VCL and C3-VCL was composited using a pre-cleaned stainless steel spoon, scraping about a quarter inch deep along the entire length of one core half. Sediment for locators C2-VCS and C3-VCS was composited using a pre-cleaned stainless steel spoon, scraping about an inch deep along the top two feet (ft) of the second core half. Sediment was homogenized separately for each sample in a pre-cleaned stainless steel pan until a consistent color and texture were achieved. Sample aliquots were then placed in the appropriate pre-cleaned containers for chemical and conventional analysis.

2.1.3 Surface Grab Samples Surface sediment grab samples were collected from the R/V Tieton using Gravity’s power grab sampler. Samples were accepted if the sampler penetrated to a depth of at least 10 centimeters (cm) without overfilling, there were no large foreign objects, and there was minimal leakage and sample disturbance (as defined in the QAPP, Herrera 2016). All surface grab samples were accepted on the first attempt. Sediment was collected from the top 10 cm with a pre-cleaned stainless steel spoon, avoiding the sediment in contact with the inside surface of the sampler. Sediment was homogenized separately for each sample in a pre-cleaned stainless steel bowl and placed into the appropriate containers for chemical and conventional analyses. Observations were recorded for texture, color, biological organisms or structures, debris, oils/contamination, and odor.

Page 17: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 7 April 2017

2.2 Sampling for Characterizing Sediment Adjacent to Proposed Outfall

Table 2 lists samples collected to characterize sediment adjacent to the proposed outfall. In some cases, several attempts were necessary to collect a successful sample. This means some of the final sampling locations listed in Table 2 deviate from those originally described in the QAPP. Figure 1 depicts the location of the final, successful sample, while Appendix B includes information for each sampling attempt.

Sample information for characterizing sediment adjacent to proposed outfall. Locator Date/Time Sample Depth X Y Sample ID

SS1-PG 11/15/2016 10:30 0 to 10 cm 1269561.48 201846.6 L66601-1 SS1-VC 11/18/2016 13:05 0 to 2 ft 1269562.16 201832.5 L66601-2 SS2-PG 11/15/2016 11:20 0 to 10 cm 1269628.21 201744.2 L66601-3 SS2-VC 11/18/2016 13:20 0 to 2 ft 1269623.63 201744.9 L66601-4 SS3-PG 11/15/2016 11:52 0 to 10 cm 1269606.16 201699.9 L66601-5 SS3-VC 11/18/2016 14:00 0 to 2 ft 1269589.51 201702.6 L66601-6 SS4-PG 11/15/2016 12:25 0 to 10 cm 1269595.21 201672.5 L66601-7 SS4-VC 11/18/2016 14:30 0 to 2 ft 1269601.04 201679.3 L66601-8 SS5-PG 11/15/2016 12:54 0 to 10 cm 1269591.42 201638.3 L66601-9 SS5-VC 11/18/2016 15:20 0 to 2 ft 1269589.34 201650.4 L66601-10 SS6-PG 11/15/2016 13:42 0 to 10 cm 1269562.85 201602.4 L66601-11 SS6-VC 11/18/2016 12:39 0 to 2 ft 1269561.34 201606 L66601-12

Locator is the nomenclature used for King County Station ID. X and Y coordinates are in Washington State Plane North, NAD83 HARN, US Survey ft Surface sediment grab samples were collected following the same methods described in Section 2.1.3. The sediment cores (0 to 2 ft) were collected following the same methods described in Section 2.1.2, except 100% recovery was required for an acceptable core sample. Appendix B includes information for each sampling attempt. In some cases, sediment was collected along the lengths of both core halves to ensure sufficient material for all analytical tests.

Page 18: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 8 April 2017

3.0 SAMPLE ANALYSIS All samples were received by the King County Environmental Laboratory (KCEL) and submitted for chemical analysis except shallow sediment cores (0 to 2 ft) and surface grab samples from locators C2-PG, C2-VCS, C3-PG, and C3-VCS (sample IDs L66599-1 through -4). These samples were archived for potential future analysis. Table 3 presents chemical analyses performed for each sample according to the QAPP (Herrera 2016). Quality assurance/quality control (QA/QC) samples and limits were outlined in the QAPP. All analyses were performed by KCEL, except dioxin/furans, which were analyzed by Pacific Rim Laboratories (PRL). Appendix C includes all analytical results for these samples.

Summary of analyses run for each sample.

Locator Sample ID PSD Solids TOC Chloride Metals SVOC PCB Hydro-

carbons Dioxin/ Furans

C1-PP L66600-1 C2-VCL L66600-2 C3-VCL L66600-3 SS1-PG L66601-1 SS1-VC L66601-2 SS2-PG L66601-3 SS2-VC L66601-4 SS3-PG L66601-5 SS3-VC L66601-6 SS4-PG L66601-7 SS4-VC L66601-8 SS5-PG L66601-9 SS5-VC L66601-10 SS6-PG L66601-11 SS6-VC L66601-12

PSD – particle size distribution; TOC – total organic carbon; SVOC – extractable semi-volatile organic compounds; PCB – polychlorinated biphenyls Total solids were analyzed by Standard Method (SM) 2540-G (APHA 1998), a gravimetric determination. Analysis of total organic carbon (TOC) followed the EPA Method 9060/SW 846 (EPA 2007), which uses high-temperature combustion with infrared spectroscopy. Particle size distribution followed ASTM D422 method, which uses a wet sieve and hydrometer (ASTM 2002). Chloride analysis was performed using ion chromatography with chemical suppression of eluent conductivity following Standard Method SM4110B (APHA et al. 2012). The specific metals analyzed in each sample varied depending on the sample purpose. Arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver were analyzed in samples characterizing excavated material. Arsenic, cadmium, chromium, copper, lead, mercury, silver, and zinc were analyzed in samples characterizing sediments expected to

Page 19: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 9 April 2017

remain in place. Mercury analysis followed EPA Method 7471B (SW-846; EPA 2007), which uses cold vapor atomic absorption spectroscopy (CVAA). The remaining metals were analyzed by EPA Methods 3050B/6010C (SW-846; EPA 2007), which uses a strong-acid digestion with inductively coupled plasma optical emission spectroscopy (ICP-OES). A target analyte list of 70 extractable semi-volatile organic compounds (SVOCs) was used for the samples characterizing excavated material, and a list of 38 SVOCs was used for the samples characterizing sediments expected to remain in place. SVOC analysis was performed according to EPA Methods 3550B/8270D (SW-846; EPA 2007), which uses a solvent extraction with sonication and analysis by gas chromatography/mass spectroscopy (GC/MS). Diesel- and motor oil- range petroleum hydrocarbons were analyzed by Ecology method NWTPH-Dx, which employs solvent extraction with sonication and analysis by gas chromatography/flame ionization (GC/FID; Ecology 1997). Gasoline-range hydrocarbons were analyzed by Ecology method NWTPH-Gx, which uses a methanol extraction with a purge and trap analysis by GC/MS (Ecology 1997). Polychlorinated biphenyls (PCBs) were analyzed as Aroclors® according to EPA Methods 3550B/8082A (SW 846; 2007), which uses a solvent extraction with sonication and analysis by gas chromatography with electron capture detector (GC/ECD), as well as dual column confirmation. Dioxin/furan congener analysis was performed according to EPA Method 1613B (EPA 1994), which is a high-resolution gas chromatography/high-resolution mass spectroscopy method using an isotope dilution internal standard quantification. Samples were extracted followed by standard method clean-up, which includes layered Acid/Base Silica, Florisil, and Alumina. Data generated by KCEL (conventional parameters, metals, mercury, SVOCs, and PCBs as Aroclors) were validated by King County using EPA National Functional Guidelines for Superfund data (EPA 2016a and 2016b) and the QAPP (Herrera 2016). Details of this validation are described in a data validation technical memorandum (Appendix D, Part 1). Validation of dioxin/furan congener data was completed by Laboratory Data Consultants, Inc. (LDC) in accordance with EPA Region 10 guidance (EPA 1996). Dioxin/furan congener validation reports are provided in Appendix D, Part 2. This section summarizes the major findings of the chemistry data validation and potential impacts on study conclusions. No data were rejected based on the data validation, but a few results were qualified with “J” flags and considered estimated values based on QA/QC sample results that were outside acceptable limits. Recoveries for a few compounds were poor in some spike blank and matrix spike QA/QC samples suggesting low bias in these samples. This affected a few detected compounds and a few non-detect results. A few laboratory duplicates results were also outside acceptable limits, suggesting sample heterogeneity, and some uncertainty in the precision of results. However, these findings do not impact the study conclusions, because sample results were generally much lower than the relevant criteria with which they were compared (often by a couple orders of magnitude or more). Overall, the data validation indicates the data were of sufficient quality to satisfy project objectives.

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 10 April 2017

4.0 SOIL AND SEDIMENT SAMPLE RESULTS

The soil and sediment sample results are summarized below along with comparisons to disposal regulations for excavated materials and comparison to both Washington State Sediment Management Standards (SMS) marine benthic standards (WAC 173-204), and LDW remedial action levels (EPA 2014).

4.1 Excavated Material Results Per the project QAPP, the soil and deep sediment core results were compared to the Washington State Dangerous Waste Regulations for disposal characterization. These regulations include several steps to determine if a waste should be disposed of as dangerous waste:

1. Do exemptions or exclusions apply (WAC 173-303-016, WAC 173-303-017, WAC 173-303-071, WAC 173-303-073)?

2. Is the waste listed (WAC 173-303-9904 and WAC 173-303-9903)? 3. Are there any hazardous characteristics (ignitable, corrosive, reactive, or toxic [WAC

173-303-090])? 4. Do chemical concentrations exceed Washington State toxic criteria (WAC 173-303-

100)? 5. Do chemical concentrations exceed Washington State persistence criteria (>1%

polycyclic aromatic hydrocarbons [PAHs] or >0.1% halogenated organic compounds)?

Following these steps, the soil and deep sediment core results were then compared to Washington State’s Model Toxics Control Act (MTCA) Method A Cleanup Levels for Unrestricted Land Uses (WAC 173-340-740) as prescribed in the QAPP. Steps 1 and 2 are not relevant for the excavated material, but the toxic characteristics should be considered under step 3 (federal toxicity regulations), step 4 (Washington state toxic criteria), and step 5 (Washington State persistence criteria). The soil and sediment core chemistry results did not exceed the toxicity thresholds in steps 3 and 5 (Dangerous Waste Toxicity Characteristics, Table 4). The results were also below the Washington State toxic criteria from step 4 (Appendix E). This indicates the excavated material should not be classified as dangerous waste under federal and Washington State criteria. The results were then compared to MTCA Method A Soil Cleanup Levels for Unrestricted Land Uses (Table 4). Some metals and most SVOCs were not detected, but all detection limits were below the criteria included in Table 4. The SVOC analyte list included additional compounds that are not associated with the criteria listed in Table 4; however, most were not detected. Appendix C includes all analytical results, detection limits, and validation qualifiers for these samples.

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 11 April 2017

Comparison between MTCA Method A soil cleanup level, dangerous waste toxicity thresholds and sample results characterizing excavated material.

Parameter (units in mg/kg dw unless

otherwise noted)

MTCA Soil Cleanup

Level Method A

Dangerous Waste

Toxicity Thresholds e

Sample Results

L66600-1 C1-PP

L66600-2 C2-VCL

L66600-3 C3-VCL

Fines (%) -- -- 27.0 54.2 4.9 Arsenic a 20 100 2.6 4.3 2.46

Barium -- 2,000 29.3 26.2 23.5 Cadmium 2.0 20 ND ND 0.31

Chromium b 19.0 100 12.6 15.3 13.3 Lead 250 100 5.8 3.1 56.4

Selenium -- 20 ND ND ND Silver -- 100 ND ND 0.31

Mercury c 2.0 4 0.040 0.045 0.0768 Benzo(a)pyrene 0.1 d -- ND ND 0.030

Naphthalene 5.0 -- ND ND ND Total PAHs -- 10,000 ND ND 0.275

1,4-Dichlorobenzene -- 150 ND ND ND Hexachlorobenzene -- 2.6 ND ND ND

Hexachlorobutadiene -- 10 ND ND ND 2-Methylphenol -- 4,000 ND ND ND

3,4-Methylphenol -- 4,000 ND ND ND Nitrobenzene -- 40 ND ND ND

Pentachlorophenol -- 2,000 ND ND ND 2,4,5-Trichlorophenol -- 8,000 ND ND ND 2,4,6-Trichlorophenol -- 40 ND ND ND

Total PCBs 1.0 50 f 0.0034 0.00840 0.963 Diesel-range hydrocarbons 2,000 -- ND ND ND

Lube oil-range hydrocarbons 2,000 -- 75 ND 65 Gasoline-range hydrocarbons 100 -- ND ND ND

a The MTCA limits are for inorganic arsenic, but the dangerous waste toxicity characteristics and sample results are for total arsenic. b The MTCA limits are for Chromium VI (the most toxic speciation), but the sample results are for total chromium. The MTCA limit for Chromium VI is 19 mg/kg dw, which is not exceeded by the sample results.

c The MTCA limits are for inorganic mercury, but the dangerous waste toxicity characteristics and sample results are for total mercury. d This MTCA limit is meant to encompass all carcinogenic PAHs using the toxicity equivalency method in WAC 173-340-708(8). Using this method, all carcinogenic (cPAH) TEQs were still below this concentration (not shown). e Screening level assuming 100 percent extraction by toxicity characteristics leaching procedure (TCLP) EPA Method 1311, from the Dangerous Waste Characteristics (WAC 173-303-090). The exception is PAHs and PCBs are calculated from the Persistent Dangerous Waste Table from the Dangerous Waste Criteria (WAC 173-303-100). f This is the threshold for PCB waste as defined by the federal Toxic Substances Control Act (TSCA; Title 40, R, 761.50).

mg/kg dw – milligrams per kilogram dry weight; ND – non-detect

Page 22: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 12 April 2017

4.2 Sediment Characterization Results Per the QAPP, the marine SMS (WAC 173-204) were compared to sediment results to characterize sediment adjacent to the proposed outfall. This includes the marine sediment quality standards (SQS) (WAC 173-204-320), which are the same as the marine benthic sediment cleanup objective (SCO) (WAC 173-204-562) and the marine maximum criteria (WAC 173-204-420), which are the same as the marine benthic cleanup screening level (CSL) (WAC 173-204-562). The surface sediment samples represent the biologically active zone (0 to 10 cm) for which marine sediment standards apply; these data are compared to standards in Table 5. The sediment core results were also compared to the SMS as a general screening assessment (Table 6) even though the SMS only apply to the biologically active zone. Appendix C includes all analytical results, detection limits, and validation qualifiers for these samples. Non-polar organic chemicals are organic carbon (OC)-normalized for comparison to the marine SMS criteria. Percent TOC for two samples were outside the prescribed limits for OC-normalizing (0.5 to 3.5% TOC) per Ecology guidance (Ecology 2015). The concentrations of non-polar organic chemicals in these two samples are compared to the marine sediment Apparent Effects Thresholds (AETs), which are the dry-weight equivalents to the marine SQS and CLS (Ecology 2015; Table 7). Unless otherwise noted, all method detection limits (MDLs) were below the applicable marine SQS.

Page 23: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 13 April 2017

Comparison of sample results characterizing sediment in the biologically active zone (0 to 10 cm) to the Marine SMS.

Parameter Units

Marine SMS Sample Results (0 to 10 cm)

SQS CSL L66601-1 SS1-PG

L66601-3 SS2-PG

L66601-5 SS3-PG

L66601-7 SS4-PG

L66601-9 SS5-PG

L66601-11 SS6-PG

Total Organic Carbon % -- -- 3.75* 1.10 1.84 2.10 2.46 2.01 Arsenic

mg/kg dw

57 93 11 7.5 11 17.9 16.4 11 Cadmium 5.1 6.7 1.94 0.43 0.91 0.91 0.89 0.67 Chromium 260 270 36.7 16.3 24.0 28.9 27.2 22.6 Copper 390 390 97.3 29.0 55.2 58.5 58.4 43.5 Lead 450 530 62.2 34.1 22.2 24.1 25.7 18.5 Mercury 0.41 0.59 0.26 0.046 0.14 0.433 0.17 0.13 Silver 6.1 6.1 1.0 ND ND ND ND ND Zinc 410 960 269 90.4 125 131 124 103 2-Methylnaphthalene

mg/kg OC

38 64 * ND ND ND ND ND Acenaphthene 16 57 * 0.92 ND ND ND 0.83 Acenaphthylene 66 66 * ND ND ND ND ND Anthracene 220 1,200 * 1.96 1.72 0.88 0.75 3.77 Benzo(a)anthracene 110 270 * 8.77 6.35 4.27 3.37 11.2 Benzo(a)pyrene 99 210 * 9.80 7.69 3.97 2.84 5.70 Benzo(b,j,k)fluoranthene 230 450 * 23.8 18.9 10.9 8.16 17.7 Benzo(g,h,i)perylene 31 78 * 3.56 4.99 2.30 1.63 2.44 Chrysene 110 460 * 13.5 12.3 5.97 4.54 18.7 Dibenzo(a,h)anthracene 12 33 * 0.99 ND ND ND ND Fluorene 23 79 * ND ND ND ND 0.68 Fluoranthene 160 1,200 * 18.4 16.0 8.32 6.31 43.4 Indeno(1,2,3-Cd)Pyrene 34 88 * 3.28 4.72 1.86 1.28 2.08 Naphthalene 99 170 * ND ND ND ND ND Phenanthrene 100 480 * 8.93 7.55 2.63 1.99 18.6 Pyrene 1,000 1,400 * 25.5 19.0 8.99 6.35 32.5 HPAH 960 5,300 * 108 89.9 46.5 34.5 134 LPAH 370 780 * 11.8 9.27 3.51 2.74 23.8 Total PCB Aroclors mg/kg OC 12 65 * 8.10 5.93 4.73 5.78 3.93

Page 24: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 14 April 2017

Parameter Units

Marine SMS Sample Results (0 to 10 cm)

SQS CSL L66601-1 SS1-PG

L66601-3 SS2-PG

L66601-5 SS3-PG

L66601-7 SS4-PG

L66601-9 SS5-PG

L66601-11 SS6-PG

Benzyl Butyl Phthalate 4.9 64 * ND ND ND ND 3.10 Bis(2-Ethylhexyl)Phthalate 47 78 * 25.2 14.4 29.3 12.1 6.59 Dibenzofuran 15 58 * ND ND ND ND ND 1,2-Dichlorobenzene 2.3 2.3 * ND ND ND ND ND 1,4-Dichlorobenzene 3.1 9 * ND ND ND ND ND Diethyl Phthalate 61 110 * ND ND ND ND ND Dimethyl Phthalate 53 53 * ND ND ND ND ND Di-N-Butyl Phthalate 220 1,700 * ND ND ND ND ND Di-N-Octyl Phthalate 58 4,500 * ND ND ND ND ND Hexachlorobenzene 0.38 2.3 * ND ND ND ND ND Hexachlorobutadiene 3.9 6.2 * ND ND ND ND ND N-Nitrosodiphenylamine 11 11 * ND ND ND ND ND 1,2,4-Trichlorobenzene 0.81 1.8 * ND ND ND ND ND 2,4-Dimethylphenol

µg/kg dw

29 29 ND ND ND ND ND ND 2-Methylphenol 63 63 ND ND ND ND ND ND 4-Methylphenol a 670 670 ND ND ND ND ND ND Benzoic Acid 650 650 ND ND ND ND ND ND Benzyl Alcohol 57 73 ND ND ND ND ND ND Pentachlorophenol 360 690 ND ND ND ND ND ND Phenol 420 1,200 ND ND ND ND ND ND

cPAHs µg TEQ/ kg dw -- -- 853 154 202 123 105 183

Dioxin/Furans ng TEQ/ kg dw -- -- 34.5 55.7 10.1 10.5 9.32 7.25

a Sample results are based on 3-,4-Methylphenol. LPAH – low molecular weight polycyclic aromatic hydrocarbons (PAHs); HPAH – high molecular weight PAHs; cPAHs – carcinogenic PAHs ND – non-detect *TOC in this sample is outside the range to be used for OC normalization (0.5 to 3.5% TOC). The results for this sample were compared to dry-weight equivalents AETs in Table 7.

Page 25: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 15 April 2017

Comparison of sample results characterizing sediment at the 0 to 2 foot depth to the Marine SMS.

Parameter Units

Marine SMS Sample Results (0 to 2 ft)

SQS CSL L66601-2 SS1-VC

L66601-4 SS2-VC

L66601-6 SS3-VC

L66601-8 SS4-VC

L66601-10 SS5-VC

L66601-12 SS6-VC

Total Organic Carbon % -- -- 0.548 0.455 0.950 1.40 2.38 1.46 Arsenic

mg/kg dw

57 93 2.9 3.5 11.9 14.4 12 10.2 Cadmium 5.1 6.7 0.34 0.27 0.63 0.896 0.75 0.68 Chromium 260 270 19.5 14.8 24.1 27.2 24.2 26.6 Copper 390 390 27.9 18.5 46.5 60.3 53.2 49.5 Lead 450 530 62.0 25.8 81.5 49.4 19.3 32.1 Mercury 0.41 0.59 0.076 0.038 0.27 0.14 0.14 0.14 Silver 6.1 6.1 0.44 ND 0.42 ND ND 0.32 Zinc 410 960 57.6 54.8 144 148 107 134 2-Methylnaphthalene

mg/kg OC

38 64 ND * ND ND ND ND Acenaphthene 16 57 3.36 * 1.3 1.1 ND ND Acenaphthylene 66 66 ND * 3.42 ND ND ND Anthracene 220 1,200 3.56 * 5.23 2.81 ND 0.86 Benzo(a)anthracene 110 270 39.6 * 39.9 9.85 2.73 4.34 Benzo(a)pyrene 99 210 36.6 * 35.2 12.0 2.62 6.34 Benzo(b,j,k)fluoranthene 230 450 81.7 * 110 26.8 7.74 15.0 Benzo(g,h,i)perylene 31 78 13.7 * 12.0 6.74 1.65 2.91 Chrysene 110 460 38.1 * 76.5 12.0 3.72 4.49 Dibenzo(a,h)anthracene 12 33 ND * 3.95 1.6 ND ND Fluorene 23 79 ND * ND 1.2 ND ND Fluoranthene 160 1,200 42.9 * 220 19.1 4.65 7.00 Indeno(1,2,3-Cd)Pyrene 34 88 12.8 * 11.9 5.54 1.43 2.50 Naphthalene 99 170 ND * ND 1.1 ND ND Phenanthrene 100 480 9.17 * 12.2 17.3 1.81 2.07 Pyrene 1,000 1,400 62.2 * 273 40.3 6.61 14.7 HPAH 960 5,300 328 * 783 134 31.1 57.3 LPAH 370 780 16.1 * 22.1 23 1.81 2.9 Total PCB Aroclors mg/kg OC 12 65 202 * 72.5 9.26 3.95 14.8

Page 26: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 16 April 2017

Parameter Units

Marine SMS Sample Results (0 to 2 ft)

SQS CSL L66601-2 SS1-VC

L66601-4 SS2-VC

L66601-6 SS3-VC

L66601-8 SS4-VC

L66601-10 SS5-VC

L66601-12 SS6-VC

Benzyl Butyl Phthalate 4.9 64 ND * ND ND ND ND Bis(2-Ethylhexyl)Phthalate 47 78 71.7 * 110 27.7 26.0 12.4 Dibenzofuran 15 58 ND * ND ND ND ND 1,2-Dichlorobenzene 2.3 2.3 ND * ND ND ND ND 1,4-Dichlorobenzene 3.1 9 ND * ND ND ND ND Diethyl Phthalate 61 110 ND * ND ND ND ND Dimethyl Phthalate 53 53 ND * ND ND ND ND Di-N-Butyl Phthalate 220 1,700 ND * ND ND ND ND Di-N-Octyl Phthalate 58 4,500 ND * ND ND ND ND Hexachlorobenzene 0.38 2.3 ND * ND ND ND ND Hexachlorobutadiene 3.9 6.2 ND * ND ND ND ND N-Nitrosodiphenylamine 11 11 ND * ND ND ND ND 1,2,4-Trichlorobenzene 0.81 1.8 ND * ND ND ND ND 2,4-Dimethylphenol

µg/kg dw

29 29 ND ND ND ND ND ND 2-Methylphenol 63 63 ND ND ND ND ND ND 4-Methylphenol a 670 670 ND ND ND ND ND ND Benzoic Acid 650 650 ND ND 274 ND ND ND Benzyl Alcohol 57 73 ND ND ND ND ND ND Pentachlorophenol 360 690 ND ND ND ND ND ND Phenol 420 1,200 ND ND ND ND ND ND

cPAHs µg TEQ/kg dw -- -- 278 67.9 511 238 94.5 127

Dioxin/Furans ng TEQ/ kg dw -- -- 16.9 8.01 17.2 23.0 7.87 44.0

a Sample results are based on 3-,4-Methylphenol. LPAH – low molecular weight polycyclic aromatic hydrocarbons (PAHs); HPAH – high molecular weight PAHs; cPAHs – carcinogenic PAHs ND – non-detect *The TOC in this sample is outside the range to be used for OC normalization (0.5 to 3.5% TOC). The OC-normalized parameters for this sample are instead compared using dry-weight equivalents AETs in Table 7.

Page 27: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 17 April 2017

Comparison of non-polar organic chemical sediment results to marine sediment AETs for the samples with TOC outside the range for organic carbon normalization.

Parameters (µg/kg dw)

Marine Sediment AETs (dry weight equivalents of

SQS and CSL)

Sample Results (0 to 10 cm)

Sample Results (0 to 2 ft)

SQS CSL L66601-1 SS1-PG

L66601-4 SS2-VC

2-Methylnaphthalene 670 670 ND ND Acenaphthene 500 500 ND 212 Acenaphthylene 1,300 1,300 ND ND Anthracene 960 960 144 8.8 Benzo(a)anthracene 1,300 1,600 843 40.6 Benzo(a)pyrene 1,600 1,600 577 48.7 Benzo(b,j,k)fluoranthene 3,200 3,600 1,470 108 Benzo(g,h,i)perylene 670 720 183 29.3 Chrysene 1,400 2,800 1,110 61.5 Dibenzo(a,h)anthracene 230 230 41.2 ND Fluorene 540 540 ND ND Fluoranthene 1,700 2,500 1,580 86.0 Indeno(1,2,3-Cd)Pyrene 600 690 168 19.4 Naphthalene 2,100 2,100 ND ND Phenanthrene 1,500 1,500 434 38.7 Pyrene 2,600 3,300 1,610 89.5 HPAH 12,000 17,000 7,600 483 LPAH 5,200 5,200 577 260 Total Aroclors 130 1,000 1,070 219 Benzyl Butyl Phthalate 63 900 125 ND Bis(2-Ethylhexyl)Phthalate 1,300 1,900 3,160 79.8 Dibenzofuran 540 540 ND ND 1,2-Dichlorobenzene 35 50 ND ND 1,4-Dichlorobenzene 110 110 ND ND Diethyl Phthalate 200 >1,200 ND ND Dimethyl Phthalate 71 160 ND ND Di-N-Butyl Phthalate 1,400 1,400 ND ND Di-N-Octyl Phthalate 6,200 6,200 449 ND Hexachlorobenzene 22 70 ND ND Hexachlorobutadiene 11 120 ND ND N-Nitrosodiphenylamine 28 40 ND* ND 1,2,4-Trichlorobenzene 31 51 ND ND

ND – non-detect ND* - the method detection limit (MDL) for n-nitrosodiphenylamine in this sample exceeded the CSL dry-weight equivalent. These values are from Table 8-1 in the Sediment Cleanup User’s Manual II (SCUM II; Ecology 2015).

Page 28: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 18 April 2017

Chemical concentrations in sediments expected to remain in place were also compared to remedial action levels (RALs) presented in EPA’s LDW Record of Decision (ROD) (Table 28 of EPA 2014). RALs identify areas that require active cleanup (e.g., dredging or capping) of site sediments. The area surrounding the proposed outfall is within Recovery Category 3 in the LDW ROD. The recovery category status of an area specifies which RALs apply to an area. In this Recovery Category, RALs apply to the top 10 cm of sediment site-wide for the LDW chemicals of concern. RALs also apply to total PCBs in the top 60 cm (or top 2 ft) in subtidal areas (samples from SS3-VC, SS4-VC, SS5-VC, and SS6-VC). In intertidal areas (samples from SS1-VC and SS2-VC), the RALs apply to the top 45 cm (or top 1.5 ft) for total PCBs, arsenic, cPAHs, and dioxin/furans; however, the samples at SS1-VC and SS2-VC were collected from the top 2 ft. While not directly comparable, the RAL applying to the top 1.5 ft was used as a screening value. These RALs are shown in Table 8.

LDW Remedial Action Levels for Recovery Category 3 in Intertidal and Subtidal Areas.

Parameter Units Site-wide Top 10 cm (4 inches)

Intertidal Top 45 cm

(1.5 ft)

Subtidal Top 60 cm

(2 ft) PCBs (Total) mg/kg OC dw 12 65 195

Arsenic (Total) mg/kg dw 57 28 -- cPAH1 µg TEQ/kg dw 1,000 900 --

Dioxins/Furans2 ng TEQ/kg dw 25 28 -- SMS Parameters3 Contaminant-specific 2x SQS (benthic SCO) -- --

1 cPAHs were calculated using potency equivalency factor (PEF) values (California EPA 2005; Ecology 2001) based on individual PAH component’s relative toxicity to benzo(a)pyrene. The reported concentration for each cPAH in a given sample is multiplied by the PEF and summed, resulting in the cPAH. If the reported concentration for a given PAH is non-detect, one half the MDL concentration is used in the calculation. 2 Dioxin TEQs were calculated using toxicity equivalent factor (TEF) values for mammals (from Van den Berg et al. 2006) based on 2,3,7,8-tetrachlorodibenzodioxin (2,3,7,8-TCDD) toxicity. The reported concentration for each dioxin/furan in a given sample is multiplied by the TEF and summed, resulting in the total TEQ. Whenever a dioxin or furan was not detected, the TEF was applied to the full non-detect value (or U qualified value). 3 Includes 39 SMS parameters; does not include total PCBs and arsenic which have separate RALs.

Concentrations of total PCBs, dioxin TEQs, and bis(2-ethylhexyl)phthalate in the sample collected at SS1-PG (Table 7) exceeded the RALs that apply to the top 10 cm (Table 8). Dioxin TEQ concentrations at SS2-PG (Table 7) also exceeded the RAL (Table 8). Otherwise, all surface sediment results (Tables 6 and 7) were below RALs that apply to the top 10 cm (Table 8). Only total PCB concentrations at station SS1-VC (Table 6) exceeded the total PCB RAL applied to the top 1.5 ft of sediment (Table 8). All other results in the shallow sediment core samples were below the corresponding 0-1.5 ft depth (intertidal) and 0-2 ft depth (subtidal) RALs (Table 6). 1 1 At station SS2-VC, OC-normalized total PCBs concentrations are not shown, but are below the intertidal RAL applied to the top 1.5 ft.

Page 29: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 19 April 2017

5.0 REFERENCES APHA. 1998. Standard Methods for the Examination of Water and Wastewater, 20th

Edition. American Public Health Association. Washington, D.C.

APHA, AWWA, and WEF. 2012. Standard Methods for the Examination of Water and Wastewater. 22nd edition. Edited by A.E. Greenberg, American Public Health Association; A.D. Eaton, American Water Works Association; and L.S. Clesceri, Water Environment Federation.

ASTM. 2002. Standard Test Method for Particle-Size Analysis of Soils D422-63(2002). American Society for Testing and Materials. West Conshohocken, Pennsylvania.

California EPA. 2005. Air Toxics Hot Spots Program Risk Assessment Guidelines, Part II Technical Support Document for Describing Available Cancer Potency Factors. Office of Environmental Health Hazard Assessment, California Environmental Protection Agency. Sacramento, CA. May 2005.

Ecology. 1997. Analytical Methods for Petroleum Hydrocarbons. Publication No. ECY 97-602. Toxics Cleanup Program and The Ecology Environmental Laboratory. Washington State Department of Ecology, Olympia, WA.

Ecology. 2001. Model Toxics Control Act Cleanup Regulation, Chapter 173-340 WAC. Publication No. 94-06. Toxics Cleanup Program, Washington State Department of Ecology, Olympia, WA.

Ecology. 2015. Sediment Cleanup User’s Manual II. Guidance for implementing the cleanup provisions of the Sediment Management Standards, Chapter 173-204 WAC. Publication No. 12-09-057. Toxics Cleanup Program, Washington State Department of Ecology, Olympia, WA.

EPA. 1994. Method 1613 Tetra- through Octa-Chlorinated Dioxins and Furans by Isotope Dilution HRGC/HRMS. US EPA, Office of Water, Washington DC. EPA-821-B-94-005.

EPA. 1996. EPA Region 10 SOP for the Validation of Polychlorinated Dibenzodioxin (PCDD) and Polychlorinated Dibenzofuran (PCDF) Data. EPA Region 10, Seattle WA.

EPA. 2007. Test Methods for Evaluating Solid Waste. Laboratory Manual – Physical/Chemical Methods, SW-846, 3rd Edition, Update IVB. USEPA, Office of Solid Waste and Emergency Response. Washington, D.C.

Page 30: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section 20 April 2017

EPA. 2014. Record of Decision, Lower Duwamish Waterway Superfund Site. United States Environmental Protection Agency, Region 10. November 2014. https://www3.epa.gov/region10/pdf/sites/ldw/ROD_final_11-21-2014.pdf

EPA. 2016a. National Functional Guidelines for Inorganic Superfund Methods Data Review. OLEM 9355.0-133, USEPA-540-R-2016-001. United States Environmental Protection Agency. Washington, D.C. September 2016.

EPA. 2016b. National Functional Guidelines for Superfund Organic Methods Data Review. OLEM 9355.0-134, USEPA-540-R-2016-002. United States Environmental Protection Agency. Washington, D.C. September 2016.

Herrera. 2016. Excavated Material and Sediment Characterization Quality Assurance Project Plan: Georgetown Wet Weather Treatment Station. Prepared for King County Wastewater Treatment Division, Seattle, WA. Prepared by Herrera Environmental Consultants, Inc., Seattle, WA. August 19, 2016.

King County. 2012. 2012 King County Long- Term Combined Sewer Overflow Control Plan Amendment. Prepared by Karen Huber, CSO Control Program Manager. King County Wastewater Treatment Division. Seattle, WA.

Van den Berg, M., L.S. Birnbaum, M. Denison, M. De Vito, et al. 2006. The 2005 World Health Organization reevaluation of human and mammalian toxic equivalency factors for dioxins and dioxin-like compounds. Toxicological Sciences 93(2):223-24.

Page 31: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix A: Chain of Custody

Page 32: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M
Page 33: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M
Page 34: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown WWTS Sediments

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Page 35: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Logln: P66601

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DUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

ss3-vcDUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

DUWAMISH WATERWAY .

SEDIMENT-ADDITIONAL CHARACTLocator Desc

DUWAMISH RIVERDIWAM|SH RTVER ''559 4?é.DUWAMISH RIVERSite

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IComments

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t'l-xluStart Date/Time

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Pb t 3o crvrSAMP INFO

3 SF PSD

3 SF TOC3 SF TOTS6 SF AG-ICP6 SF AS-ICP6 SF CD-ICP

6 SF CR-ICP6 SF CU1CP6 SF HG-CVAA-H

6 SF PB-ICP

6 SF ZN.ICP7 SF BNASMS

7 SF PCB

1O SF EPAI613BDIOXIN

Õeg Pf-lrt-tA - ô-rÕC3 SF PSD

3 SF TOC

3 SF TOTS6 SF AG-ICP6 SF AS-ICP6 SF CD-ICP

6 SF CR-|CP

6 SF CU-ICP

6 SF HG-CVAA-H

6 SF PB-ICP6 SF ZN-ICP

7 SF BNASMS

7 SF PCB

1O SF EPAI613BDIOXIN

3 SF PSD

3 SF TOC3 SF TOTS6 SF AG.ICP6 SF AS-ICP6 SF CD.ICP6 SF CR-ICP6 SF CU-ICP6 SF HG.CVAA-H6 SF PB-ICP

6 SF ZN-ICP7 SF BNASMS '

7 SF PCBIO SF EPAI6l3BDIOXIN

(2t4)

5\teq.

Y- tb o/o

Page 36: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Login: P66601

Project: 423530

3 SF PSD

3 SF TOC3 SF TOTS6 SF AG-ICP6 SF AS-ICP6 SF CD-|CP

6 SF CR-|CP6 SF CU-ICP

6 SF HG-CVAA-H

Personnel:

Ihr r,t

Georgetown WWTS Sediments

=Q- C-p\"

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DUWAMISH WATERWAYSED¡MENT-ADDITIONAL CHARACT

DUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

Locator Desc

DUWAMISH RIVERSite DUWAMISH RIVER

x"lS54 VibracoreComments

t4:11tg-N¡ 'r'¡ -ivlSS4 Power Grab

ILL.S'- ¡)c - I l'6,Start DateÆime

¡io t{-<, qL iLlSoPrloro -# wtrEnd Date/Time

DUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

i5'" ¡.) c{" ttÞ 7-

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PD ' 3c,cvnPr)r 4o¿*tSAMP INFO

3 SF PSD

3 SF TOC3 SF TOTS

6 SF AG-ICP6 SF AS-ICP6 SF CD-ICP

6 SF CR-ICP

6 SF CU-ICP

6 SF HG-CVAA-H

6 SF PB-ICP

6 SF ZN-ICP

7 SF BNASMS

7 SF PCB

1O SF EPAI6l3BDIOXIN

\3 SF PSD

3 SF TOC

3 SF TOTS

6 SF AG-ICP6 SF AS-ICP

6 SF CD-|CP

6 SF CR-ICP

6 SF CU-|CP

6 SF HG-CVAA-H

6 SF PB.ICP

6 SF ZN-ICP

7 SF BNASMS

7 SF PCB

I1O SF EPAI6l3BDIOXIN

Dept, Matrix, Prod

(3t4)

R,e c

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Page 37: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Login: P66601

Project: 42g5g}

Georgetown WWTS Sediments Personnel

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6 SF PB-ICP

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DUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

Locator Desc DUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

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DUWAMISH WATERWAYSEDIMENT-ADDITIONAL CHARACT

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556 Vibracore-.1

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'ltì-fo " 516 " f.Èc;a--¿ .'5j,Sio (.c,çç L'to\ Õ5 Ç c-<:¡z+' (t{ tEnd Date/Time

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3 SF PSD

3 SF TOC3 SF TOTS6 SF AG-ICP6 SF AS-ICP6 SF CD-|CP

6 SF CR-ICP6 SF CU-|CP6 SF HG-CVAA-H

6 SF PB-ICP

6 SF ZN-|CP7 SF BNASMS7 SF PCB

10 sF EPAI613BDrOXrN A-4"

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Page 38: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

SOLID SAMPLE RECEIPT RECORD

PaEmetelsl:

PRESERVATION CHECKLIST

Product / Preseryat¡on SM Action

tr i documentation

AcceDtable? Corect¡veAct¡on

Y, N û NotifyCONVTOTSULFIDE /ZnAc

)ther:

fther

CHECK HEADSPACE

Product ISM Actionì

r'OA (Check documentat¡on)

f OTSULFIDE (Check documentat¡on)

f,ther:

Otheri

Check For

Zerc Headspace

Zerc Headspace

Acceptable?

Y/NY/N

Corect¡ve Act¡on

tr Notify ORG

tr Not¡fy CONV

CÔMMENTS/NOTIFICÂTIONS

CG: O AOUAToXÆ coNV, tr METALS, tr MICRO, tr ORG, O _

DArE&r¡ME:/ fl I lE//ín fZh\.

SAMPLE RECEIPT CONDITIONS

CONDITION

Sample Volumes

Holding Times

Dêl¡veqi Location

Comment lD

N

N

N

SAMPLE CONTAINER DESCRIPTION AND COUNT

No.

CIiANGES: Y

PROJECT NUMBER:

7í'n

#

V

þ

MICROBIOLOGY

Sample No.#

DATEREcETvEù ¡l

METALS

Sample No.

.2,<.1q tl

CONDITION

Labels / Fieldsheets

ContaineÉ

Comment lD

N

N

N

/NA

#

b

CONVËNIIONÂLS

Sample No,

i,2.1'?t4,lJI

-l ,z < 'a,l

*

b

8

AQUATOX

Sample No,

nlnlnòLoGIN NUMBERISI: /

SOLLECT OATEISì:

#Container

DescriDtion

4oz PP CWM

8oz PP CWM

1602 PP CWM

¿ô7 GCWM

8ôz GCWM

1602 GCWM

2L GCWM

specimen Cup

Olhe.

Page 39: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

SOLID SAMPLE RECEIPT RECORDN

SAMPLE PRESERVAT¡ON CHEGKLIST

ACCEPTABLE? Comment lD SM Action

E I documentat¡on

Acceptable? Corective Action

¡ Notiry CONVVolumes

Times

N

N

NLocation

COUNT CHECK HEADSPACE

ORGANICS check For

Zero Headspace

Zero Heãdspace

Acceptable?

Y/NCorective Action

tr Not¡ñ/ oRG

¡ Not¡fy CONV

* No. (Check documentation )

(Check documentation)

',4,10,åttttluI¡

E AQUATOX, E CONV, tr METALS, tr MICRO, tr ORG, ¡

TTJRE:

& TIME:

PRoTEcTNUMBER:4224a3

b

lo

MICROBIOLOGY

sample No.#

METALS

Sample No.

Jil,h>.4 tan,

CONDITION

Labels / Fiêldsheets

GontaineF

Temperature (il ice)

Comment lD

N

N

N I NA

#

b

CONVENTIONALS

Sample No.

J,{,t å.n lt

ù.1l.l'9ô'8.

#

(,

h

AOUATOX

sample No.

nloh

#Gontainer

DescriDtioñ

4oz PP cwM

8oz PP CWM

1602 PP CWM

4oz GCWM

8oz GCWM

1602 GCWM

2L GCWM

Spec¡men Cuþ

Olher

Page 40: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix B: Field Notes

Page 41: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix B Contents: • Soil Core Field Notes (2 pages)• Soil Boring Log (1 page)• Sediment Core Field Notes – Locators C2 and C3 (1 page)• Sediment Core Field Notes – Locators SS1 to SS6 (1 page)• Table B-1. Sediment Sampling Navigation Log (1 page)• Map of Sampling Attempts (1 page)• Sampling Photos (11 pages)

Page 42: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

 

Page 43: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Field notes for sampling at locator C1-PP (Soil Core) - Continued

2 of 2

Page 44: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Silty Sand (SM)0.0-1.8' - Pale brown, dry, loose, no odor, fine to coarse sand,nonplastic silt with trace subrounded gravel

Poorly Graded Sand with Silt (SP-SM)1.8-3.5' - light to dark brown, dry to moist, loose, no odor, fine tomedium sand with nonplastic silt

Poorly Graded (SP)3.5-5.0' - Dark brown, moist, loose, no odor, fine to medium sand withtrace nonplastic silt

Poorly Graded (SP)5.0-7.3' - Dark brown, moist to wet, loose, no odor, fine to medium sandwith trace nonplastic silt

Silt (ML)7.3-12.0' - Dark grayish brown, moist to wet, soft, low plastic silt, someorganic woody debris

Sandy Silt (ML)12.0-13.8' - Dark grayish brown, wet, soft, low plastic silt, fine to mediumsand, some organic debris, light gray, low plastic silt laminae present

Silty Sand (SM)13.8--14.4' - Dark grayish brown, wet, loose, no odor, fine to mediumsand with low plastic silt, light gray laminaeSandy Silt (ML)14.4-15.0' - Dark grayish brown, wet, soft, low plastic silt, fine to mediumsand, some organic debris, light gray, low plastic silt laminae presentWell Graded Sand (SW)15.0-20.0' - Very dark grayish brown, wet, loose, no odor, fine to coarsesand

Bottom of Boring at 20.0 ft bgs on 12/20/16 09:00

0.0

5.0

10.0

15.0

20.0

Begin drilling at 0827

Took composite sample from 0-20'C1-PP-C1-PPTime = 09:00

5.0-5.7' slough

12.2' take VOC sampleC1-PP-C1-PPTime: 09:00

Complete drilling at 09:00

4.5

4.5

5.0

5.0

0.0

0.0

0.0

0.0

WATER LEVELS :

BORING NUMBER:

SHEET 1 OF 1C1PROJECT NUMBER:

RE

CO

VE

RY

(F

T)

DE

PT

H B

ELO

W(F

T)

SOIL DESCRIPTION

PID

(pp

m)

COMMENTS

483132.P1.04.00.CH.11

DRILLING EQUIPMENT AND METHOD : GeoProbe 6600, Macrocore 2 1/4"

LOGGER : M. EndoSTART : 12/20/16 08:27 END : 12/20/16 09:00

SOIL BORING LOG

DEPTH OF CASING, DRILLING RATE,DRILLING FLUID LOSS, TESTS, AND

INSTRUMENTATION

INT

ER

VA

L (f

t)

~7.0' bgs

SOIL NAME, USCS GROUP SYMBOL, COLOR,MOISTURE CONTENT, RELATIVE DENSITY OR

CONSISTENCY, SOIL STRUCTURE, MINERALOGY

DRILLING CONTRACTOR : Cascade Drilling

PROJECT : King County GWWTS LOCATION : (201868.0611 N, 1269668.7809 E)

ELEVATION : 109.5969 ft

SY

MB

OLI

C L

OG

5

10

15

20

at time of drilling

Outfall - upland

Page 45: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

 

Page 46: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Sediment Cores - Field Observations - Locators SS1 to SS6

Page 47: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table B-1. Sediment sampling navigation log with notes.

Locator Sample Type Date Time Attempt Number

Sample Accepted? X Y Water Depth

(feet) Notes

C2-PG Grab 11/15/2016 14:24 1 Yes 1269589.22 201802.67 8 12 CM PENETRATION09:12 1 No 1269585.00 201803.99 10.4 1' drive to refusal; 8" recovery09:37 2 No 1269591.87 201799.67 10.6 3'drive to refusal; 2.8' recovery09:53 3 No 1269571.64 201802.72 10.7 4' drive to refusal; 22" recovery10:31 4 Yesb 1269615.91 201805.13 3 5' drive to refusal; 4' recovery

C3-PG Grab 11/15/2016 15:08 1 Yes 1269605.14 201720.69 13 14 CM PENETRATIONC3--VCS/VCLa Deep Core 11/18/2016 10:53 1 Yes 1269612.99 201719.22 14 8' drive to refusal; 6.75' recoverySS1-PG Grab 11/15/2016 10:29 1 Yes 1269561.48 201846.64 7 30CM PENETRATIONSS1-VC Shallow Core 11/18/2016 13:06 1 Yes 1269562.16 201832.53 6.9 drive 3'; 32" recoverySS2-PG Grab 11/15/2016 11:19 1 Yes 1269628.21 201744.20 9 11 CM PENETRATIONSS2-VC Shallow Core 11/18/2016 13:26 1 Yes 1269623.63 201744.86 6 2.5' drive; 2.4' recoverySS3-PG Grab 11/15/2016 11:53 1 Yes 1269606.16 201699.90 11.8 30 CM PENETRATION

13:34 1 No 1269603.81 201697.85 11 29" drive; 14"recovery13:51 2 Yes 1269589.51 201702.64 11.4 43"drive; 37" recovery

SS4-PG Grab 11/15/2016 12:25 1 Yes 1269595.21 201672.52 22 30 CM PENETRATION14:15 1 No 1269597.92 201676.91 16 3' drive; 2' recovery14:28 2 Yes 1269601.04 201679.25 15.2 36" drive; 30" recovery

SS5-PG Grab 11/15/2016 12:52 1 Yes 1269591.42 201638.26 24 30 CM PENETRATION14:49 1 No 1269589.73 201641.81 21.7 3' drive; 0 recovery14:53 2 No 1269589.34 201647.27 21 3' drive; no recovery15:06 3 Yes 1269589.34 201650.39 22.2 36" drive; 20" recovery

SS6-PG Grab 11/15/2016 13:43 1 Yes 1269562.85 201602.40 33 29 CM PENETRATION12:10 1 No 1269568.75 201598.57 28.4 3.8'drive; 2.7 recovery12:37 2 Yes 1269561.34 201605.98 28.7 3.5' drive; 3.1 recovery

a Samples from both locators C#-VCS and C#-VCL are collected from the same core as described in Section 2.1.2 of the main report.b This attempt did not meet all sampling criteria; however, the QAPP allows the project manager to decide if sample is accepted after three unsuccessful attempts.Locator is the nomenclature used for King County Station ID.X and Y coordinates are in Washington State Plane North, NAD83 HARN, US Survey feet

11/18/2016Shallow CoreSS6-VC

11/18/2016Shallow CoreSS4-VC

11/18/2016Shallow CoreSS5-VC

C2--VCS/VCLa Deep Core 11/18/2016

11/18/2016Shallow CoreSS3-VC

Page 48: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M
Page 49: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

1

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SR99 / 509BRIDGE BASCULE

NORTHBOUND SR99/509 LN BASELINE

PLAN AND PROFILE SEE DWG 150-C101

PLAN AND PROFILE, SEE DWG 150-C102

PIER 15 PILE CAP

NORTHBOUNDBRIDGE BASCULE

NORTHEA

STER

LY L

INE

OF W

ATER

WAY

NO. 1

GENERAL NOTES1. CONTOURS ARE METRO DATUM2. 0.00 MLLW = 94.1 METRO

DROP STRUCTURE,SEE DWG 150-S102

WEST FENDER PIER

MHHW (+11.1 MLLW) = 105.2

MLLW = 94.1

10'-0" EXCAVATIO

N

ZON

E 1

EXCAVATIONZONE 2EXCAVATION

ZONE 3

EASEMENTLINE

LEGEND

ACTUAL SAMPLE LOCATIONS

UNSUCCESSFULSAMPLE LOCATIONS

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SS1-PG Grab

Photos - 1

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SS2-PG Grab

Photos - 2

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SS3-PG Grab

Photos - 3

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SS4-PG Grab

Photos - 4

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SS5-PG Grab

Photos - 5

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SS6-PG Grab

Photos - 6

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SS1-VC Shallow Core

Photos - 7

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SS2-VC Shallow Core

Photos - 8

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SS3-VC Shallow Core

Photos - 9

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SS5-VC Shallow Core

Photos - 10

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SS6-VC Shallow Core

Photos - 11

Page 62: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix C: Analytical Data Results

(Parts 1 and 2)

Page 63: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Part 1 Analytical Data Reports for King County Environmental

Laboratory Analyses

Page 64: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-1. King County Environmental Laboratory Results for Samples Characterizing Excavated MaterialKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 1 of 3

Project: 423530 423530 423530Locator: C1-PP C2-VCL C3-VCLDescrip: EXCAVATED MATERIAL EXCAVATED MATERIAL EXCAVATED MATERIAL

Sample: L66600-1 L66600-2 L66600-3Matrix: SB SOIL SB SOIL SB SOIL

ColDate: TotalSolid: 77.2 64.9 81.2

DRY Weight Basis

Parameters Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL UnitsCV ASTM D422Clay* 4.5 --- --- 0.6 1.3 % 10.7 --- --- 0.8 1.5 % 3.1 --- --- 0.6 1.2 %Fines* 27 --- --- 0.6 1.3 % 54.2 --- --- 0.8 1.5 % 4.9 --- --- 0.6 1.2 %Gravel* 2.7 --- --- 0.1 1.3 % 1.3 <RDL J 0.2 1.5 % 0.5 <RDL J 0.1 1.2 %p+0.00* 1.4 --- --- 0.1 1.3 % 1.1 <RDL J 0.2 1.5 % 2.9 --- --- 0.1 1.2 %p+1.00* 21.5 --- --- 0.1 1.3 % 5.8 --- --- 0.2 1.5 % 27.7 --- --- 0.1 1.2 %p+10.0(equal/more than)* 2.6 --- --- 0.6 1.3 % 5.3 --- --- 0.8 1.5 % 3.1 --- --- 0.6 1.2 %p+2.00* 22.9 --- --- 0.1 1.3 % 18.4 --- --- 0.2 1.5 % 51.5 --- --- 0.1 1.2 %p+3.00* 11.7 --- --- 0.1 1.3 % 8.8 --- --- 0.2 1.5 % 9.8 --- --- 0.1 1.2 %p+4.00* 10.4 --- --- 0.1 1.3 % 15 --- --- 0.2 1.5 % 2.7 --- --- 0.1 1.2 %p+5.00* 9 --- --- 0.6 1.3 % 16 --- --- 0.8 1.5 % 0.6 <RDL J 0.6 1.2 %p+6.00* 5.1 --- --- 0.6 1.3 % 13 --- --- 0.8 1.5 % 0.6 <RDL J 0.6 1.2 %p+7.00* 4.5 --- --- 0.6 1.3 % 7.6 --- --- 0.8 1.5 % 0.6 <RDL J 0.6 1.2 %p+8.00* 3.9 --- --- 0.6 1.3 % 6.9 --- --- 0.8 1.5 % --- <MDL U 0.6 1.2 %p+9.00* 1.9 --- --- 0.6 1.3 % 5.3 --- --- 0.8 1.5 % --- <MDL U 0.6 1.2 %p-1.00* 1.5 --- --- 0.1 1.3 % 0.8 <RDL J 0.2 1.5 % 0.5 <RDL J 0.1 1.2 %p-2.00(less than)* --- <MDL U 0.1 1.3 % 0.4 <RDL J 0.2 1.5 % --- <MDL U 0.1 1.2 %p-2.00* 1.2 <RDL J 0.1 1.3 % 0.2 <RDL J 0.2 1.5 % --- <MDL U 0.1 1.2 %Sand* 67.9 --- --- 0.1 1.3 % 49.2 --- --- 0.2 1.5 % 94.6 --- --- 0.1 1.2 %Silt* 22.5 --- --- 0.6 1.3 % 43.5 --- --- 0.8 1.5 % 1.8 J J 0.6 1.2 %CV SM2540-GTotal Solids* 77.2 --- --- 0.005 0.01 % 64.9 --- --- 0.005 0.01 % 81.2 --- --- 0.005 0.01 %CV SM4110B CLChloride 508 --- --- 6.5 12.9 mg/Kg 2140 TA --- 37 75.2 mg/Kg 2780 TA --- 62 122 mg/KgES NONEField Personnel* M. Endo --- --- --- --- --- ity/Herrera/CH2/JP --- --- --- --- ity/Herrera/CH2/JP --- --- --- ---Sample Information* obe sample; 0-20 ft composite --- --- etration approx. 47 in; see CH2 notes C3 long vibracore; penetration approx. 81 in; see CH2 notesMT SW846 3050B*SW846 6010CArsenic, Total, ICP 2.6 <RDL J 1.6 7.97 mg/Kg 4.3 <RDL J 1.8 9.57 mg/Kg 2.5 <RDL J 1.5 7.41 mg/KgBarium, Total, ICP 29.3 --- --- 0.063 0.319 mg/Kg 26.2 --- --- 0.077 0.382 mg/Kg 23.5 --- --- 0.059 0.297 mg/KgCadmium, Total, ICP --- <MDL U 0.13 0.637 mg/Kg --- <MDL U 0.15 0.766 mg/Kg 0.31 <RDL J 0.12 0.592 mg/KgChromium, Total, ICP 12.6 --- --- 0.19 0.956 mg/Kg 15.3 --- --- 0.23 1.15 mg/Kg 13.3 --- --- 0.17 0.889 mg/KgLead, Total, ICP 5.8 <RDL J 1.3 6.37 mg/Kg 3.1 <RDL J 1.5 7.66 mg/Kg 56.4 --- --- 1.2 5.92 mg/KgSelenium, Total, ICP --- <MDL U 1.6 7.97 mg/Kg --- <MDL U 1.8 9.57 mg/Kg --- <MDL U 1.5 7.41 mg/KgSilver, Total, ICP --- <MDL U 0.26 1.27 mg/Kg --- <MDL U 0.31 1.53 mg/Kg 0.31 <RDL J 0.23 1.18 mg/KgMT SW846 7471BMercury, Total, CVAA 0.04 <RDL J 0.0067 0.0671 mg/Kg 0.045 <RDL J 0.0077 0.0775 mg/Kg 0.0768 --- --- 0.0062 0.0618 mg/KgOR SW846 3550B*SW846 8082AAroclor 1016 --- <MDL U 1.1 4.31 µg/Kg --- <MDL U 1.3 5.13 µg/Kg --- <MDL U 10 41 µg/KgAroclor 1221 --- <MDL U 3.2 4.31 µg/Kg --- <MDL U 3.9 5.13 µg/Kg --- <MDL U 31 41 µg/KgAroclor 1232 --- <MDL U 3.2 4.31 µg/Kg --- <MDL U 3.9 5.13 µg/Kg --- <MDL U 31 41 µg/KgAroclor 1242 --- <MDL U 1.1 4.31 µg/Kg --- <MDL U 1.3 5.13 µg/Kg --- <MDL UJ 10 41 µg/KgAroclor 1248 --- <MDL U 1.1 4.31 µg/Kg --- <MDL U 1.3 5.13 µg/Kg 617 --- --- 10 41 µg/Kg

11/18/16 11:1011/18/16 10:1512/20/16 9:00

Page 65: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-1. King County Environmental Laboratory Results for Samples Characterizing Excavated MaterialKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 2 of 3

Project: 423530 423530 423530Locator: C1-PP C2-VCL C3-VCLDescrip: EXCAVATED MATERIAL EXCAVATED MATERIAL EXCAVATED MATERIAL

Sample: L66600-1 L66600-2 L66600-3Matrix: SB SOIL SB SOIL SB SOIL

ColDate: TotalSolid: 77.2 64.9 81.2

DRY Weight Basis

Parameters Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

11/18/16 11:1011/18/16 10:1512/20/16 9:00

Aroclor 1254 1.6 <RDL J 1.1 4.31 µg/Kg 3.2 <RDL J 1.3 5.13 µg/Kg 250 --- --- 10 41 µg/KgAroclor 1260 1.8 <RDL J 1.1 4.31 µg/Kg 5.16 --- --- 1.3 5.13 µg/Kg 95.7 --- --- 10 41 µg/KgTotal Aroclors 3.4 <RDL J 1.1 4.31 µg/Kg 8.4 --- J 1.3 5.13 µg/Kg 963 --- J 10 41 µg/KgOR SW846 3550B*SW846 8270D1,2,4-Trichlorobenzene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/Kg1,2-Dichlorobenzene --- <MDL,JG UJ 13 21.6 µg/Kg --- <MDL,JG UJ 15 25.7 µg/Kg --- <MDL,JG UJ 12 20.6 µg/Kg1,2-Diphenylhydrazine --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg1,3-Dichlorobenzene --- <MDL,JG UJ 13 21.6 µg/Kg --- <MDL,JG UJ 15 25.7 µg/Kg --- <MDL,JG UJ 12 20.6 µg/Kg1,4-Dichlorobenzene --- <MDL,JG UJ 13 21.6 µg/Kg --- <MDL,JG UJ 15 25.7 µg/Kg --- <MDL,JG UJ 12 20.6 µg/Kg2,3-Dichloroaniline --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg2,4,5-Trichlorophenol --- <MDL U 87 172 µg/Kg --- <MDL U 100 205 µg/Kg --- <MDL U 83 164 µg/Kg2,4,6-Trichlorophenol --- <MDL UJ 87 172 µg/Kg --- <MDL UJ 100 205 µg/Kg --- <MDL UJ 83 164 µg/Kg2,4-Dichlorophenol --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/Kg2,4-Dimethylphenol --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/Kg2,4-Dinitrophenol --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg2,4-Dinitrotoluene --- <MDL U 8.7 17.2 µg/Kg --- <MDL U 10 20.5 µg/Kg --- <MDL U 8.3 16.4 µg/Kg2,6-Dinitrotoluene --- <MDL U 8.7 17.2 µg/Kg --- <MDL U 10 20.5 µg/Kg --- <MDL U 8.3 16.4 µg/Kg2-Chloronaphthalene --- <MDL UJ 13 21.6 µg/Kg --- <MDL UJ 15 25.7 µg/Kg --- <MDL UJ 12 20.6 µg/Kg2-Chlorophenol --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg2-Methylnaphthalene --- <MDL U 35 64.8 µg/Kg --- <MDL U 42 77 µg/Kg --- <MDL U 33 61.6 µg/Kg2-Methylphenol --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/Kg2-Nitroaniline --- <MDL U 87 130 µg/Kg --- <MDL U 100 154 µg/Kg --- <MDL U 83 123 µg/Kg2-Nitrophenol --- <MDL UJ 22 43.1 µg/Kg --- <MDL UJ 26 51.3 µg/Kg --- <MDL UJ 21 41 µg/Kg3-,4-Methylphenol --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/Kg3-Nitroaniline --- <MDL U 87 130 µg/Kg --- <MDL U 100 154 µg/Kg --- <MDL U 83 123 µg/Kg4,6-Dinitro-O-Cresol --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg4-Bromophenyl Phenyl Ether --- <MDL U 8.7 13 µg/Kg --- <MDL U 10 15.4 µg/Kg --- <MDL U 8.3 12.3 µg/Kg4-Chloro-3-Methylphenol --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg4-Chloroaniline --- <MDL U 43 86.4 µg/Kg --- <MDL UJ 51 103 µg/Kg --- <MDL U 41 82.1 µg/Kg4-Chlorophenyl Phenyl Ether --- <MDL UJ 13 21.6 µg/Kg --- <MDL UJ 15 25.7 µg/Kg --- <MDL UJ 12 20.6 µg/Kg4-Nitroaniline --- <MDL U 87 130 µg/Kg --- <MDL U 100 154 µg/Kg --- <MDL U 83 123 µg/Kg4-Nitrophenol --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/KgAcenaphthene --- <MDL U 8.7 17.2 µg/Kg --- <MDL U 10 20.5 µg/Kg --- <MDL U 8.3 16.4 µg/KgAcenaphthylene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgAniline --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/KgAnthracene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgBenzo(a)anthracene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg 17 <RDL J 12 20.6 µg/KgBenzo(a)pyrene --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg 30 <RDL J 21 41 µg/KgBenzo(b,j,k)fluoranthene --- <MDL U 35 64.8 µg/Kg --- <MDL U 42 77 µg/Kg 66.5 --- --- 33 61.6 µg/KgBenzo(g,h,i)perylene --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg 23 <RDL J 21 41 µg/KgBenzoic Acid --- <MDL U 87 130 µg/Kg --- <MDL U 100 154 µg/Kg --- <MDL U 83 123 µg/KgBenzyl Alcohol --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgBenzyl Butyl Phthalate --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/Kg

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Table D1-1. King County Environmental Laboratory Results for Samples Characterizing Excavated MaterialKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 3 of 3

Project: 423530 423530 423530Locator: C1-PP C2-VCL C3-VCLDescrip: EXCAVATED MATERIAL EXCAVATED MATERIAL EXCAVATED MATERIAL

Sample: L66600-1 L66600-2 L66600-3Matrix: SB SOIL SB SOIL SB SOIL

ColDate: TotalSolid: 77.2 64.9 81.2

DRY Weight Basis

Parameters Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

11/18/16 11:1011/18/16 10:1512/20/16 9:00

Bis(2-Chloroethoxy)Methane --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgBis(2-Chloroethyl)Ether --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgBis(2-Chloroisopropyl)Ether --- <MDL U 43 86.4 µg/Kg --- <MDL U 51 103 µg/Kg --- <MDL U 41 82.1 µg/KgBis(2-Ethylhexyl)Phthalate --- <MDL U 13 21.6 µg/Kg 18 <RDL J 15 25.7 µg/Kg 229 J J 12 20.6 µg/KgCarbazole --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgChrysene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg 25.4 --- --- 12 20.6 µg/KgDibenzo(a,h)anthracene --- <MDL U 35 64.8 µg/Kg --- <MDL U 42 77 µg/Kg --- <MDL U 33 61.6 µg/KgDibenzofuran --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgDiethyl Phthalate --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgDimethyl Phthalate --- <MDL U 8.7 13 µg/Kg --- <MDL U 10 15.4 µg/Kg --- <MDL U 8.3 12.3 µg/KgDi-N-Butyl Phthalate --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgDi-N-Octyl Phthalate --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgFluoranthene --- <MDL U 13 25.9 µg/Kg --- <MDL U 15 30.8 µg/Kg 27.6 --- --- 12 24.6 µg/KgFluorene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgHexachlorobenzene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgHexachlorobutadiene --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgHexachlorocyclopentadiene --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgHexachloroethane --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgIndeno(1,2,3-Cd)Pyrene --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgIsophorone --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgNaphthalene --- <MDL U 35 64.8 µg/Kg --- <MDL U 42 77 µg/Kg --- <MDL U 33 61.6 µg/Kgn-Decane --- <MDL U 13 25.9 µg/Kg --- <MDL U 15 30.8 µg/Kg --- <MDL U 12 24.6 µg/KgNitrobenzene --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgN-Nitrosodimethylamine --- <MDL UJ 87 130 µg/Kg --- <MDL UJ 100 154 µg/Kg --- <MDL UJ 83 123 µg/KgN-Nitrosodi-N-Propylamine --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgN-Nitrosodiphenylamine --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/Kgn-Octadecane --- <MDL U 13 25.9 µg/Kg --- <MDL U 15 30.8 µg/Kg 33.6 --- --- 12 24.6 µg/KgPentachlorophenol --- <MDL U 22 43.1 µg/Kg --- <MDL U 26 51.3 µg/Kg --- <MDL U 21 41 µg/KgPhenanthrene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg --- <MDL U 12 20.6 µg/KgPhenol --- <MDL U 87 130 µg/Kg --- <MDL U 100 154 µg/Kg --- <MDL U 83 123 µg/KgPyrene --- <MDL U 13 21.6 µg/Kg --- <MDL U 15 25.7 µg/Kg 85.3 --- --- 12 20.6 µg/KgOR WDOE NWTPH-DXDiesel Range (>C12-C24) --- <MDL U 32.4 32.4 mg/Kg --- <MDL U 38.5 38.5 mg/Kg --- <MDL U 30.8 30.8 mg/KgLube Oil Range (>C24) 75.3 J J 32.4 32.4 mg/Kg --- <MDL U 38.5 38.5 mg/Kg 65.3 --- --- 30.8 30.8 mg/KgOR WDOE NWTPH-GXGasoline Range (C7-C12) --- <MDL U 6.87 6.87 mg/Kg --- <MDL U 9.94 9.94 mg/Kg --- <MDL U 7.61 7.61 mg/Kg* Not converted to dry weight basis

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Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 1 of 8

Project: 423530 423530 423530Locator: SS1-PG SS1-VC SS2-PGDescrip: DUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY

Sample: L66601-1 L66601-2 L66601-3Matrix: SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

ColDate: TotalSolid: 37.6 72.8 66.9

DRY Weight Basis

Parameters Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL UnitsCV ASTM D422Fines* 69 --- --- 1.3 2.7 % 16.9 --- --- 0.7 1.4 % 16.9 --- --- 0.7 1.5 %Gravel* 1.7 <RDL J 0.3 2.7 % 2.2 --- --- 0.1 1.4 % 6.4 --- --- 0.1 1.5 %Sand* 35 --- --- 0.3 2.7 % 82.4 --- --- 0.1 1.4 % 77.3 --- --- 0.1 1.5 %Silt* 58.4 --- --- 1.3 2.7 % 12.2 --- --- 0.7 1.4 % 11 --- --- 0.7 1.5 %Clay* 10.6 --- --- 1.3 2.7 % 4.7 --- --- 0.7 1.4 % 5.9 --- --- 0.7 1.5 %p+0.00* 1.2 <RDL J 0.3 2.7 % 1.4 --- --- 0.1 1.4 % 4.6 --- --- 0.1 1.5 %p+1.00* 2.2 <RDL J 0.3 2.7 % 8.8 --- --- 0.1 1.4 % 18.4 --- --- 0.1 1.5 %p+10.0(equal/more than)* 9.3 --- --- 1.3 2.7 % 4.1 --- --- 0.7 1.4 % 4.4 --- --- 0.7 1.5 %p+2.00* 6.1 --- --- 0.3 2.7 % 36.7 --- --- 0.1 1.4 % 36.6 --- --- 0.1 1.5 %p+3.00* 12 --- --- 0.3 2.7 % 25.4 --- --- 0.1 1.4 % 10.8 --- --- 0.1 1.5 %p+4.00* 13.5 --- --- 0.3 2.7 % 10.1 --- --- 0.1 1.4 % 6.9 --- --- 0.1 1.5 %p+5.00* 29.2 --- --- 1.3 2.7 % 7.4 --- --- 0.7 1.4 % 4.4 --- --- 0.7 1.5 %p+6.00* 27.9 --- --- 1.3 2.7 % 2 --- --- 0.7 1.4 % 2.2 --- --- 0.7 1.5 %p+7.00* 1.3 <RDL J 1.3 2.7 % 1.4 RDL J 0.7 1.4 % 2.2 --- --- 0.7 1.5 %p+8.00* --- <MDL U 1.3 2.7 % 1.4 RDL J 0.7 1.4 % 2.2 --- --- 0.7 1.5 %p+9.00* 1.3 <RDL J 1.3 2.7 % 0.7 <RDL J 0.7 1.4 % 1.5 RDL J 0.7 1.5 %p-1.00* 0.8 <RDL J 0.3 2.7 % 1.1 <RDL J 0.1 1.4 % 3.8 --- --- 0.1 1.5 %p-2.00(less than)* 0.6 <RDL J 0.3 2.7 % 0.8 <RDL J 0.1 1.4 % 2.2 --- --- 0.1 1.5 %p-2.00* 0.3 <RDL J 0.3 2.7 % 0.4 <RDL J 0.1 1.4 % 0.4 <RDL J 0.1 1.5 %CV SM2540-GTotal Solids* 37.6 --- --- 0.005 0.01 % 72.8 --- --- 0.005 0.01 % 66.9 --- --- 0.005 0.01 %CV SW846 9060 PSEP96Total Organic Carbon 37500 --- --- 2000 4100 mg/Kg 5480 --- J 1600 3300 mg/Kg 11000 --- --- 1600 3200 mg/KgMT SW846 3050B*SW846 6010CArsenic, Total, ICP 11 <RDL J 3.5 16.6 mg/Kg 2.9 <RDL J 1.6 8.56 mg/Kg 7.5 <RDL J 1.8 9.15 mg/KgCadmium, Total, ICP 1.94 --- --- 0.27 1.33 mg/Kg 0.34 <RDL J 0.14 0.685 mg/Kg 0.43 <RDL J 0.15 0.732 mg/KgChromium, Total, ICP 36.7 --- --- 0.4 2 mg/Kg 19.5 --- --- 0.21 1.03 mg/Kg 16.3 --- --- 0.22 1.1 mg/KgCopper, Total, ICP 97.3 --- --- 0.53 2.66 mg/Kg 27.9 --- --- 0.27 1.37 mg/Kg 29 --- --- 0.3 1.46 mg/KgLead, Total, ICP 62.2 --- --- 2.7 13.3 mg/Kg 62 --- --- 1.4 6.85 mg/Kg 34.1 --- --- 1.5 7.32 mg/KgSilver, Total, ICP 1 <RDL J 0.53 2.66 mg/Kg 0.44 <RDL J 0.27 1.37 mg/Kg --- <MDL U 0.3 1.46 mg/KgZinc, Total, ICP 269 --- --- 0.66 3.32 mg/Kg 57.6 --- --- 0.34 1.72 mg/Kg 90.4 --- --- 0.36 1.82 mg/KgMT SW846 7471BMercury, Total, CVAA 0.26 <RDL J 0.053 0.545 mg/Kg 0.076 <RDL J 0.027 0.269 mg/Kg 0.046 <RDL J 0.03 0.299 mg/KgOR SW846 3550B*SW846 8082AAroclor 1016 --- <MDL U 22 88.6 µg/Kg --- <MDL U 11 45.7 µg/Kg --- <MDL U 1.2 4.98 µg/KgAroclor 1221 --- <MDL U 66 88.6 µg/Kg --- <MDL U 34 45.7 µg/Kg --- <MDL U 3.7 4.98 µg/KgAroclor 1232 --- <MDL U 66 88.6 µg/Kg --- <MDL U 34 45.7 µg/Kg --- <MDL U 3.7 4.98 µg/KgAroclor 1242 --- <MDL UJ 22 88.6 µg/Kg --- <MDL UJ 11 45.7 µg/Kg --- <MDL UJ 1.2 4.98 µg/KgAroclor 1248 867 J J 22 88.6 µg/Kg 444 J J 11 45.7 µg/Kg 26.2 J J 1.2 4.98 µg/KgAroclor 1254 --- <MDL U 311 311 µg/Kg 316 --- --- 11 45.7 µg/Kg 34.8 --- --- 1.2 4.98 µg/KgAroclor 1260 203 --- --- 22 88.6 µg/Kg 349 --- --- 11 45.7 µg/Kg 28.4 --- --- 1.2 4.98 µg/KgTotal Aroclors 1070 --- J 22 88.6 µg/Kg 1110 --- J 11 45.7 µg/Kg 89.4 --- J 1.2 4.98 µg/Kg

11/18/16 13:0511/15/16 10:30 11/15/16 11:20

Page 68: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 2 of 8

Project: 423530 423530 423530Locator: SS1-PG SS1-VC SS2-PGDescrip: DUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY

Sample: L66601-1 L66601-2 L66601-3Matrix: SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

ColDate: TotalSolid: 37.6 72.8 66.9

DRY Weight Basis

Parameters Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

11/18/16 13:0511/15/16 10:30 11/15/16 11:20

OR SW846 3550B*SW846 8270D1,2,4-Trichlorobenzene --- <MDL U 1.8 3.54 µg/Kg --- <MDL U 0.92 1.83 µg/Kg --- <MDL U 1 1.99 µg/Kg1,2-Dichlorobenzene --- <MDL U 8.86 8.86 µg/Kg --- <MDL U 4.57 4.57 µg/Kg --- <MDL U 4.98 4.98 µg/Kg1,4-Dichlorobenzene --- <MDL U 13.3 13.3 µg/Kg --- <MDL U 6.87 6.87 µg/Kg --- <MDL U 7.47 7.47 µg/Kg1-Methylnaphthalene --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/Kg2,4-Dimethylphenol --- <MDL UJ 18 35.4 µg/Kg --- <MDL UJ 9.2 18.3 µg/Kg --- <MDL UJ 10 19.9 µg/Kg2-Methylnaphthalene --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/Kg2-Methylphenol --- <MDL U 8.8 17.7 µg/Kg --- <MDL U 4.5 9.16 µg/Kg --- <MDL U 4.9 9.97 µg/Kg3-,4-Methylphenol --- <MDL U 45 88.6 µg/Kg --- <MDL U 23 45.7 µg/Kg --- <MDL U 25 49.8 µg/KgAcenaphthene --- <MDL U 18 35.4 µg/Kg 18.4 --- --- 9.2 18.3 µg/Kg 10 <RDL J 10 19.9 µg/KgAcenaphthylene --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/KgAnthracene 144 --- --- 18 35.4 µg/Kg 19.5 --- --- 9.2 18.3 µg/Kg 21.7 --- --- 10 19.9 µg/KgBenzo(a)anthracene 843 --- --- 18 35.4 µg/Kg 217 --- --- 9.2 18.3 µg/Kg 96.7 --- --- 10 19.9 µg/KgBenzo(a)pyrene 577 --- --- 18 35.4 µg/Kg 201 --- --- 9.2 18.3 µg/Kg 108 --- --- 10 19.9 µg/KgBenzo(b,j,k)fluoranthene 1470 --- --- 18 35.4 µg/Kg 448 --- --- 9.2 18.3 µg/Kg 263 --- --- 10 19.9 µg/KgBenzo(g,h,i)perylene 183 --- --- 18 35.4 µg/Kg 75.3 --- --- 9.2 18.3 µg/Kg 39.3 --- --- 10 19.9 µg/KgBenzoic Acid --- <MDL U 354 354 µg/Kg --- <MDL U 183 183 µg/Kg --- <MDL U 199 199 µg/KgBenzyl Alcohol --- <MDL U 22.2 22.2 µg/Kg --- <MDL U 11.4 11.4 µg/Kg --- <MDL U 12.5 12.5 µg/KgBenzyl Butyl Phthalate 125 --- --- 26.6 26.6 µg/Kg --- <MDL U 13.7 13.7 µg/Kg --- <MDL U 14.9 14.9 µg/KgBis(2-Ethylhexyl)Phthalate 3160 --- --- 35 71 µg/Kg 393 --- --- 18 36.7 µg/Kg 278 --- --- 19 39.9 µg/KgCarbazole --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/KgChrysene 1110 --- --- 18 35.4 µg/Kg 209 --- --- 9.2 18.3 µg/Kg 149 --- --- 10 19.9 µg/KgDibenzo(a,h)anthracene 41.2 --- --- 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg 11 <RDL U 10 19.9 µg/KgDibenzofuran --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/KgDiethyl Phthalate --- <MDL,JG UJ 35 71 µg/Kg --- <MDL,JG UJ 18 36.7 µg/Kg --- <MDL,JG UJ 19 39.9 µg/KgDimethyl Phthalate --- <MDL,JG UJ 35.4 35.4 µg/Kg --- <MDL,JG UJ 18.3 18.3 µg/Kg --- <MDL,JG UJ 19.9 19.9 µg/KgDi-N-Butyl Phthalate --- <MDL U 35 71 µg/Kg --- <MDL U 18 36.7 µg/Kg --- <MDL U 19 39.9 µg/KgDi-N-Octyl Phthalate 449 --- --- 35.4 35.4 µg/Kg --- <MDL U 18.3 18.3 µg/Kg --- <MDL U 19.9 19.9 µg/KgFluoranthene 1580 --- --- 18 35.4 µg/Kg 235 --- --- 9.2 18.3 µg/Kg 203 --- --- 10 19.9 µg/KgFluorene --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/KgHexachlorobenzene --- <MDL U 1.8 3.54 µg/Kg --- <MDL U 0.92 1.83 µg/Kg --- <MDL U 1 1.99 µg/KgHexachlorobutadiene --- <MDL U 8.8 17.7 µg/Kg --- <MDL U 4.5 9.16 µg/Kg --- <MDL U 4.9 9.97 µg/KgIndeno(1,2,3-Cd)Pyrene 168 --- --- 18 35.4 µg/Kg 70.1 --- --- 9.2 18.3 µg/Kg 36.2 --- --- 10 19.9 µg/KgNaphthalene --- <MDL U 18 35.4 µg/Kg --- <MDL U 9.2 18.3 µg/Kg --- <MDL U 10 19.9 µg/KgN-Nitrosodiphenylamine --- <MDL U 44.4 44.4 µg/Kg --- <MDL U 22.9 22.9 µg/Kg --- <MDL U 25 25 µg/KgPentachlorophenol --- <MDL U 266 266 µg/Kg --- <MDL U 137 137 µg/Kg --- <MDL U 149 149 µg/KgPhenanthrene 434 --- --- 18 35.4 µg/Kg 50.3 --- --- 9.2 18.3 µg/Kg 98.5 --- --- 10 19.9 µg/KgPhenol --- <MDL U 45 133 µg/Kg --- <MDL U 23 68.7 µg/Kg --- <MDL U 25 74.7 µg/KgPyrene 1610 --- --- 18 35.4 µg/Kg 341 --- --- 9.2 18.3 µg/Kg 281 --- --- 10 19.9 µg/Kg* Not converted to dry weight basis

Page 69: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 3 of 8

Project: Locator: Descrip:

Sample: Matrix:

ColDate: TotalSolid:

DRY Weight Basis

ParametersCV ASTM D422Fines*Gravel*Sand*Silt*Clay*p+0.00*p+1.00*p+10.0(equal/more than)*p+2.00*p+3.00*p+4.00*p+5.00*p+6.00*p+7.00*p+8.00*p+9.00*p-1.00*p-2.00(less than)*p-2.00*CV SM2540-GTotal Solids*CV SW846 9060 PSEP96Total Organic CarbonMT SW846 3050B*SW846 6010CArsenic, Total, ICPCadmium, Total, ICPChromium, Total, ICPCopper, Total, ICPLead, Total, ICPSilver, Total, ICPZinc, Total, ICPMT SW846 7471BMercury, Total, CVAAOR SW846 3550B*SW846 8082AAroclor 1016Aroclor 1221Aroclor 1232Aroclor 1242Aroclor 1248Aroclor 1254Aroclor 1260Total Aroclors

423530 423530 423530SS2-VC SS3-PG SS3-VCDUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY L66601-4 L66601-5 L66601-6SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

76.4 49.6 66.4

Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

7.4 --- --- 0.6 1.2 % 65.9 --- --- 1.1 2.3 % 26.3 --- --- 0.7 1.5 %24.6 --- --- 0.1 1.2 % 1.4 <RDL J 0.2 2.3 % 2.2 --- --- 0.1 1.5 %65.2 --- --- 0.1 1.2 % 41.3 --- --- 0.2 2.3 % 71.5 --- --- 0.1 1.5 %3.7 --- --- 0.6 1.2 % 54.5 --- --- 1.1 2.3 % 21.9 --- --- 0.7 1.5 %3.7 --- --- 0.6 1.2 % 11.4 --- --- 1.1 2.3 % 4.4 --- --- 0.7 1.5 %4.3 --- --- 0.1 1.2 % 1.1 <RDL J 0.2 2.3 % 1.2 <RDL J 0.1 1.5 %15.8 --- --- 0.1 1.2 % 1.4 <RDL J 0.2 2.3 % 7.4 --- --- 0.1 1.5 %3.7 --- --- 0.6 1.2 % 9.1 --- --- 1.1 2.3 % 3.7 --- --- 0.7 1.5 %28.9 --- --- 0.1 1.2 % 4.6 --- --- 0.2 2.3 % 35.4 --- --- 0.1 1.5 %11.2 --- --- 0.1 1.2 % 15.8 --- --- 0.2 2.3 % 16.5 --- --- 0.1 1.5 %

5 --- --- 0.1 1.2 % 18.4 --- --- 0.2 2.3 % 11 --- --- 0.1 1.5 %1.2 RDL --- 0.6 1.2 % 12.5 --- --- 1.1 2.3 % 10.2 --- --- 0.7 1.5 %--- <MDL --- 0.6 1.2 % 37.5 --- --- 1.1 2.3 % 10.2 --- --- 0.7 1.5 %1.2 RDL --- 0.6 1.2 % 3.4 --- --- 1.1 2.3 % 1.5 RDL J 0.7 1.5 %1.2 RDL --- 0.6 1.2 % 1.1 <RDL J 1.1 2.3 % --- <MDL U 0.7 1.5 %--- <MDL --- 0.6 1.2 % 2.3 RDL J 1.1 2.3 % 0.7 <RDL J 0.7 1.5 %4.1 --- --- 0.1 1.2 % 0.8 <RDL J 0.2 2.3 % 1 <RDL J 0.1 1.5 %19.4 --- --- 0.1 1.2 % 0.3 <RDL J 0.2 2.3 % 1 <RDL J 0.1 1.5 %

1 <RDL --- 0.1 1.2 % 0.3 <RDL J 0.2 2.3 % 0.2 <RDL J 0.1 1.5 %

76.4 --- --- 0.005 0.01 % 49.6 --- --- 0.005 0.01 % 66.4 --- --- 0.005 0.01 %

4550 --- --- 1600 3220 mg/Kg 18400 --- --- 1900 3830 mg/Kg 9500 --- --- 2100 4280 mg/Kg

3.5 <RDL --- 1.7 8.19 mg/Kg 11 <RDL J 2.6 12.7 mg/Kg 11.9 --- --- 1.8 9.35 mg/Kg0.27 <RDL --- 0.13 0.656 mg/Kg 0.91 <RDL J 0.2 1.02 mg/Kg 0.63 <RDL J 0.15 0.748 mg/Kg14.8 --- --- 0.2 0.984 mg/Kg 24 --- --- 0.3 1.53 mg/Kg 24.1 --- --- 0.23 1.12 mg/Kg18.5 --- --- 0.26 1.31 mg/Kg 55.2 --- --- 0.4 2.04 mg/Kg 46.5 --- --- 0.3 1.5 mg/Kg25.8 --- --- 1.3 6.56 mg/Kg 22.2 --- --- 2 10.2 mg/Kg 81.5 --- --- 1.5 7.48 mg/Kg--- <MDL --- 0.26 1.31 mg/Kg --- <MDL U 0.4 2.04 mg/Kg 0.42 <RDL J 0.3 1.5 mg/Kg

54.8 --- --- 0.33 1.64 mg/Kg 125 --- --- 0.5 2.54 mg/Kg 144 --- --- 0.38 1.87 mg/Kg

0.038 <RDL --- 0.026 0.255 mg/Kg 0.14 <RDL J 0.038 0.389 mg/Kg 0.27 <RDL J 0.03 0.3 mg/Kg

--- <MDL U 4.3 17.4 µg/Kg --- <MDL U 1.7 6.71 µg/Kg --- <MDL U 13 50.2 µg/Kg--- <MDL U 13 17.4 µg/Kg --- <MDL U 5 6.71 µg/Kg --- <MDL U 38 50.2 µg/Kg--- <MDL U 13 17.4 µg/Kg --- <MDL U 5 6.71 µg/Kg --- <MDL U 38 50.2 µg/Kg--- <MDL UJ 4.3 17.4 µg/Kg --- <MDL UJ 1.7 6.71 µg/Kg --- <MDL UJ 13 50.2 µg/Kg

81.2 J J 4.3 17.4 µg/Kg 31.3 J J 1.7 6.71 µg/Kg 586 J J 13 50.2 µg/Kg94.5 --- --- 4.3 17.4 µg/Kg 40.3 J J 1.7 6.71 µg/Kg --- <MDL U 200 200 µg/Kg43.1 --- --- 4.3 17.4 µg/Kg 37.7 --- --- 1.7 6.71 µg/Kg 103 --- --- 13 50.2 µg/Kg219 --- J 4.3 17.4 µg/Kg 109 --- J 1.7 6.71 µg/Kg 689 --- J 13 50.2 µg/Kg

11/18/16 13:20 11/15/16 11:52 11/18/16 14:00

Page 70: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 4 of 8

Project: Locator: Descrip:

Sample: Matrix:

ColDate: TotalSolid:

DRY Weight Basis

ParametersOR SW846 3550B*SW846 8270D1,2,4-Trichlorobenzene1,2-Dichlorobenzene1,4-Dichlorobenzene1-Methylnaphthalene2,4-Dimethylphenol2-Methylnaphthalene2-Methylphenol3-,4-MethylphenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b,j,k)fluorantheneBenzo(g,h,i)peryleneBenzoic AcidBenzyl AlcoholBenzyl Butyl PhthalateBis(2-Ethylhexyl)PhthalateCarbazoleChryseneDibenzo(a,h)anthraceneDibenzofuranDiethyl PhthalateDimethyl PhthalateDi-N-Butyl PhthalateDi-N-Octyl PhthalateFluorantheneFluoreneHexachlorobenzeneHexachlorobutadieneIndeno(1,2,3-Cd)PyreneNaphthaleneN-NitrosodiphenylaminePentachlorophenolPhenanthrenePhenolPyrene* Not converted to dry weight basis

423530 423530 423530SS2-VC SS3-PG SS3-VCDUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY L66601-4 L66601-5 L66601-6SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

76.4 49.6 66.4

Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

11/18/16 13:20 11/15/16 11:52 11/18/16 14:00

--- <MDL U 0.88 1.74 µg/Kg --- <MDL U 1.4 2.68 µg/Kg --- <MDL U 1 2 µg/Kg--- <MDL U 4.36 4.36 µg/Kg --- <MDL U 6.71 6.71 µg/Kg --- <MDL U 5.02 5.02 µg/Kg--- <MDL U 6.54 6.54 µg/Kg --- <MDL U 10.1 10.1 µg/Kg --- <MDL U 7.53 7.53 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg --- <MDL U 10 20 µg/Kg--- <MDL UJ 8.8 17.4 µg/Kg --- <MDL UJ 14 26.8 µg/Kg --- <MDL UJ 10 20 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg --- <MDL U 10 20 µg/Kg--- <MDL U 4.3 8.73 µg/Kg --- <MDL U 6.7 13.4 µg/Kg --- <MDL U 5 10 µg/Kg--- <MDL U 22 43.6 µg/Kg --- <MDL U 34 67.1 µg/Kg --- <MDL U 26 50.2 µg/Kg

212 --- --- 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg 13 <RDL J 10 20 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg 32.5 --- --- 10 20 µg/Kg8.8 <RDL --- 8.8 17.4 µg/Kg 31.7 J J 14 26.8 µg/Kg 49.7 --- --- 10 20 µg/Kg40.6 --- --- 8.8 17.4 µg/Kg 117 --- --- 14 26.8 µg/Kg 380 --- --- 10 20 µg/Kg48.7 --- --- 8.8 17.4 µg/Kg 142 --- --- 14 26.8 µg/Kg 334 --- --- 10 20 µg/Kg108 --- --- 8.8 17.4 µg/Kg 349 --- --- 14 26.8 µg/Kg 1050 --- --- 10 20 µg/Kg29.3 --- --- 8.8 17.4 µg/Kg 91.9 J J 14 26.8 µg/Kg 114 --- --- 10 20 µg/Kg--- <MDL U 174 174 µg/Kg --- <MDL U 268 268 µg/Kg 274 --- --- 200 200 µg/Kg--- <MDL U 10.9 10.9 µg/Kg --- <MDL U 16.8 16.8 µg/Kg --- <MDL U 12.5 12.5 µg/Kg--- <MDL U 13.1 13.1 µg/Kg --- <MDL U 20.2 20.2 µg/Kg --- <MDL U 15.1 15.1 µg/Kg

79.8 --- --- 17 34.9 µg/Kg 266 --- --- 26 53.8 µg/Kg 1040 --- --- 20 40.2 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg 55.7 --- --- 10 20 µg/Kg

61.5 --- --- 8.8 17.4 µg/Kg 226 --- --- 14 26.8 µg/Kg 727 --- --- 10 20 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg 37.5 --- --- 10 20 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg --- <MDL U 10 20 µg/Kg--- <MDL,JG UJ 17 34.9 µg/Kg --- <MDL,JG UJ 26 53.8 µg/Kg --- <MDL,JG UJ 20 40.2 µg/Kg--- <MDL,JG UJ 17.4 17.4 µg/Kg --- <MDL,JG UJ 26.8 26.8 µg/Kg --- <MDL,JG UJ 20 20 µg/Kg--- <MDL U 17 34.9 µg/Kg --- <MDL U 26 53.8 µg/Kg --- <MDL U 20 40.2 µg/Kg--- <MDL U 17.4 17.4 µg/Kg --- <MDL U 26.8 26.8 µg/Kg --- <MDL U 20 20 µg/Kg86 --- --- 8.8 17.4 µg/Kg 294 J J 14 26.8 µg/Kg 2090 --- --- 10 20 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg --- <MDL U 10 20 µg/Kg--- <MDL U 0.88 1.74 µg/Kg --- <MDL U 1.4 2.68 µg/Kg --- <MDL U 1 2 µg/Kg--- <MDL U 4.3 8.73 µg/Kg --- <MDL U 6.7 13.4 µg/Kg --- <MDL U 5 10 µg/Kg

19.4 --- --- 8.8 17.4 µg/Kg 86.9 J J 14 26.8 µg/Kg 113 --- --- 10 20 µg/Kg--- <MDL U 8.8 17.4 µg/Kg --- <MDL U 14 26.8 µg/Kg --- <MDL U 10 20 µg/Kg--- <MDL U 21.9 21.9 µg/Kg --- <MDL U 33.7 33.7 µg/Kg --- <MDL U 25.2 25.2 µg/Kg--- <MDL U 131 131 µg/Kg --- <MDL U 202 202 µg/Kg --- <MDL U 151 151 µg/Kg

38.7 --- --- 8.8 17.4 µg/Kg 139 J J 14 26.8 µg/Kg 116 --- --- 10 20 µg/Kg--- <MDL U 22 65.4 µg/Kg --- <MDL U 34 101 µg/Kg --- <MDL U 26 75.3 µg/Kg

89.5 --- --- 8.8 17.4 µg/Kg 351 J J 14 26.8 µg/Kg 2590 --- --- 10 20 µg/Kg

Page 71: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 5 of 8

Project: Locator: Descrip:

Sample: Matrix:

ColDate: TotalSolid:

DRY Weight Basis

ParametersCV ASTM D422Fines*Gravel*Sand*Silt*Clay*p+0.00*p+1.00*p+10.0(equal/more than)*p+2.00*p+3.00*p+4.00*p+5.00*p+6.00*p+7.00*p+8.00*p+9.00*p-1.00*p-2.00(less than)*p-2.00*CV SM2540-GTotal Solids*CV SW846 9060 PSEP96Total Organic CarbonMT SW846 3050B*SW846 6010CArsenic, Total, ICPCadmium, Total, ICPChromium, Total, ICPCopper, Total, ICPLead, Total, ICPSilver, Total, ICPZinc, Total, ICPMT SW846 7471BMercury, Total, CVAAOR SW846 3550B*SW846 8082AAroclor 1016Aroclor 1221Aroclor 1232Aroclor 1242Aroclor 1248Aroclor 1254Aroclor 1260Total Aroclors

423530 423530 423530SS4-PG SS4-VC SS5-PGDUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY L66601-7 L66601-8 L66601-9SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

46 56.7 47.1

Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

83.9 --- --- 1.3 2.5 % 60.8 --- --- 1.1 2.2 % 78.5 --- --- 1.2 2.5 %4.8 --- --- 0.3 2.5 % 1.6 <RDL J 0.2 2.2 % 5.1 --- --- 0.2 2.5 %18.5 --- --- 0.3 2.5 % 31.3 --- --- 0.2 2.2 % 20.3 --- --- 0.2 2.5 %67.3 --- --- 1.3 2.5 % 53.2 --- --- 1.1 2.2 % 58.9 --- --- 1.2 2.5 %16.5 --- --- 1.3 2.5 % 7.6 --- --- 1.1 2.2 % 19.6 --- --- 1.2 2.5 %

1 <RDL J 0.3 2.5 % 0.8 <RDL J 0.2 2.2 % 1.1 <RDL J 0.2 2.5 %0.9 <RDL J 0.3 2.5 % 2.3 --- --- 0.2 2.2 % 0.8 <RDL J 0.2 2.5 %12.7 --- --- 1.3 2.5 % 7.6 --- --- 1.1 2.2 % 14.7 --- --- 1.2 2.5 %

2 <RDL J 0.3 2.5 % 8.6 --- --- 0.2 2.2 % 2.7 --- --- 0.2 2.5 %3 --- --- 0.3 2.5 % 8.9 --- --- 0.2 2.2 % 3.1 --- --- 0.2 2.5 %

11.5 --- --- 0.3 2.5 % 10.6 --- --- 0.2 2.2 % 12.7 --- --- 0.2 2.5 %15.2 --- --- 1.3 2.5 % 22.8 --- --- 1.1 2.2 % 9.8 --- --- 1.2 2.5 %39.4 --- --- 1.3 2.5 % 29.3 --- --- 1.1 2.2 % 35.6 --- --- 1.2 2.5 %8.9 --- --- 1.3 2.5 % 1.1 <RDL J 1.1 2.2 % 11 --- --- 1.2 2.5 %3.8 --- --- 1.3 2.5 % --- <MDL U 1.1 2.2 % 2.5 RDL J 1.2 2.5 %3.8 --- --- 1.3 2.5 % --- <MDL U 1.1 2.2 % 4.9 --- --- 1.2 2.5 %1.5 <RDL J 0.3 2.5 % 1.3 <RDL J 0.2 2.2 % 2 <RDL J 0.2 2.5 %2.8 --- --- 0.3 2.5 % --- <MDL U 0.2 2.2 % 2.5 --- --- 0.2 2.5 %0.4 <RDL J 0.3 2.5 % 0.3 <RDL J 0.2 2.2 % 0.5 <RDL J 0.2 2.5 %

46 --- --- 0.005 0.01 % 56.7 --- --- 0.005 0.01 % 47.1 --- --- 0.005 0.01 %

21000 --- --- 2000 4070 mg/Kg 14000 --- --- 1900 3770 mg/Kg 24600 --- --- 2000 4010 mg/Kg

17.9 --- --- 2.8 13.6 mg/Kg 14.4 --- --- 2.3 11 mg/Kg 16.4 --- --- 2.8 13.3 mg/Kg0.91 <RDL J 0.22 1.09 mg/Kg 0.896 --- --- 0.18 0.882 mg/Kg 0.89 <RDL J 0.21 1.07 mg/Kg28.9 --- --- 0.33 1.63 mg/Kg 27.2 --- --- 0.26 1.32 mg/Kg 27.2 --- --- 0.32 1.6 mg/Kg58.5 --- --- 0.43 2.17 mg/Kg 60.3 --- --- 0.35 1.76 mg/Kg 58.4 --- --- 0.42 2.12 mg/Kg24.1 --- --- 2.2 10.9 mg/Kg 49.4 --- --- 1.8 8.82 mg/Kg 25.7 --- --- 2.1 10.7 mg/Kg--- <MDL U 0.43 2.17 mg/Kg --- <MDL U 0.35 1.76 mg/Kg --- <MDL U 0.42 2.12 mg/Kg

131 --- --- 0.54 2.72 mg/Kg 148 --- --- 0.44 2.2 mg/Kg 124 --- --- 0.53 2.68 mg/Kg

0.433 --- --- 0.043 0.428 mg/Kg 0.14 <RDL J 0.035 0.356 mg/Kg 0.17 <RDL J 0.042 0.427 mg/Kg

--- <MDL U 1.8 7.24 µg/Kg --- <MDL U 1.5 5.87 µg/Kg --- <MDL U 1.8 7.07 µg/Kg--- <MDL U 5.4 7.24 µg/Kg --- <MDL U 4.4 5.87 µg/Kg --- <MDL U 5.3 7.07 µg/Kg--- <MDL U 5.4 7.24 µg/Kg --- <MDL U 4.4 5.87 µg/Kg --- <MDL U 5.3 7.07 µg/Kg--- <MDL UJ 1.8 7.24 µg/Kg --- <MDL UJ 1.5 5.87 µg/Kg --- <MDL UJ 1.8 7.07 µg/Kg

32.8 J J 1.8 7.24 µg/Kg 57.5 J J 1.5 5.87 µg/Kg 48.8 J J 1.8 7.07 µg/Kg38.7 --- --- 1.8 7.24 µg/Kg 44.4 --- --- 1.5 5.87 µg/Kg 54.1 --- --- 1.8 7.07 µg/Kg27.8 --- --- 1.8 7.24 µg/Kg 27.7 --- --- 1.5 5.87 µg/Kg 39.5 --- --- 1.8 7.07 µg/Kg99.3 --- J 1.8 7.24 µg/Kg 130 --- J 1.5 5.87 µg/Kg 142 --- J 1.8 7.07 µg/Kg

11/15/16 12:25 11/18/16 14:30 11/15/16 12:54

Page 72: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 6 of 8

Project: Locator: Descrip:

Sample: Matrix:

ColDate: TotalSolid:

DRY Weight Basis

ParametersOR SW846 3550B*SW846 8270D1,2,4-Trichlorobenzene1,2-Dichlorobenzene1,4-Dichlorobenzene1-Methylnaphthalene2,4-Dimethylphenol2-Methylnaphthalene2-Methylphenol3-,4-MethylphenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b,j,k)fluorantheneBenzo(g,h,i)peryleneBenzoic AcidBenzyl AlcoholBenzyl Butyl PhthalateBis(2-Ethylhexyl)PhthalateCarbazoleChryseneDibenzo(a,h)anthraceneDibenzofuranDiethyl PhthalateDimethyl PhthalateDi-N-Butyl PhthalateDi-N-Octyl PhthalateFluorantheneFluoreneHexachlorobenzeneHexachlorobutadieneIndeno(1,2,3-Cd)PyreneNaphthaleneN-NitrosodiphenylaminePentachlorophenolPhenanthrenePhenolPyrene* Not converted to dry weight basis

423530 423530 423530SS4-PG SS4-VC SS5-PGDUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY L66601-7 L66601-8 L66601-9SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

46 56.7 47.1

Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

11/15/16 12:25 11/18/16 14:30 11/15/16 12:54

--- <MDL U 1.5 2.89 µg/Kg --- <MDL U 1.2 2.35 µg/Kg --- <MDL U 1.4 2.82 µg/Kg--- <MDL U 7.24 7.24 µg/Kg --- <MDL U 5.87 5.87 µg/Kg --- <MDL U 7.07 7.07 µg/Kg--- <MDL U 10.9 10.9 µg/Kg --- <MDL U 8.82 8.82 µg/Kg --- <MDL U 10.6 10.6 µg/Kg--- <MDL U 15 28.9 µg/Kg --- <MDL U 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL UJ 15 28.9 µg/Kg --- <MDL UJ 12 23.5 µg/Kg --- <MDL UJ 14 28.2 µg/Kg--- <MDL U 15 28.9 µg/Kg --- <MDL U 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL U 7.2 14.5 µg/Kg --- <MDL U 5.8 11.8 µg/Kg --- <MDL U 7 14.2 µg/Kg--- <MDL U 37 72.4 µg/Kg --- <MDL U 30 58.7 µg/Kg --- <MDL U 36 70.7 µg/Kg--- <MDL U 15 28.9 µg/Kg 16 <RDL J 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL U 15 28.9 µg/Kg --- <MDL U 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg18 <RDL J 15 28.9 µg/Kg 39.3 --- --- 12 23.5 µg/Kg 18 <RDL J 14 28.2 µg/Kg

89.8 --- --- 15 28.9 µg/Kg 138 --- --- 12 23.5 µg/Kg 83 --- --- 14 28.2 µg/Kg83.5 --- --- 15 28.9 µg/Kg 168 --- --- 12 23.5 µg/Kg 69.9 --- --- 14 28.2 µg/Kg228 --- --- 15 28.9 µg/Kg 376 --- --- 12 23.5 µg/Kg 201 --- --- 14 28.2 µg/Kg48.3 --- --- 15 28.9 µg/Kg 94.4 --- --- 12 23.5 µg/Kg 40.1 --- --- 14 28.2 µg/Kg--- <MDL U 289 289 µg/Kg --- <MDL U 235 235 µg/Kg --- <MDL U 282 282 µg/Kg--- <MDL U 18.1 18.1 µg/Kg --- <MDL U 14.7 14.7 µg/Kg --- <MDL U 17.7 17.7 µg/Kg--- <MDL U 21.7 21.7 µg/Kg --- <MDL U 17.6 17.6 µg/Kg --- <MDL U 21.2 21.2 µg/Kg

615 --- --- 28 58 µg/Kg 388 --- --- 23 47.1 µg/Kg 297 --- --- 28 56.7 µg/Kg--- <MDL U 15 28.9 µg/Kg --- <MDL U 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg

125 --- --- 15 28.9 µg/Kg 168 --- --- 12 23.5 µg/Kg 112 --- --- 14 28.2 µg/Kg--- <MDL U 15 28.9 µg/Kg 23 <RDL J 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL U 15 28.9 µg/Kg --- <MDL U 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL,JG UJ 28 58 µg/Kg --- <MDL,JG UJ 23 47.1 µg/Kg --- <MDL,JG UJ 28 56.7 µg/Kg--- <MDL,JG UJ 28.9 28.9 µg/Kg --- <MDL,JG UJ 23.5 23.5 µg/Kg --- <MDL,JG UJ 28.2 28.2 µg/Kg--- <MDL U 28 58 µg/Kg --- <MDL U 23 47.1 µg/Kg --- <MDL U 28 56.7 µg/Kg--- <MDL U 28.9 28.9 µg/Kg --- <MDL U 23.5 23.5 µg/Kg --- <MDL U 28.2 28.2 µg/Kg

175 --- --- 15 28.9 µg/Kg 268 --- --- 12 23.5 µg/Kg 155 --- --- 14 28.2 µg/Kg--- <MDL U 15 28.9 µg/Kg 16 <RDL J 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL U 1.5 2.89 µg/Kg --- <MDL U 1.2 2.35 µg/Kg --- <MDL U 1.4 2.82 µg/Kg--- <MDL U 7.2 14.5 µg/Kg --- <MDL U 5.8 11.8 µg/Kg --- <MDL U 7 14.2 µg/Kg

39.1 --- --- 15 28.9 µg/Kg 77.6 --- --- 12 23.5 µg/Kg 31.4 --- --- 14 28.2 µg/Kg--- <MDL U 15 28.9 µg/Kg 15 <RDL J 12 23.5 µg/Kg --- <MDL U 14 28.2 µg/Kg--- <MDL U 36.3 36.3 µg/Kg --- <MDL U 29.5 29.5 µg/Kg --- <MDL U 35.5 35.5 µg/Kg--- <MDL U 217 217 µg/Kg --- <MDL U 176 176 µg/Kg --- <MDL U 212 212 µg/Kg

55.2 --- --- 15 28.9 µg/Kg 242 --- --- 12 23.5 µg/Kg 49 --- --- 14 28.2 µg/Kg--- <MDL U 37 109 µg/Kg --- <MDL U 30 88.2 µg/Kg --- <MDL U 36 106 µg/Kg

189 --- --- 15 28.9 µg/Kg 564 --- --- 12 23.5 µg/Kg 156 --- --- 14 28.2 µg/Kg

Page 73: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 7 of 8

Project: Locator: Descrip:

Sample: Matrix:

ColDate: TotalSolid:

DRY Weight Basis

ParametersCV ASTM D422Fines*Gravel*Sand*Silt*Clay*p+0.00*p+1.00*p+10.0(equal/more than)*p+2.00*p+3.00*p+4.00*p+5.00*p+6.00*p+7.00*p+8.00*p+9.00*p-1.00*p-2.00(less than)*p-2.00*CV SM2540-GTotal Solids*CV SW846 9060 PSEP96Total Organic CarbonMT SW846 3050B*SW846 6010CArsenic, Total, ICPCadmium, Total, ICPChromium, Total, ICPCopper, Total, ICPLead, Total, ICPSilver, Total, ICPZinc, Total, ICPMT SW846 7471BMercury, Total, CVAAOR SW846 3550B*SW846 8082AAroclor 1016Aroclor 1221Aroclor 1232Aroclor 1242Aroclor 1248Aroclor 1254Aroclor 1260Total Aroclors

423530 423530 423530SS5-VC SS6-PG SS6-VCDUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY L66601-10 L66601-11 L66601-12SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

49.1 52.2 61.6

Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

89.5 --- --- 1.2 2.5 % 62.4 --- --- 1.2 2.4 % 56 --- --- 1 2 %2.1 <RDL J 0.2 2.5 % 14.8 --- --- 0.2 2.4 % 8.1 --- --- 0.2 2 %18.7 --- --- 0.2 2.5 % 28.3 --- --- 0.2 2.4 % 38 --- --- 0.2 2 %75.8 --- --- 1.2 2.5 % 44.8 --- --- 1.2 2.4 % 47.9 --- --- 1 2 %13.7 --- --- 1.2 2.5 % 17.7 --- --- 1.2 2.4 % 8.1 --- --- 1 2 %1.3 <RDL J 0.2 2.5 % 3.3 --- --- 0.2 2.4 % 3.5 --- --- 0.2 2 %0.8 <RDL J 0.2 2.5 % 1.7 <RDL J 0.2 2.4 % 4.5 --- --- 0.2 2 %12.4 --- --- 1.2 2.5 % 11.8 --- --- 1.2 2.4 % 6.1 --- --- 1 2 %1.9 <RDL J 0.2 2.5 % 4 --- --- 0.2 2.4 % 9.6 --- --- 0.2 2 %4.7 --- --- 0.2 2.5 % 6.1 --- --- 0.2 2.4 % 9.3 --- --- 0.2 2 %10 --- --- 0.2 2.5 % 13.1 --- --- 0.2 2.4 % 11.2 --- --- 0.2 2 %9.9 --- --- 1.2 2.5 % 15.3 --- --- 1.2 2.4 % 7.1 --- --- 1 2 %62.2 --- --- 1.2 2.5 % 11.8 --- --- 1.2 2.4 % 35.6 --- --- 1 2 %2.5 RDL J 1.2 2.5 % 14.1 --- --- 1.2 2.4 % 4.1 --- --- 1 2 %1.2 <RDL J 1.2 2.5 % 3.5 --- --- 1.2 2.4 % 1 <RDL J 1 2 %1.2 <RDL J 1.2 2.5 % 5.9 --- --- 1.2 2.4 % 2 RDL J 1 2 %--- <MDL U 0.2 2.5 % 5 --- --- 0.2 2.4 % 4.4 --- --- 0.2 2 %1.2 <RDL J 0.2 2.5 % 8.9 --- --- 0.2 2.4 % 2.3 --- --- 0.2 2 %0.9 <RDL J 0.2 2.5 % 0.8 <RDL J 0.2 2.4 % 1.3 <RDL J 0.2 2 %

49.1 --- --- 0.005 0.01 % 52.2 --- --- 0.005 0.01 % 61.6 --- --- 0.005 0.01 %

23800 --- --- 2000 4130 mg/Kg 20100 --- --- 2100 4140 mg/Kg 14600 --- --- 1900 3930 mg/Kg

12 <RDL J 2.4 12.7 mg/Kg 11 <RDL J 2.5 12.1 mg/Kg 10.3 --- --- 1.9 10 mg/Kg0.75 <RDL J 0.2 1.02 mg/Kg 0.67 <RDL J 0.19 0.971 mg/Kg 0.68 <RDL J 0.16 0.8 mg/Kg24.2 --- --- 0.31 1.53 mg/Kg 22.6 --- --- 0.29 1.46 mg/Kg 26.6 --- --- 0.24 1.2 mg/Kg53.2 --- --- 0.41 2.03 mg/Kg 43.5 --- --- 0.38 1.93 mg/Kg 49.5 --- --- 0.32 1.6 mg/Kg19.3 --- --- 2 10.2 mg/Kg 18.5 --- --- 1.9 9.71 mg/Kg 32.1 --- --- 1.6 8 mg/Kg--- <MDL U 0.41 2.03 mg/Kg --- <MDL U 0.38 1.93 mg/Kg 0.32 <RDL J 0.32 1.6 mg/Kg

107 --- --- 0.51 2.55 mg/Kg 103 --- --- 0.48 2.43 mg/Kg 134 --- --- 0.41 2 mg/Kg

0.14 <RDL J 0.039 0.395 mg/Kg 0.13 <RDL J 0.038 0.383 mg/Kg 0.14 <RDL J 0.032 0.32 mg/Kg

--- <MDL U 1.7 6.78 µg/Kg --- <MDL U 1.6 6.38 µg/Kg --- <MDL U 1.3 5.41 µg/Kg--- <MDL U 5.1 6.78 µg/Kg --- <MDL U 4.8 6.38 µg/Kg --- <MDL U 4.1 5.41 µg/Kg--- <MDL U 5.1 6.78 µg/Kg --- <MDL U 4.8 6.38 µg/Kg --- <MDL U 4.1 5.41 µg/Kg--- <MDL UJ 1.7 6.78 µg/Kg --- <MDL UJ 1.6 6.38 µg/Kg --- <MDL UJ 1.3 5.41 µg/Kg

26.7 J J 1.7 6.78 µg/Kg 25.7 J J 1.6 6.38 µg/Kg 71.9 J J 1.3 5.41 µg/Kg39.5 --- --- 1.7 6.78 µg/Kg 32.4 --- --- 1.6 6.38 µg/Kg 92.7 --- --- 1.3 5.41 µg/Kg27.9 --- --- 1.7 6.78 µg/Kg 21.1 --- --- 1.6 6.38 µg/Kg 51.9 --- --- 1.3 5.41 µg/Kg94.1 --- J 1.7 6.78 µg/Kg 79.1 --- J 1.6 6.38 µg/Kg 217 --- J 1.3 5.41 µg/Kg

11/18/16 15:20 11/15/16 13:42 11/18/16 12:39

Page 74: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D1-2. King County Environmental Laboratory Results for Samples Characterizing Sediment Adjacent to Proposed OutfallKing County Environmental Lab Analytical Report

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 8 of 8

Project: Locator: Descrip:

Sample: Matrix:

ColDate: TotalSolid:

DRY Weight Basis

ParametersOR SW846 3550B*SW846 8270D1,2,4-Trichlorobenzene1,2-Dichlorobenzene1,4-Dichlorobenzene1-Methylnaphthalene2,4-Dimethylphenol2-Methylnaphthalene2-Methylphenol3-,4-MethylphenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b,j,k)fluorantheneBenzo(g,h,i)peryleneBenzoic AcidBenzyl AlcoholBenzyl Butyl PhthalateBis(2-Ethylhexyl)PhthalateCarbazoleChryseneDibenzo(a,h)anthraceneDibenzofuranDiethyl PhthalateDimethyl PhthalateDi-N-Butyl PhthalateDi-N-Octyl PhthalateFluorantheneFluoreneHexachlorobenzeneHexachlorobutadieneIndeno(1,2,3-Cd)PyreneNaphthaleneN-NitrosodiphenylaminePentachlorophenolPhenanthrenePhenolPyrene* Not converted to dry weight basis

423530 423530 423530SS5-VC SS6-PG SS6-VCDUWAMISH WATERWAY DUWAMISH WATERWAY DUWAMISH WATERWAY L66601-10 L66601-11 L66601-12SF SALTWTRSED SF SALTWTRSED SF SALTWTRSED

49.1 52.2 61.6

Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units Value Lab Qual DV Qual MDL RDL Units

11/18/16 15:20 11/15/16 13:42 11/18/16 12:39

--- <MDL U 1.4 2.71 µg/Kg --- <MDL U 1.3 2.55 µg/Kg --- <MDL U 1.1 2.16 µg/Kg--- <MDL U 6.78 6.78 µg/Kg --- <MDL U 6.38 6.38 µg/Kg --- <MDL U 5.41 5.41 µg/Kg--- <MDL U 10.2 10.2 µg/Kg --- <MDL U 9.58 9.58 µg/Kg --- <MDL U 8.12 8.12 µg/Kg--- <MDL U 14 27.1 µg/Kg --- <MDL U 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL UJ 14 27.1 µg/Kg --- <MDL UJ 13 25.5 µg/Kg --- <MDL UJ 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg --- <MDL U 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL U 6.7 13.6 µg/Kg --- <MDL U 6.3 12.8 µg/Kg --- <MDL U 5.4 10.8 µg/Kg--- <MDL U 35 67.8 µg/Kg --- <MDL U 33 63.8 µg/Kg --- <MDL U 28 54.1 µg/Kg--- <MDL U 14 27.1 µg/Kg 17 <RDL J 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg --- <MDL U 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg 75.9 --- --- 13 25.5 µg/Kg 13 <RDL J 11 21.6 µg/Kg65 --- --- 14 27.1 µg/Kg 226 --- --- 13 25.5 µg/Kg 63.5 --- --- 11 21.6 µg/Kg

62.5 --- --- 14 27.1 µg/Kg 115 --- --- 13 25.5 µg/Kg 92.7 --- --- 11 21.6 µg/Kg184 --- --- 14 27.1 µg/Kg 356 --- --- 13 25.5 µg/Kg 219 --- --- 11 21.6 µg/Kg39.3 --- --- 14 27.1 µg/Kg 49 --- --- 13 25.5 µg/Kg 42.5 --- --- 11 21.6 µg/Kg--- <MDL U 271 271 µg/Kg --- <MDL U 255 255 µg/Kg --- <MDL U 216 216 µg/Kg--- <MDL U 17 17 µg/Kg --- <MDL U 16 16 µg/Kg --- <MDL U 13.5 13.5 µg/Kg--- <MDL U 20.4 20.4 µg/Kg 62.3 --- --- 19.2 19.2 µg/Kg --- <MDL U 16.2 16.2 µg/Kg

619 --- --- 26 54.4 µg/Kg 133 --- --- 25 51.1 µg/Kg 182 --- --- 21 43.3 µg/Kg--- <MDL U 14 27.1 µg/Kg 38.1 --- --- 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg

88.6 --- --- 14 27.1 µg/Kg 375 --- --- 13 25.5 µg/Kg 65.6 --- --- 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg --- <MDL U 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg --- <MDL U 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL,JG UJ 26 54.4 µg/Kg --- <MDL,JG UJ 25 51.1 µg/Kg --- <MDL,JG UJ 21 43.3 µg/Kg--- <MDL,JG UJ 27.1 27.1 µg/Kg --- <MDL,JG UJ 25.5 25.5 µg/Kg --- <MDL,JG UJ 21.6 21.6 µg/Kg--- <MDL U 26 54.4 µg/Kg --- <MDL U 25 51.1 µg/Kg --- <MDL U 21 43.3 µg/Kg--- <MDL U 27.1 27.1 µg/Kg --- <MDL U 25.5 25.5 µg/Kg --- <MDL U 21.6 21.6 µg/Kg

111 --- --- 14 27.1 µg/Kg 874 --- --- 13 25.5 µg/Kg 102 --- --- 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg 14 <RDL J 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL U 1.4 2.71 µg/Kg --- <MDL U 1.3 2.55 µg/Kg --- <MDL U 1.1 2.16 µg/Kg--- <MDL U 6.7 13.6 µg/Kg --- <MDL U 6.3 12.8 µg/Kg --- <MDL U 5.4 10.8 µg/Kg34 --- --- 14 27.1 µg/Kg 41.8 --- --- 13 25.5 µg/Kg 36.5 --- --- 11 21.6 µg/Kg--- <MDL U 14 27.1 µg/Kg --- <MDL U 13 25.5 µg/Kg --- <MDL U 11 21.6 µg/Kg--- <MDL U 34 34 µg/Kg --- <MDL U 32 32 µg/Kg --- <MDL U 27.1 27.1 µg/Kg--- <MDL U 204 204 µg/Kg --- <MDL U 192 192 µg/Kg --- <MDL U 162 162 µg/Kg

43.2 --- --- 14 27.1 µg/Kg 374 --- --- 13 25.5 µg/Kg 30.4 --- --- 11 21.6 µg/Kg--- <MDL U 35 102 µg/Kg --- <MDL U 33 95.8 µg/Kg --- <MDL U 28 81.2 µg/Kg

157 --- --- 14 27.1 µg/Kg 653 --- --- 13 25.5 µg/Kg 214 --- --- 11 21.6 µg/Kg

Lab Qual - laboratory qualifiers: DV Qual - data validation qualifier; MDL - method detection limit; RDL - reporting detection limitJG - estimated value, low bias U - non-detect; UJ - estimated non-detect; J - estimated value

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Part 2 Analytical Data Reports for

Dioxin/Furan Anaylses

Page 76: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Table D2-1. Dioxin/Furan Congener Analytical Data for GWWTS Sediment Characterization

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 1 of 6

AXYS Workgroup: PRL021 Locator: SS1-PGKC Sample ID: L66601-1 Collection Date: 11/15/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U J --- 0.24 1 0.2401,2,3,7,8-PECDD 1.28 N J U 1.18 1 1.281,2,3,4,7,8-HXCDD 10.4 --- --- 1.18 0.1 1.041,2,3,6,7,8-HXCDD 22.4 --- --- 1.18 0.1 2.241,2,3,7,8,9-HXCDD 10.5 --- --- 1.18 0.1 1.051,2,3,4,6,7,8-HPCDD 1170 --- --- 1.18 0.01 11.7OCDD 11270 B1 --- 2.35 0.0003 3.38

Furan2,3,7,8-TCDF --- U --- 0.24 0.1 0.02401,2,3,7,8-PECDF --- U J --- 1.18 0.03 0.03542,3,4,7,8-PECDF 22.3 --- --- 1.18 0.3 6.691,2,3,4,7,8-HXCDF 24.4 --- --- 1.18 0.1 2.441,2,3,6,7,8-HXCDF 8.86 --- --- 1.18 0.1 0.8861,2,3,7,8,9-HXCDF 12.2 --- --- 1.18 0.1 1.222,3,4,6,7,8-HXCDF 9.42 --- --- 1.18 0.1 0.9421,2,3,4,6,7,8-HPCDF 120 --- --- 1.18 0.01 1.201,2,3,4,7,8,9-HPCDF 4.92 --- --- 1.18 0.01 0.0492OCDF 219 --- --- 2.35 0.0003 0.0657

Total Dioxin/Furans 12,900 Total Dioxin TEQs 34.5

AXYS Workgroup: PRL021 Locator: SS1-VCKC Sample ID: L66601-2 Collection Date: 11/18/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U J --- 0.15 1 0.1501,2,3,7,8-PECDD 0.995 N J U 0.75 1 0.9951,2,3,4,7,8-HXCDD 7.45 --- --- 0.75 0.1 0.7451,2,3,6,7,8-HXCDD 19.0 --- --- 0.75 0.1 1.901,2,3,7,8,9-HXCDD 13.5 --- --- 0.75 0.1 1.351,2,3,4,6,7,8-HPCDD 584 --- --- 0.75 0.01 5.84OCDD 3900 B1 --- 1.49 0.0003 1.17

Furan2,3,7,8-TCDF 2.50 --- --- 0.15 0.1 0.2501,2,3,7,8-PECDF 0.976 --- --- 0.75 0.03 0.02932,3,4,7,8-PECDF 6.02 --- --- 0.75 0.3 1.811,2,3,4,7,8-HXCDF 10.9 --- --- 0.75 0.1 1.091,2,3,6,7,8-HXCDF 1.63 --- --- 0.75 0.1 0.1631,2,3,7,8,9-HXCDF 2.45 --- --- 0.75 0.1 0.2452,3,4,6,7,8-HXCDF 4.36 --- --- 0.75 0.1 0.4361,2,3,4,6,7,8-HPCDF 57.6 --- --- 0.75 0.01 0.5761,2,3,4,7,8,9-HPCDF 7.26 --- --- 0.75 0.01 0.0726OCDF 133 --- J 1.49 0.0003 0.0399

Total Dioxin/Furans 4,750 Total Dioxin TEQs 16.9

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Table D2-1. Dioxin/Furan Congener Analytical Data for GWWTS Sediment Characterization

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 2 of 6

AXYS Workgroup: PRL021 Locator: SS2-PGKC Sample ID: L66601-3 Collection Date: 11/15/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U --- 0.15 1 0.1501,2,3,7,8-PECDD 5.38 N J U 0.77 1 5.381,2,3,4,7,8-HXCDD 23.1 --- --- 0.77 0.1 2.311,2,3,6,7,8-HXCDD 56.7 --- --- 0.77 0.1 5.671,2,3,7,8,9-HXCDD 41.2 --- --- 0.77 0.1 4.121,2,3,4,6,7,8-HPCDD 1680 --- --- 0.77 0.01 16.8OCDD 16670 B1 --- 1.54 0.0003 5.00

Furan2,3,7,8-TCDF 2.46 N J U 0.15 0.1 0.2461,2,3,7,8-PECDF 5.64 --- --- 0.77 0.03 0.1692,3,4,7,8-PECDF 12.9 --- --- 0.77 0.3 3.871,2,3,4,7,8-HXCDF 47.0 --- --- 0.77 0.1 4.701,2,3,6,7,8-HXCDF 19.0 --- --- 0.77 0.1 1.901,2,3,7,8,9-HXCDF 2.52 --- --- 0.77 0.1 0.2522,3,4,6,7,8-HXCDF 20.1 --- --- 0.77 0.1 2.011,2,3,4,6,7,8-HPCDF 273 --- --- 0.77 0.01 2.731,2,3,4,7,8,9-HPCDF 15.1 --- --- 0.77 0.01 0.151OCDF 774 --- --- 1.54 0.0003 0.232

Total Dioxin/Furans 19,600 Total Dioxin TEQs 55.7

AXYS Workgroup: PRL021 Locator: SS2-VCKC Sample ID: L66601-4 Collection Date: 11/18/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD 0.156 N J U 0.16 1 0.1561,2,3,7,8-PECDD 1.31 N J U 0.79 1 1.311,2,3,4,7,8-HXCDD 2.91 --- --- 0.79 0.1 0.2911,2,3,6,7,8-HXCDD 8.18 --- --- 0.79 0.1 0.8181,2,3,7,8,9-HXCDD 7.39 --- --- 0.79 0.1 0.7391,2,3,4,6,7,8-HPCDD 225 --- --- 0.79 0.01 2.25OCDD 1920 B1 --- 1.58 0.0003 0.576

Furan2,3,7,8-TCDF 1.15 --- --- 0.16 0.1 0.1151,2,3,7,8-PECDF 0.756 N J U 0.79 0.03 0.02272,3,4,7,8-PECDF 2.46 --- --- 0.79 0.3 0.7381,2,3,4,7,8-HXCDF 3.03 --- --- 0.79 0.1 0.3031,2,3,6,7,8-HXCDF 1.04 --- --- 0.79 0.1 0.1041,2,3,7,8,9-HXCDF 0.624 N J U 0.79 0.1 0.06242,3,4,6,7,8-HXCDF 1.27 --- --- 0.79 0.1 0.1271,2,3,4,6,7,8-HPCDF 36.8 --- --- 0.79 0.01 0.3681,2,3,4,7,8,9-HPCDF 0.994 --- --- 0.79 0.01 0.00994OCDF 79.2 --- --- 1.58 0.0003 0.0238

Total Dioxin/Furans 2,290 Total Dioxin TEQs 8.01

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Table D2-1. Dioxin/Furan Congener Analytical Data for GWWTS Sediment Characterization

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 3 of 6

AXYS Workgroup: PRL021 Locator: SS3-PGKC Sample ID: L66601-5 Collection Date: 11/15/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U J --- 0.22 1 0.2201,2,3,7,8-PECDD 2.16 --- --- 1.08 1 2.161,2,3,4,7,8-HXCDD 2.20 --- --- 1.08 0.1 0.2201,2,3,6,7,8-HXCDD 7.64 --- --- 1.08 0.1 0.7641,2,3,7,8,9-HXCDD 4.02 --- --- 1.08 0.1 0.4021,2,3,4,6,7,8-HPCDD 230 --- --- 1.08 0.01 2.30OCDD 2720 B1 --- 2.15 0.0003 0.816

Furan2,3,7,8-TCDF 0.591 --- --- 0.22 0.1 0.05911,2,3,7,8-PECDF 0.536 N J U 1.08 0.03 0.01612,3,4,7,8-PECDF 1.19 --- --- 1.08 0.3 0.3571,2,3,4,7,8-HXCDF 11.3 --- --- 1.08 0.1 1.131,2,3,6,7,8-HXCDF 2.73 --- --- 1.08 0.1 0.2731,2,3,7,8,9-HXCDF 1.89 --- --- 1.08 0.1 0.1892,3,4,6,7,8-HXCDF 3.91 --- --- 1.08 0.1 0.3911,2,3,4,6,7,8-HPCDF 70.0 --- --- 1.08 0.01 0.7001,2,3,4,7,8,9-HPCDF 6.15 --- --- 1.08 0.01 0.0615OCDF 178 --- --- 2.15 0.0003 0.0534

Total Dioxin/Furans 3,240 Total Dioxin TEQs 10.1

AXYS Workgroup: PRL021 Locator: SS3-VCKC Sample ID: L66601-6 Collection Date: 11/18/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD 0.276 N J U 0.16 1 0.2761,2,3,7,8-PECDD 2.35 --- --- 0.80 1 2.351,2,3,4,7,8-HXCDD 4.66 --- --- 0.80 0.1 0.4661,2,3,6,7,8-HXCDD 16.8 --- --- 0.80 0.1 1.681,2,3,7,8,9-HXCDD 12.1 --- --- 0.80 0.1 1.211,2,3,4,6,7,8-HPCDD 570 --- --- 0.80 0.01 5.70OCDD 4840 B1 --- 1.60 0.0003 1.45

Furan2,3,7,8-TCDF 2.89 N J U 0.16 0.1 0.2891,2,3,7,8-PECDF 0.718 J --- 0.80 0.03 0.02152,3,4,7,8-PECDF 4.57 --- --- 0.80 0.3 1.371,2,3,4,7,8-HXCDF 8.00 --- --- 0.80 0.1 0.8001,2,3,6,7,8-HXCDF 2.51 --- --- 0.80 0.1 0.2511,2,3,7,8,9-HXCDF 2.38 --- --- 0.80 0.1 0.2382,3,4,6,7,8-HXCDF 3.92 --- --- 0.80 0.1 0.3921,2,3,4,6,7,8-HPCDF 63.3 --- --- 0.80 0.01 0.6331,2,3,4,7,8,9-HPCDF 4.84 --- --- 0.80 0.01 0.0484OCDF 163 --- --- 1.60 0.0003 0.0489

Total Dioxin/Furans 5,700 Total Dioxin TEQs 17.2

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Table D2-1. Dioxin/Furan Congener Analytical Data for GWWTS Sediment Characterization

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 4 of 6

AXYS Workgroup: PRL021 Locator: SS4-PGKC Sample ID: L66601-7 Collection Date: 11/15/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD 0.118 N J U 0.27 1 0.1181,2,3,7,8-PECDD 1.37 --- --- 1.34 1 1.371,2,3,4,7,8-HXCDD 1.98 --- --- 1.34 0.1 0.1981,2,3,6,7,8-HXCDD 7.57 --- --- 1.34 0.1 0.7571,2,3,7,8,9-HXCDD 5.66 --- --- 1.34 0.1 0.5661,2,3,4,6,7,8-HPCDD 326 --- --- 1.34 0.01 3.26OCDD 2820 B1 --- 2.69 0.0003 0.846

Furan2,3,7,8-TCDF 0.415 N J U 0.27 0.1 0.04151,2,3,7,8-PECDF 0.334 N J U 1.34 0.03 0.01002,3,4,7,8-PECDF 2.47 --- --- 1.34 0.3 0.7411,2,3,4,7,8-HXCDF 9.70 --- --- 1.34 0.1 0.9701,2,3,6,7,8-HXCDF 2.78 --- --- 1.34 0.1 0.2781,2,3,7,8,9-HXCDF 2.70 --- --- 1.34 0.1 0.2702,3,4,6,7,8-HXCDF 3.38 --- --- 1.34 0.1 0.3381,2,3,4,6,7,8-HPCDF 62.5 --- --- 1.34 0.01 0.6251,2,3,4,7,8,9-HPCDF 7.76 --- --- 1.34 0.01 0.0776OCDF 194 --- --- 2.69 0.0003 0.0582

Total Dioxin/Furans 3,450 Total Dioxin TEQs 10.5

AXYS Workgroup: PRL021 Locator: SS4-VCKC Sample ID: L66601-8 Collection Date: 11/18/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U J --- 0.23 1 0.2301,2,3,7,8-PECDD 1.65 N J U 1.17 1 1.651,2,3,4,7,8-HXCDD 3.50 --- --- 1.17 0.1 0.3501,2,3,6,7,8-HXCDD 19.8 --- --- 1.17 0.1 1.981,2,3,7,8,9-HXCDD 12.4 --- --- 1.17 0.1 1.241,2,3,4,6,7,8-HPCDD 985 --- --- 1.17 0.01 9.85OCDD 11060 B1 --- 2.33 0.0003 3.32

Furan2,3,7,8-TCDF 0.701 N J U 0.23 0.1 0.07011,2,3,7,8-PECDF 0.404 J --- 1.17 0.03 0.01212,3,4,7,8-PECDF 4.47 --- --- 1.17 0.3 1.341,2,3,4,7,8-HXCDF 6.98 --- --- 1.17 0.1 0.6981,2,3,6,7,8-HXCDF 3.28 --- --- 1.17 0.1 0.3281,2,3,7,8,9-HXCDF 4.92 --- --- 1.17 0.1 0.4922,3,4,6,7,8-HXCDF 3.61 --- --- 1.17 0.1 0.3611,2,3,4,6,7,8-HPCDF 88.4 --- --- 1.17 0.01 0.8841,2,3,4,7,8,9-HPCDF 6.04 --- --- 1.17 0.01 0.0604OCDF 339 --- --- 2.33 0.0003 0.102

Total Dioxin/Furans 12,500 Total Dioxin TEQs 23.0

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Table D2-1. Dioxin/Furan Congener Analytical Data for GWWTS Sediment Characterization

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 5 of 6

AXYS Workgroup: PRL021 Locator: SS5-PGKC Sample ID: L66601-9 Collection Date: 11/15/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U J --- 0.26 1 0.2601,2,3,7,8-PECDD --- U J --- 1.28 1 1.281,2,3,4,7,8-HXCDD 1.65 --- --- 1.28 0.1 0.1651,2,3,6,7,8-HXCDD 8.45 --- --- 1.28 0.1 0.8451,2,3,7,8,9-HXCDD 1.77 N J U 1.28 0.1 0.1771,2,3,4,6,7,8-HPCDD 260 --- --- 1.28 0.01 2.60OCDD 3330 B1 --- 2.56 0.0003 0.999

Furan2,3,7,8-TCDF 0.605 N J U 0.26 0.1 0.06051,2,3,7,8-PECDF --- U J --- 1.28 0.03 0.03842,3,4,7,8-PECDF 1.29 --- --- 1.28 0.3 0.3871,2,3,4,7,8-HXCDF 8.38 --- --- 1.28 0.1 0.8381,2,3,6,7,8-HXCDF 2.66 --- --- 1.28 0.1 0.2661,2,3,7,8,9-HXCDF 3.90 --- --- 1.28 0.1 0.3902,3,4,6,7,8-HXCDF 3.11 --- --- 1.28 0.1 0.3111,2,3,4,6,7,8-HPCDF 58.8 --- --- 1.28 0.01 0.5881,2,3,4,7,8,9-HPCDF 5.28 --- --- 1.28 0.01 0.0528OCDF 219 --- --- 2.56 0.0003 0.0657

Total Dioxin/Furans 3,900 Total Dioxin TEQs 9.32

AXYS Workgroup: PRL021 Locator: SS5-VCKC Sample ID: L66601-10 Collection Date: 11/18/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD 0.173 N J U 0.25 1 0.1731,2,3,7,8-PECDD 1.15 N J U 1.24 1 1.1501,2,3,4,7,8-HXCDD 1.31 --- --- 1.24 0.1 0.1311,2,3,6,7,8-HXCDD 6.14 --- --- 1.24 0.1 0.6141,2,3,7,8,9-HXCDD 2.71 --- --- 1.24 0.1 0.2711,2,3,4,6,7,8-HPCDD 236 --- --- 1.24 0.01 2.36OCDD 2370 B1 --- 2.48 0.0003 0.711

Furan2,3,7,8-TCDF 0.861 N J U 0.25 0.1 0.08611,2,3,7,8-PECDF 0.673 N J U 1.24 0.03 0.02022,3,4,7,8-PECDF 1.64 --- --- 1.24 0.3 0.4921,2,3,4,7,8-HXCDF 5.16 --- --- 1.24 0.1 0.5161,2,3,6,7,8-HXCDF 2.89 --- --- 1.24 0.1 0.2891,2,3,7,8,9-HXCDF 0.555 N J U 1.24 0.1 0.05552,3,4,6,7,8-HXCDF 5.15 --- --- 1.24 0.1 0.5151,2,3,4,6,7,8-HPCDF 41.2 --- --- 1.24 0.01 0.4121,2,3,4,7,8,9-HPCDF 3.69 --- --- 1.24 0.01 0.0369OCDF 126 --- --- 2.48 0.0003 0.0378

Total Dioxin/Furans 2,800 Total Dioxin TEQs 7.87

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Table D2-1. Dioxin/Furan Congener Analytical Data for GWWTS Sediment Characterization

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report Page 6 of 6

AXYS Workgroup: PRL021 Locator: SS6-PGKC Sample ID: L66601-11 Collection Date: 11/15/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD 0.0440 N J U 0.22 1 0.04401,2,3,7,8-PECDD 0.282 N J U 1.10 1 0.2821,2,3,4,7,8-HXCDD 2.13 --- --- 1.10 0.1 0.2131,2,3,6,7,8-HXCDD 6.72 --- --- 1.10 0.1 0.6721,2,3,7,8,9-HXCDD 3.75 --- --- 1.10 0.1 0.3751,2,3,4,6,7,8-HPCDD 218 --- --- 1.10 0.01 2.18OCDD 2260 B1 --- 2.21 0.0003 0.678

Furan2,3,7,8-TCDF 0.450 N J U 0.22 0.1 0.04501,2,3,7,8-PECDF 0.672 J --- 1.10 0.03 0.02022,3,4,7,8-PECDF 1.23 --- --- 1.10 0.3 0.3691,2,3,4,7,8-HXCDF 7.09 --- --- 1.10 0.1 0.7091,2,3,6,7,8-HXCDF 3.16 --- --- 1.10 0.1 0.3161,2,3,7,8,9-HXCDF 3.48 --- --- 1.10 0.1 0.3482,3,4,6,7,8-HXCDF 3.51 --- --- 1.10 0.1 0.3511,2,3,4,6,7,8-HPCDF 57.1 --- --- 1.10 0.01 0.5711,2,3,4,7,8,9-HPCDF 4.76 --- --- 1.10 0.01 0.0476OCDF 96.5 --- --- 2.21 0.0003 0.0290

Total Dioxin/Furans 2,670 Total Dioxin TEQs 7.25

AXYS Workgroup: PRL021 Locator: SS6-VCKC Sample ID: L66601-12 Collection Date: 11/18/2016

DRY WEIGHT

CompoundConcentration

(pg/g)Lab

QualifierValidation Qualifier

Sample Detection Limit (pg/g)

TEFTEQ Value

(ng TEQ/kg)

Dioxin2,3,7,8-TCDD --- U J --- 0.21 1 0.2101,2,3,7,8-PECDD --- U J --- 1.04 1 1.041,2,3,4,7,8-HXCDD 8.68 --- --- 1.04 0.1 0.8681,2,3,6,7,8-HXCDD 23.2 --- --- 1.04 0.1 2.321,2,3,7,8,9-HXCDD 10.2 --- --- 1.04 0.1 1.021,2,3,4,6,7,8-HPCDD 2600 --- --- 1.04 0.01 26.0OCDD 28560 --- --- 2.07 0.0003 8.57

Furan2,3,7,8-TCDF 0.834 N J U 0.21 0.1 0.08341,2,3,7,8-PECDF 0.821 N J U 1.04 0.03 0.02462,3,4,7,8-PECDF 0.170 N J U 1.04 0.3 0.05101,2,3,4,7,8-HXCDF 8.94 --- --- 1.04 0.1 0.8941,2,3,6,7,8-HXCDF 2.68 --- --- 1.04 0.1 0.2681,2,3,7,8,9-HXCDF 2.13 --- --- 1.04 0.1 0.2132,3,4,6,7,8-HXCDF 10.3 --- --- 1.04 0.1 1.031,2,3,4,6,7,8-HPCDF 121 --- --- 1.04 0.01 1.211,2,3,4,7,8,9-HPCDF 4.34 --- --- 1.04 0.01 0.0434OCDF 364 --- --- 2.07 0.0003 0.109

Total Dioxin/Furans 31,700 Total Dioxin TEQs 44.0

B1 - detected in method blank; U - not detected; J - estimated valueTEF - Toxicity Equivalent Factor; TEQ - toxicity equivalentsN - Did not meet all parameter identification criteria. Value is estimated maximum potential concentration and was requalified as non-detect.

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix D: Data Validation

(Parts 1 and 2)

Page 83: your.kingcounty.gov · Acknowledgements Personnel from several entities assisted in the sampling efforts for this project. The soil core was sampled with help from Mark Endo (CH2M

Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Part 1 Data Validation Memorandum for

King County Environmental Laboratory Data

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GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo 1

Technical Memorandum Date: March 6, 2017 To: Jim Sussex, King County Wastewater Treatment Division From: Carly Greyell, Toxicology and Contaminant Assessment Group, King County Water

and Land Resources Division Subject: Data Validation Review - Georgetown Wet Weather Treatment Station Excavated

Material and Sediment Characterization

This technical memorandum summarizes a data validation review performed on one soil and 14 sediment samples. Sediment samples were collected on November 15 and 18, 2016 and consisted of two core samples at depths of 0 to 8 feet and 0 to 13 feet, six shallow core samples at depths 0 to 2 feet, and six grab samples at depths of 0 to 10 centimeters,. One soil core sample was collected on December 20, 2016. Per the Quality Assurance Project Plan (QAPP; Herrera 2016), the 15 samples were analyzed for the following analyses: particle size distribution (PSD), total solids, mercury, and other metals, base/neutral/acid extractable semi-volatile compounds (SVOCs), and polychlorinated biphenyls (PCBs) as Aroclors. The 14 sediment samples were also analyzed for total organic carbon (TOC). The three deeper core samples were also analyzed for hydrocarbons and chloride. Chloride analysis was not specified in the QAPP, but was added at the request of project engineers. Sample collection was managed by Herrera Environmental Consultants with assistance from King County’s Field Science Unit (FSU), Cascade Drilling, and Gravity Consulting LLC. The chemical analyses were performed by the King County Environmental Laboratory (KCEL).

1.0 Introduction

This data validation review has been based, in part, on guidance found in USEPA Contract Laboratory Program National Functional Guidelines for Superfund Organic Methods Data Review (EPA 2016a) and USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Superfund Data Review (EPA 2016b), as well as the project QAPP (Herrera 2016). Materials reviewed included Batch Reports and Analytical Quality Control (QC) Reports downloaded from the King County Laboratory Information Management System (LIMS) database are included in this memorandum as Attachment A. Also reviewed were data anomaly forms (DAFs), which are available upon request. The QC parameters reviewed during this data validation include; holding time, method blanks, spike blanks, matrix spikes, matrix spike duplicates, laboratory control samples, laboratory control sample duplicates, standard

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reference materials, standard reference material duplicates, laboratory replicates, and surrogates, which are described below. 1.1 Holding Time The analytical holding time is a method-specific timeframe, during which sample preparation and analysis should occur to provide valid data. All samples should be analyzed within this prescribed holding time. 1.2 Method Blank A method blank is an aliquot of clean reference matrix that is generally processed through the entire analytical procedure. Analysis of the method blank is used to evaluate the levels of contamination that might be associated with the processing and analysis of samples. All method blank results should be less than the method detection limit (MDL). Method blanks were included with all analyses except PSD. 1.3 Spike Blank A spike blank is an aliquot of the clean reference matrix used for the method blank, to which a known concentration of target analyte(s) has been added. The spiked aliquot is processed through the entire analytical procedure. Analysis of the spike blank is used as an indicator of method accuracy. Spike blanks were used as part of the QC regimen for TOC, chloride, metals, and organic compound analyses. A spike blank duplicate was included for one hydrocarbon workgroup to evaluate method precision. Spike blanks are not addressed in the National Functional Guidelines; however, King County has method-defined or empirically-derived control limits for spike blank analytes, which are shown on the attached QC reports. Spike blank results should be within these control limits. 1.4 Matrix Spike A matrix spike is a sample aliquot fortified with a known concentration of a target analyte(s). The spiked sample is processed through the entire analytical procedure. Analysis of the matrix spike is used as an indicator of sample matrix effect on the recovery of target analyte(s). Matrix spikes were used as part of the QC regimen for TOC, metals, SVOC, and PCB analyses. A matrix spike was also included for one chloride workgroup. Control limits for most organic analytes are not addressed in the National Functional Guidelines (EPA 2016b); however, King County has program-defined or empirically-derived control limits for percent recoveries of these matrix spike analytes, which are shown on the attached QC reports. Matrix spike recoveries should be within these control limits. Matrix spike recoveries for metals are addressed in the National Functional Guidelines and should be within 75 to 125% (EPA 2016a). 1.5 Matrix Spike Duplicate A matrix spike duplicate is a second sample aliquot fortified with a known concentration of a target analyte(s). The spiked sample is processed through the entire analytical procedure. Matrix spike duplicates were analyzed as part of the QC regimen for mercury, SVOC, and PCB analyses. Analysis of the matrix spike duplicate is used as an additional indicator of sample matrix effect on the recovery of target analyte(s) as well as an indicator of method precision. The relative percent difference (RPD) between matrix spike and matrix spike duplicate results

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for most trace organic analytes are not addressed in the National Functional Guidelines (EPA 2016b); however, King County uses program-defined control limits for this QC analysis, which are shown on the attached QC reports. The RPD for matrix spike/matrix spike duplicate results should be less than 20% for mercury analysis (EPA 2016a). 1.6 Laboratory Control Sample and Standard Reference Material A laboratory control sample is a sample of known analyte concentration(s) that is prepared in the laboratory from a separate source of analyte(s) relative to the calibration standards. Since the laboratory control sample analysis should follow the entire analytical process, it should be stored and prepared following the same procedures as a field sample. A standard reference material is a commercially-prepared laboratory control sample. Analysis of a laboratory control sample or standard reference material is used as an indicator of method accuracy and long-term analytical precision. Laboratory control sample and/or standard reference material analysis was used as part of the QC regimen for TOC, chloride, metals and SVOC analyses. Percent recoveries for laboratory control samples/standard reference materials for trace metals analysis are addressed in National Functional Guidelines, which recommends results should be within control limits of 80 to 120% (EPA 2016a). King County, however, also has empirically-derived control limits for selected trace metals, which are shown on the attached QC reports. Control limits of 80 to 120% were also used for the chloride laboratory control sample. King County has empirically-derived control limits for trace organic SRM recoveries. For some methods, a duplicate laboratory control sample or standard reference material was tested to evaluate method precision. 1.7 Laboratory Replicate (Duplicate or Triplicate) A laboratory replicate is a second (duplicate) or third (triplicate) aliquot of a sample, processed concurrently and in an identical manner with the original sample. Analysis of a laboratory replicate is used as an indicator of method precision and laboratory subsampling procedures. The laboratory replicate can also be used to provide information regarding the homogeneity of the sample matrix. QC results are reported as either a RPD between the sample and laboratory duplicate results or percent relative standard deviation (RSD) between the sample and laboratory triplicate results. Laboratory duplicates were included for mercury, other metals, SVOC, PCB, and hydrocarbon analyses. The RPD for mercury and other metals should be below 20% (EPA 2016a). The QC control limits for organics RPDs are not addressed in the National Functional Guidelines, but King County used RPD control limits of 35% for these analyses. Laboratory triplicates were included for PSD, total solids, TOC, and chloride analyses; however, control limits for conventional analyses are not addressed under the National Functional Guidelines. King County uses RSD control limits of 35% for PSD, total solids, chloride, and TOC analyses. The RSD for laboratory triplicate results should be below these control limits. 1.8 Surrogates A surrogate is a known concentration of non-target analyte which is added to each sample (both analytical and QC samples) prior to extraction and analysis for SVOCs, PCBs, and hydrocarbons. Surrogate recovery is used as a sample-specific indication of method or matrix bias for target analytes. The surrogate is selected to behave in a similar manner to the target

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analytes. The King County Environmental Laboratory used two surrogates, decachlorobiphenyl and 2,4,5,6-tetrachloro-m-xylene during PCB analyses. National Functional Guidelines provides control limits for percent recoveries of these surrogate compounds and King County has empirically-derived control limits as well, which are shown in Table 1-1. Surrogate recoveries should be within these control limits.

Table 1-1 Surrogate Recovery QC Limits for PCB Analysis

Compound

King County Environmental Lab Recovery Limits

National Functional Guidelines Quality Control Recovery Limits

2,4,5,6-Tetrachloro-m-xylene 22 – 113 30 – 150 Decachlorobiphenyl 51 – 115 30 – 150

The King County Environmental Laboratory used seven surrogates during analysis of SVOCs, 2,4,6-tribromophenol, 2-fluorobiphenyl, 2-fluorophenol, d14-terphenyl, d4-2-chlorophenol, d5-nitrobenzene, and d5-phenol. A few of these surrogates included in the National Functional Guidelines, but also King County has empirically-derived laboratory QC control limits (Table 1-2).

Table 1-2 Surrogate Recovery QC Limits for SVOC Analysis

Compound King County Environmental Lab Recovery Limits

National Functional Guidelines Quality Control Recovery Limits

2,4,6-tribromophenol 20-150 Not included 2-fluorobiphenyl 22-135 Not included 2-fluorophenol 20-120 Not included d14-terphenyl 45-150 Not included d4-2-chlorophenol 13-101 13-101 d5-nitrobenzene 16-103 16-103 d5-phenol 20-119 17-103

1.9 Sample Inventory Table 1-3 lists the 15 samples and the analyses performed for each sample that are included in this data validation memo. Sample L66600-1 is the soil sample; all other samples are sediment samples.

Table 1-3 Sample Inventory and Analyses Performed

Sample Locator (Depth) PSD Solids TOC Chloride Mercury Metals SVOC PCBs Hydro-carbons

L66600-1 C1-PP (0 to 20 ft)

L66600-2 C2-VCL (0 to 13 ft) L66600-3 C3-VCL (0 to 8 ft) L66601-1 SS1-PG (0 to 10 cm) L66601-2 SS1-VC (0 to 2ft) L66601-3 SS2-PG (0 to 10 cm) L66601-4 SS2-VC (0 to 2ft)

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Sample Locator (Depth) PSD Solids TOC Chloride Mercury Metals SVOC PCBs Hydro-carbons

L66601-5 SS3-PG (0 to 10 cm) L66601-6 SS3-VC (0 to 2ft) L66601-7 SS4-PG (0 to 10 cm) L66601-8 SS4-VC (0 to 2ft) L66601-9 SS5-PG (0 to 10 cm) L66601-10 SS5-VC (0 to 2ft) L66601-11 SS6-PG (0 to 10 cm) L66601-12 SS6-VC (0 to 2ft)

2.0 Conventional Analyses

Conventional analyses included PSD, total solids, and TOC. 2.1 Particle Size Distribution PSD analysis was performed by a combination of sieve and hydrometer methods following ASTM Method D422 (ASTM 2002). Associated QC samples included laboratory triplicates (LT). All samples were analyzed in one workgroup as shown in Table 2-1.

Table 2-1

PSD Workgroups and QC Samples Workgroup Samples LT

WG149420 L66600-1 through -3; L66601-1 through -12

2.1.1 Holding Time All samples were analyzed within the prescribed 6-month holding time. 2.1.2 Laboratory Triplicates There were two laboratory triplicates associated with this workgroup. For one, the RSD between the results for the silt fraction exceeded the 20% QC limit, at 50%. Silt contributed less than 10% of the mass in this sample, which could have contributed to this result. While the QAPP did not require laboratory replicates for this sample, this information may still be valuable to the project manager. The associated detected results in the sample on which the laboratory triplicate was performed, L66600-3, should be qualified with a “J” flag and considered estimated with unknown bias.

All other RSD values were below the 20% QC limit for laboratory triplicate results greater than the reporting detection limit (RDL). 2.2 Total Solids Total (percent) solids analysis was performed using a gravimetric determination following Standard Method SM2540-G (APHA 1998). The samples were analyzed in three workgroups as shown in Table 2-2. Associated QC samples included method blanks (MB) and laboratory triplicates.

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Table 2-2 Total Solids Workgroups and QC Samples

Workgroup Samples MB LT WG149034 L66601-1, -3, -5, -7, -9, and -11 WG149110 L66600-2 and -3; L66601-2, -4, -6, -8, -10, and -12 WG149577 L66600-1

2.2.1 Holding Time All samples were analyzed within the prescribed 6-month holding time. 2.2.2 Method Blank All total solids method blank results were less than the MDL, indicating that laboratory contamination was not an issue during analysis for this workgroup. 2.2.3 Laboratory Triplicate All RSDs between total solids laboratory triplicate results were below the 20% QC limit, ranging from 0 to 1%. 2.3 Total Organic Carbon TOC analysis was performed using high-temperature combustion and infrared spectroscopy following EPA Method 9060 – SW846 (EPA 2007). All samples were analyzed in one workgroup as shown in Table 2-3. Associated QC samples included method blanks, a spike blank (SB), a matrix spike (MS), a laboratory triplicate, and laboratory control samples (LCS).

Table 2-3 Total Organic Carbon Workgroups and QC Samples

Workgroup Samples MB SB MS LT LCS WG149427 L66601-1 through -12

2.3.1 Holding Time All samples were analyzed within the prescribed 6-month holding time. 2.3.2 Method Blank TOC results in the method blanks were all less than the MDL, indicating that laboratory contamination was not an issue during analysis for this workgroup. 2.3.3 Spike Blank The TOC spike blank recovery was within the 80 to 120% QC limits, at 101%. 2.3.4 Matrix Spike The TOC matrix spike recoveries were within the 75 to 125% QC limits, at 105%. 2.3.5 Laboratory Triplicate The RSD between the results for TOC exceeded the 20% QC limit, at 26%. The associated results in the sample on which the laboratory triplicate was performed, L66601-2, should be qualified with a “J” flag and considered estimated with unknown bias.

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2.3.6 Laboratory Control Sample All TOC recoveries for the LCS samples were within the 80 to 120% QC limits, ranging from 105 to 110%. 2.4 Chloride Chloride analysis was performed using ion chromatography with chemical suppression of eluent conductivity following Standard Method SM4110B (APHA et al. 2012). All samples were analyzed in two workgroups as shown in Table 2-4. Associated QC samples included method blanks, spike blanks (SB), a matrix spike (MS), laboratory triplicates, and laboratory control samples (LCS).

Table 2-4 Chloride Workgroups and QC Samples

Workgroup Samples MB SB MS LT LCS WG149296 L66600-2 and -3 WG149749 L66600-1

2.3.1 Holding Time All samples were analyzed within the prescribed 28-day holding time. 2.3.2 Method Blank Chloride results in the method blanks were all less than the MDL, indicating that laboratory contamination was not an issue during analysis in these workgroups. 2.3.3 Spike Blank All chloride spike blank recoveries were within the 80 to 120% QC limits, at 88% and 106%. 2.3.4 Matrix Spike The chloride matrix spike recovery was within the 70 to 130% QC limits, at 101%. 2.3.5 Laboratory Triplicate All RSDs between the laboratory triplicate results for chloride were within the 25% QC limit, at 4% and 0%. 2.3.6 Laboratory Control Sample All chloride recoveries for the LCS samples were within the 80 to 120% QC limits, at 102% and 95%.

3.0 Trace Metals Analyses

Trace metals analyses included mercury, arsenic, cadmium, chromium, lead, and silver for all samples. For some samples barium, copper, selenium, and/or zinc were included. 3.1 Mercury Mercury analysis was performed by cold-vapor atomic absorption spectroscopy (CVAA) following EPA Method 7471B – SW846 (EPA 2007). The samples were analyzed in three

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workgroups as shown in Table 3-1. Associated QC samples included method blanks, spike blanks, matrix spikes, matrix spike duplicates, laboratory duplicates and either laboratory control samples (LCS) or standard reference material samples (SRM) analyzed in duplicate. Workgroups WG149316 and WG149619 did not include laboratory duplicates, but the matrix spike and matrix spike duplicate may be used to assess precision.

Table 3-1 Mercury Workgroups and QC Samples

Workgroup Samples MB SB MS/MSD LD LCS/LCSD SRM/SRMD WG149316 L66600-2 and -3 WG149358 L66601-1 through -12 WG149619 L66600-1

3.1.1 Holding Time All samples were digested and analyzed within the prescribed 28-day holding time. 3.1.2 Method Blank All mercury method blank results were less than the MDL, indicating that laboratory contamination was not an issue during analysis of the samples included in these workgroups. 3.1.3 Spike Blank All mercury spike blank recoveries were within 85 to 115% QC limits, ranging from 100 to 101%. 3.1.4 Matrix Spike and Matrix Spike Duplicate Mercury recoveries in the matrix spikes and matrix spike duplicates associated with all workgroups were within the 75 to 125% QC limits, ranging from 77 to 109%. The RPDs between all other matrix spike and matrix spike duplicate results were less than the 20% QC limit, ranging from 0 to 11%. 3.1.5 Laboratory Duplicate Only one workgroup included a laboratory duplicate, and the sample and laboratory duplicate results were both below the RDL. The RPD between these results was 25%, which exceeds the QC limit of 20%, but these results should be considered estimates, because they are below the RDL. Therefore, no data qualification was performed based on these results. For all workgroups, matrix spike and matrix spike duplicate were performed and serve as the evaluation of precision for mercury (Section 3.1.4). 3.1.6 Laboratory Control Samples and Standard Reference Material Samples Laboratory control samples and standard reference material samples were analyzed in duplicate. The mercury laboratory control sample recoveries were within the 73 to 130%, ranging from 94 to 109%. The mercury standard reference material sample recoveries were within the 80 to 120% QC limits, at 98% and 113%. RPDs between the duplicate results were all within the 20% QC limit, ranging from 11 to 15%.

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3.2 ICP Metals Metals analysis was performed by inductively-coupled plasma (ICP) following EPA Method 3050B/6010C – SW846 (EPA 2007). The samples were analyzed in two workgroups as shown in Table 3-2. Target analytes in workgroup WG149540 included arsenic, cadmium, chromium, copper, lead, silver, and zinc. Target analytes in workgroup WG149569 included arsenic, barium, cadmium, chromium, lead, selenium, and silver. Associated QC samples included method blanks, spike blanks, matrix spikes, laboratory duplicates and laboratory control samples (in duplicate). Workgroup WG149540 also included a standard reference material sample.

Table 3-2 Total ICP Metals Workgroups and QC Samples

Workgroup Samples MB SB MS LD LCS/LCSD SRM WG149540 L66601-1 through -12 WG149569 L66600-1 through -3 3.2.1 Holding Time All samples were digested and analyzed within the prescribed 2-year holding time. 3.2.2 Method Blank Results for all target metals in the method blanks associated with all workgroups were less than the MDL, indicating that laboratory contamination was not an issue during analysis of the samples included in these workgroups. 3.2.3 Spike Blank Spike blank recoveries for all target metals in all workgroups were within the 85 to 115% laboratory QC limits, ranging from 90 to 102%. 3.2.4 Matrix Spike Matrix spike recoveries for all target metals were within the QC limits of 75 to 125%, ranging from 90 to 107%. 3.2.5 Laboratory Duplicate The RPDs between all laboratory duplicate results that were greater than the RDL were within the 20% QC limit, ranging from 0 to 17%. 3.2.6 Laboratory Control Sample and Standard Reference Material Sample Laboratory control samples were analyzed in duplicate for each workgroup, and one workgroup also included a standard reference material sample. Recoveries for all target metals in each laboratory control sample were within the empirically-derived laboratory QC limits shown on the attached QC report. The RPD between the results were within than the 20% QC limit, ranging from 0 to 10%.

The standard reference material sample in workgroup WG149540 had a chromium recovery of 48%, which was below the lower QC limit of 80%. However, systematic accuracy issues are not suggested because the recoveries for chromium were within the QC ranges for the laboratory

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control sample and laboratory control sample duplicate in this workgroup. All other standard reference material sample recoveries were within the QC limits of 80 to 120%. No qualifications are recommended based on standard reference material sample results.

4.0 Trace Organics Analyses Trace organics analyses included SVOCs, PCBs as Aroclors, and hydrocarbons.

4.1 SVOCs SVOC analysis was performed by gas chromatography/mass spectroscopy (GC/MS) following EPA Methods 3550B/8270D – SW846 (EPA 2007). The samples were analyzed in two workgroups as shown in Table 4-1. Target analytes included 38 compounds for workgroup WG149550 and 70 compounds for workgroup WG149551. These compounds are shown on the attached LIMS analytical QC report. Associated QC samples in each workgroup included a method blank, a spike blank, a matrix spike run in duplicate, a laboratory duplicate, and surrogates. Only workgroup WG149550 included a standard reference material (run in duplicate) as required by the QAPP.

Table 4-1

SVOCs Workgroups and QC Samples Workgroup Samples MB SB MS/MSD SRM/SRMD LD Surrogates WG149550 L66601-1 through -12 WG149551 L66600-1 through -3

4.1.1 Holding Time All samples were extracted and analyzed within the prescribed frozen holding time of 1 year until extraction and, then, 40 days to analysis. 4.1.2 Method Blank Results for all SVOC compounds in both method blanks were all less than the MDL. 4.1.3 Spike Blank The recoveries of 0% and 11% for benzoic acid in the spike blanks associated with workgroups WG149550 and WG149551, respectively, were below the 20% lower QC limit. However, benzoic acid is a known poor performer in the spike blank for solid matrices. Since the benzoic acid recoveries in the matrix spikes and matrix spike duplicates were within QC limits, no qualifications are recommended for benzoic acid.

The recovery of 10% for 2,4-dimethylphenol in the spike blank associated with workgroup WG149550 was below the 20% lower QC limit. Since the recoveries of 2,4-dimethyphenol are within QC limits for the matrix spike and matrix spike duplicate associated with this workgroup, there is uncertainty as to whether there is systematic low bias for this compound. 2,4-dimethylphenol was not detected in the samples associated with this workgroup, and therefore, it is recommended the results be qualified with “UJ” flags and considered estimated non-detects with potentially low bias.

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The recoveries of dimethyl phthalate and diethyl phthalate in the spike blank associated with workgroup WG149550 were below their respective lower QC limits. Additionally, recoveries of these compounds in the matrix spike and matrix spike duplicate were also below the lower QC limits. Dimethyl phthalate and diethyl phthalate were not detected in the samples associated with this workgroup, and the results should therefore be qualified with “UJ” flags and considered estimated non-detects with low bias.

The recoveries of n-nitrosodimethylamine, 2-nitrophenol, 2,4,6-trichlorophenol, 2-chloronaphthalene, and 4-chlorophenyl phenyl ranged from 1 to 10% below their respective lower QC limits in the spike blank associated with WG149551. Since the recoveries of these compounds are within QC limits for the matrix spike and matrix spike duplicate associated with this workgroup, there is uncertainty as to whether there is systematic low bias for these compounds. None of these compounds were detected in the samples associated with this workgroup, and therefore, it is recommended the results be qualified with “UJ” flags and considered estimated non-detects with potentially low bias.

The 130% recovery of di-n-octyl phthalate in the spike blank associated with workgroup WG149551 exceeded the upper QC limit of 116%, suggesting high bias. However, this compound was not detected in any of the samples associated with this workgroup, and so no qualifications are recommended for di-n-octyl phthalate based on the spike blank results.

The recoveries of 1,2-dichlorobenzene, 1,3-dichlorobenzene, and 1,4-dichlorobenzene in the spike blank associated with WG149551 were below the lower QC limits. The recoveries of these compounds were also below the lower QC limits in the matrix spike and matrix spike duplicate associated with this workgroup. These compounds were not detected in the samples associated with this workgroup; therefore, all results for these compounds in this workgroup should be qualified with “UJ” flags and considered estimated non-detects with low bias.

All other spike blank recoveries were within their respective empirically-derived QC limits. 4.1.4 Matrix Spike and Matrix Spike Duplicate As mentioned in 4.1.3, recoveries of dimethyl phthalate and diethyl phthalate in both the matrix spike and matrix spike duplicate associated with workgroup WG149550 were below their respective lower QC limits. Since the spike blank recoveries for these compounds were also below the lower QC limits, all samples associated with this workgroup may be affected by poor accuracy with a low bias. These compounds were not detected in the samples associated with this workgroup and so the results should be qualified with “UJ” flags and considered estimated non-detects with low bias. Also mentioned in 4.1.3, recoveries of 1,2-dichlorobenzene, 1,3-dichlorobenzene, and 1,4-dichlorobenzene in both the matrix spike and matrix spike duplicate associated with workgroup WG149551 were below their respective lower QC limits. Since the spike blank recoveries for these compounds were also below the lower QC limits, all samples associated with this workgroup may be affected by poor accuracy with a low bias. These compounds were not

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detected in the samples associated with this workgroup and so the results should be qualified with “UJ” flags and considered estimated non-detects with low bias.

The 15% recovery for 4-chloroaniline in the matrix spike duplicate associated with workgroup WG149551 was below the lower QC limit of 20%. While the matrix spike recovery was within QC limits at 21%, the average between the two recoveries is below the QC limit. This suggests potential low bias for the 4-chloroaniline result in the sample on which the matrix spike was performed (L66600-2). Since the recovery for 4-chrloroaniline was within QC limits in the spike blank, only the results for sample L66600-2 are likely affected. 4-chloroaniline was not detected in this sample and so the result should be qualified with a “UJ” flag and considered an estimated non-detect with potentially low bias.

All other matrix spike and matrix spike duplicate recoveries were within their respective empirically-derived QC limits. The RPDs between all duplicate results were within the 35% QC limit, ranging from 0 to 30%. 4.1.5 Standard Reference Material and Standard Reference Material Duplicate The standard reference material analyzed in workgroup WG149550 included a partial list of target analytes – a total of 10 polycyclic aromatic hydrocarbons (PAHs). This standard reference material sample was analyzed in duplicate. All standard reference material recoveries were within their respective empirically-derived QC limits. RPDs between all duplicate results were within the 35% QC limit, ranging from 1 to 8%. 4.1.6 Laboratory Duplicate In workgroup WG149550, the RPDs between the sample and laboratory duplicate results for six PAHs (anthracene, benzo[g,h,i]perylene, fluoranthene, indeno[1,2,3-Cd]pyrene, phenanthrene, and pyrene) exceeded the QC limit of 35%, ranging from 54 to 76%. This indicates potential sample heterogeneity, resulting in unacceptable precision for analyzing these compounds in this sample. The results for these PAHs in the sample on which the laboratory duplicate was performed should be qualified with “J” flags and considered estimates with unknown bias. In workgroup WG149551, the RPDs between the sample and laboratory duplicate result for bis(2-ethylhexyl)phthalate exceeded the QC limit of 35% at 72%. This indicates potentially sample heterogeneity resulting in unacceptable precision for analyzing this compound in this sample. The result for bis(2-ethylhexyl)phthalate in the sample on which the laboratory duplicate was performed (L66600-3) should be qualified with a “J” flag and considered an estimate with unknown bias. All other RPDs between sample and laboratory duplicate results detected at concentrations greater than the RDL were within the 35% QC limit, ranging from 2 to 31%. 4.1.7 Surrogates All surrogate recoveries in both workgroups were within the empirically-derived QC limits, indicating acceptable accuracy in SVOC analysis of the environmental and QC samples.

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4.2 PCBs PCB Aroclors were analyzed by gas chromatography with electron capture detector (GC/ECD), following EPA Method 3550B/8082A – SW846 (EPA 2007). The samples were analyzed in one workgroup as shown in Table 4-2. Associated QC samples included a method blank, spike blank, matrix spike, matrix spike duplicate, laboratory duplicate, and surrogates. The QAPP-specified standard reference material sample was not analyzed for this workgroup, because it was not available at the time of analysis. The spike blank and matrix spike results can be used to assess accuracy.

Table 4-2 PCBs Workgroups and QC Samples

Workgroup Samples MB SB MS/MSD LD Surrogates WG149580 L66600-1 through -3; L66601-1 through -12

4.2.1 Holding Time All samples were extracted and analyzed within the prescribed frozen holding time of 1 year until extraction and, then, 40 days to analysis. 4.2.2 Method Blanks Results for all seven Aroclors in the method blank were less than the MDL, indicating that laboratory contamination was not an issue during analysis of the samples included in these workgroups. 4.2.3 Spike Blank Two Aroclors, 1242 and 1260, were used in the spike blank as well as matrix spikes (see Section 4.2.4). Recoveries for both Aroclors were within the empirically-derived QC limits for the spike blanks associated with this workgroup. 4.2.4 Matrix Spikes and Matrix Spike Duplicates The matrix spike and matrix spike duplicate recoveries for Aroclor 1242 vastly exceeded the upper QC limit of 100%, at 389% and 344%. The 12% RPD between the recoveries was within the QC limit of 35%. A DAF explains how the presence of Aroclor 1248 in the sample on which the matrix spike was performed (L66601-5) interfered with quantifying Aroclor 1242, because the same PCB congeners are used to quantify both Aroclors. The observed congener pattern most closely matched the known pattern of Aroclor 1248, and so the total concentration was reported as Aroclor 1248, even though it likely represents a mixture of Aroclors 1242 and 12481. This means that Aroclor 1242 was reported as less than the MDL in this sample, even though it was likely present in the sample. This likely contributed to the elevated recoveries observed in the matrix spike and matrix spike duplicate. The result for Aroclor 1242 in sample L66601-5 should be qualified with a “UJ” flag and considered an estimated non-detect with low bias. The result for Aroclor 1248 in this sample should be qualified with a “J” flag and considered estimated with high bias. The summed total Aroclor concentration should be

1 If the Aroclors are weathered in the sediments, this pattern will not match as well to the parent Aroclor pattern. This can also contribute to challenges in identification of Aroclor pattern present.

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GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo 14

qualified with a “J” flag and considered an estimate due to the uncertainty in quantifying the components.

The spiked concentration of 66.7 µg/kg for Aroclor 1260 in the workgroup’s matrix spike and matrix spike duplicate was insufficient to assess accuracy. This is because the concentration in the sample on which the matrix spikes were performed was 254 µg/kg. The acceptable recovery of Aroclor 1260 in the spike blank suggests there were no systematic issues with accuracy for 1260. The 2% RPD between the recoveries was within the QC limit of 35%, indicating acceptable precision. No qualifications are recommended for the Aroclor 1260 results in the sample on which the matrix spike and matrix spike duplicate were performed (L66601-2). 4.2.5 Laboratory Duplicate The RPDs between the laboratory duplicate results exceeded the 35% QC limit for Aroclors 1248 and 1254, at 100% and 39%. This suggests unacceptable precision in analyzing Aroclors 1248 and 1254 in the sample on which the laboratory duplicate was performed (L66601-5), potentially due to sample heterogeneity. The results for Aroclors 1248 and 1254 in this sample should be qualified with “J” flags and considered estimated with unknown bias. The RPDs between results for the other Aroclors were within the 35% QC limits. 4.2.6 Surrogates The 35% recovery for decachlorobiphenyl in sample L66601-8 was below the KCEL lower laboratory empirically-derived QC limit of 51%; however it is within the QC limits recommended in the National Functional Guidelines (30 to 150%; EPA 2016b). Recoveries for both surrogates in all other environmental and QC samples were within the empirically-derived laboratory QC limits, and the National Functional Guidelines QC limits (EPA 2016b). 4.2.7 Other QC Concerns The congener pattern of both Aroclor 1242 and 1248 were observed in several samples: L66600-3 and L66601-1 through -12. As described in Section 4.2.4, the laboratory is unable to quantify Aroclor 1248 and 1242 separately in the same sample and so the total concentration was reported as Aroclor 1248, which was the best match for the observed congener pattern. The results for Aroclor 1242 in these samples should be qualified with “UJ” flags and considered estimated non-detects with low bias. The results for Aroclor 1248 in these samples should be qualified with “J” flags and considered estimated with high bias, unless unknown bias was indicated by other QC samples (i.e., L66601-5). The summed total Aroclor concentration should be qualified with a “J” flag and considered an estimate due to the uncertainty in quantifying the components. 4.3 Petroleum Hydrocarbons Petroleum hydrocarbons were analyzed by gas chromatography with flame ionization detection (GC/FID), following Washington State Department of Ecology Analytical Methods for these compounds (Ecology 1997). The samples were analyzed in four workgroups, two for gasoline-range organics (NWTPH-Gx) and two for diesel- and lube oil-range hydrocarbons (NWTPH-Dx), as shown in Table 4-3. Associated QC samples included a method blank, spike blank, laboratory

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GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo 15

duplicate, and surrogates. In one workgroup (WG149554) the spike blank was analyzed in duplicate.

Table 4-3 Hydrocarbon Workgroups and QC Samples

Workgroup Samples MB SB SBD LD Surrogates WG149070 L66600-2 and -3 (NWTPH-Gx) WG149103 L66600-2 and -3 (NWTPH-Dx) WG149554 L66600-1 (NWTPH-Gx) WG149608 L66600-1 (NWTPH-Dx) 4.3.1 Holding Time All samples were extracted analyzed within the prescribed frozen holding time of 1 year until extraction and, then, 40 days to analysis. 4.3.2 Method Blanks Results for all petroleum hydrocarbons in the method blanks were less than the MDL, indicating that laboratory contamination was not an issue during analysis of the samples included in this workgroup. 4.3.3 Spike Blank and Spike Blank Duplicate All spike blank and spike blank duplicate recoveries were within the QC limits of 50 to 150%, ranging from 61 to 100%. The 3% RPD between the duplicate results in WG149554 was within the 35% QC limit. 4.3.4 Laboratory Duplicates The 66% RPD between the laboratory duplicate results for lube oil-range hydrocarbons in workgroup WG149608 exceeded the 35% QC limit. This indicates precision issues for lube oil-range hydrocarbons in the sample on which the laboratory duplicate was performed (L66600-1), which could indicate sample heterogeneity. The lube oil-range hydrocarbon results in this sample should be qualified with a “J” flag and considered estimated with unknown bias.

All other RPDs between laboratory duplicate results were within the 35% QC limit. 4.3.5 Surrogates Recoveries for both surrogates in all analytical samples and the QC samples were within the empirically-derived laboratory QC limits of 50 to 150%, ranging from 81 to 106%.

5.0 Data Usability As a general data reporting format, sample results that are reported as “<MDL” by King County should be assigned a “U” flag in all cases. Sample results that are reported as “less than or equal to the reporting detection limit” (<RDL, RDL) should be assigned a “J” flag and considered estimated in all cases. All other analytical results may be used without qualification with the exception of the results presented in Table 1 at the end of this memorandum. LIMS Batch and QC reports are provided as Attachment A.

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GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo 16

6.0 References

APHA. 1998. Standard Methods for the Examination of Water and Wastewater, 20th Edition. American Public Health Association. Washington, D.C.

APHA, AWWA, and WEF. 2012. Standard Methods for the Examination of Water and Wastewater. 22nd edition. Edited by A.E. Greenberg, American Public Health Association; A.D. Eaton, American Water Works Association; and L.S. Clesceri, Water Environment Federation.

ASTM. 2002. Standard Test Method for Particle-Size Analysis of Soils D422-63(2002). American

Society for Testing and Materials. West Conshohocken, Pennsylvania.

Ecology. 1997. Analytical Methods for Petroleum Hydrocarbons. Prepared by Washington State Department of Ecology, Toxics Cleanup Program and the Ecology Environmental Laboratory. Olympia, WA. Publication No. ECY 97-602.

EPA. 2007. Test Methods for Evaluating Solid Waste. Laboratory Manual – Physical/Chemical Methods, SW-846, 3rd Edition, Update IVB. USEPA, Office of Solid Waste and Emergency Response. Washington, D.C.

EPA. 2016a. National Functional Guidelines for Inorganic Superfund Methods Data Review. OLEM 9355.0-133, USEPA-540-R-2016-001. United States Environmental Protection Agency. Washington, D.C. September 2016.

EPA. 2016b. National Functional Guidelines for Superfund Organic Methods Data Review. OLEM 9355.0-134, USEPA-540-R-2016-002. United States Environmental Protection Agency. Washington, D.C. September 2016.

Herrera. 2016. Excavated Material and Sediment Characterization Quality Assurance Project Plan: Georgetown Wet Weather Treatment Station. Prepared for King County Wastewater Treatment Division, Seattle, WA. Prepared by Herrera Environmental Consultants, Inc., Seattle, WA. August 19, 2016.

• • •

Should you have questions regarding any of the information contained in this data validation memorandum, please don’t hesitate to contact me. Sincerely, Carly Greyell King County, Science and Technical Support Section, Toxicology and Contaminant Assessment Group 206-477-4703 [email protected]

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Table 1. Georgetown Wet Weather Treatment Station: Soil and Sediment Characterization - Data Validation Flags and Bias Notation

GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo

Workgroup Locator Collect Date Sample ID Total Solids Parameter UnitsDetected Conc. Lab Qual

DV Value DV Flag Bias MDL RDL

WG149420 C3-VCL 11/18/16 L66600-3 81.2 Fines % 4.9 J 4.9 J unknown 0.6 1.2WG149420 C3-VCL 11/18/16 L66600-3 81.2 Silt % 1.8 J 1.8 J unknown 0.6 1.2WG149427 SS1-VC 11/18/16 L66601-2 72.8 Total Organic Carbon mg/Kg ww 3990 3990 J unknown 1200 2400WG149550 SS1-PG 11/15/16 L66601-1 37.6 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS5-VC 11/18/16 L66601-10 49.1 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS6-PG 11/15/16 L66601-11 52.2 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS6-VC 11/18/16 L66601-12 61.6 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS1-VC 11/18/16 L66601-2 72.8 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS2-PG 11/15/16 L66601-3 66.9 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS2-VC 11/18/16 L66601-4 76.4 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS3-VC 11/18/16 L66601-6 66.4 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS4-PG 11/15/16 L66601-7 46 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS4-VC 11/18/16 L66601-8 56.7 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS5-PG 11/15/16 L66601-9 47.1 2,4-Dimethylphenol ug/Kg ww <MDL 6.7 UJ low 6.7 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Anthracene ug/Kg ww 15.7 J 15.7 J unknown 6.7 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Benzo(g,h,i)perylene ug/Kg ww 45.6 J 45.6 J unknown 6.7 13.3WG149550 SS1-PG 11/15/16 L66601-1 37.6 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS5-VC 11/18/16 L66601-10 49.1 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS6-PG 11/15/16 L66601-11 52.2 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS6-VC 11/18/16 L66601-12 61.6 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS1-VC 11/18/16 L66601-2 72.8 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS2-PG 11/15/16 L66601-3 66.9 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS2-VC 11/18/16 L66601-4 76.4 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS3-PG 11/15/16 L66601-5 49.6 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS3-VC 11/18/16 L66601-6 66.4 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS4-PG 11/15/16 L66601-7 46 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS4-VC 11/18/16 L66601-8 56.7 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS5-PG 11/15/16 L66601-9 47.1 Diethyl Phthalate ug/Kg ww <MDL,JG 13 UJ low 13 26.7WG149550 SS1-PG 11/15/16 L66601-1 37.6 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS5-VC 11/18/16 L66601-10 49.1 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS6-PG 11/15/16 L66601-11 52.2 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS6-VC 11/18/16 L66601-12 61.6 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS1-VC 11/18/16 L66601-2 72.8 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS2-PG 11/15/16 L66601-3 66.9 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS2-VC 11/18/16 L66601-4 76.4 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3

17

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Table 1. Georgetown Wet Weather Treatment Station: Soil and Sediment Characterization - Data Validation Flags and Bias Notation

GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo

Workgroup Locator Collect Date Sample ID Total Solids Parameter UnitsDetected Conc. Lab Qual

DV Value DV Flag Bias MDL RDL

WG149550 SS3-VC 11/18/16 L66601-6 66.4 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS4-PG 11/15/16 L66601-7 46 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS4-VC 11/18/16 L66601-8 56.7 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS5-PG 11/15/16 L66601-9 47.1 Dimethyl Phthalate ug/Kg ww <MDL,JG 13.3 UJ low 13.3 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Fluoranthene ug/Kg ww 146 J 146 J unknown 6.7 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Indeno(1,2,3-Cd)Pyrene ug/Kg ww 43.1 J 43.1 J unknown 6.7 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Phenanthrene ug/Kg ww 69 J 69 J unknown 6.7 13.3WG149550 SS3-PG 11/15/16 L66601-5 49.6 Pyrene ug/Kg ww 174 J 174 J unknown 6.7 13.3WG149551 C1-PP 12/20/16 L66600-1 77.2 1,2-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C2-VCL 11/18/16 L66600-2 64.9 1,2-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C3-VCL 11/18/16 L66600-3 81.2 1,2-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C1-PP 12/20/16 L66600-1 77.2 1,3-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C2-VCL 11/18/16 L66600-2 64.9 1,3-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C3-VCL 11/18/16 L66600-3 81.2 1,3-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C1-PP 12/20/16 L66600-1 77.2 1,4-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C2-VCL 11/18/16 L66600-2 64.9 1,4-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C3-VCL 11/18/16 L66600-3 81.2 1,4-Dichlorobenzene ug/Kg ww <MDL,JG 10 UJ low 10 16.7WG149551 C1-PP 12/20/16 L66600-1 77.2 2,4,6-Trichlorophenol ug/Kg ww <MDL 67 UJ low 67 133WG149551 C2-VCL 11/18/16 L66600-2 64.9 2,4,6-Trichlorophenol ug/Kg ww <MDL 67 UJ low 67 133WG149551 C3-VCL 11/18/16 L66600-3 81.2 2,4,6-Trichlorophenol ug/Kg ww <MDL 67 UJ low 67 133WG149551 C1-PP 12/20/16 L66600-1 77.2 2-Chloronaphthalene ug/Kg ww <MDL 10 UJ low 10 16.7WG149551 C2-VCL 11/18/16 L66600-2 64.9 2-Chloronaphthalene ug/Kg ww <MDL 10 UJ low 10 16.7WG149551 C3-VCL 11/18/16 L66600-3 81.2 2-Chloronaphthalene ug/Kg ww <MDL 10 UJ low 10 16.7WG149551 C1-PP 12/20/16 L66600-1 77.2 2-Nitrophenol ug/Kg ww <MDL 17 UJ low 17 33.3WG149551 C2-VCL 11/18/16 L66600-2 64.9 2-Nitrophenol ug/Kg ww <MDL 17 UJ low 17 33.3WG149551 C3-VCL 11/18/16 L66600-3 81.2 2-Nitrophenol ug/Kg ww <MDL 17 UJ low 17 33.3WG149551 C2-VCL 11/18/16 L66600-2 64.9 4-Chloroaniline ug/Kg ww <MDL 33 UJ low 33 66.7WG149551 C1-PP 12/20/16 L66600-1 77.2 4-Chlorophenyl Phenyl Ether ug/Kg ww <MDL 10 UJ low 10 16.7WG149551 C2-VCL 11/18/16 L66600-2 64.9 4-Chlorophenyl Phenyl Ether ug/Kg ww <MDL 10 UJ low 10 16.7WG149551 C3-VCL 11/18/16 L66600-3 81.2 4-Chlorophenyl Phenyl Ether ug/Kg ww <MDL 10 UJ low 10 16.7WG149551 C3-VCL 11/18/16 L66600-3 81.2 Bis(2-Ethylhexyl)Phthalate ug/Kg ww 186 J 186 J unknown 10 16.7WG149551 C1-PP 12/20/16 L66600-1 77.2 N-Nitrosodimethylamine ug/Kg ww <MDL 67 UJ low 67 100WG149551 C2-VCL 11/18/16 L66600-2 64.9 N-Nitrosodimethylamine ug/Kg ww <MDL 67 UJ low 67 100WG149551 C3-VCL 11/18/16 L66600-3 81.2 N-Nitrosodimethylamine ug/Kg ww <MDL 67 UJ low 67 100WG149580 C3-VCL 11/18/16 L66600-3 81.2 Aroclor 1242 ug/Kg ww <MDL 8.3 UJ low 8.3 33.3WG149580 SS1-PG 11/15/16 L66601-1 37.6 Aroclor 1242 ug/Kg ww <MDL 8.3 UJ low 8.3 33.3WG149580 SS5-VC 11/18/16 L66601-10 49.1 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33

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Table 1. Georgetown Wet Weather Treatment Station: Soil and Sediment Characterization - Data Validation Flags and Bias Notation

GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo

Workgroup Locator Collect Date Sample ID Total Solids Parameter UnitsDetected Conc. Lab Qual

DV Value DV Flag Bias MDL RDL

WG149580 SS6-PG 11/15/16 L66601-11 52.2 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 SS6-VC 11/18/16 L66601-12 61.6 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 SS1-VC 11/18/16 L66601-2 72.8 Aroclor 1242 ug/Kg ww <MDL 8.3 UJ low 8.3 33.3WG149580 SS2-PG 11/15/16 L66601-3 66.9 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 SS2-VC 11/18/16 L66601-4 76.4 Aroclor 1242 ug/Kg ww <MDL 3.3 UJ low 3.3 13.3WG149580 SS3-PG 11/15/16 L66601-5 49.6 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 SS3-VC 11/18/16 L66601-6 66.4 Aroclor 1242 ug/Kg ww <MDL 8.3 UJ low 8.3 33.3WG149580 SS4-PG 11/15/16 L66601-7 46 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 SS4-VC 11/18/16 L66601-8 56.7 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 SS5-PG 11/15/16 L66601-9 47.1 Aroclor 1242 ug/Kg ww <MDL 0.83 UJ low 0.83 3.33WG149580 C3-VCL 11/18/16 L66600-3 81.2 Aroclor 1248* ug/Kg ww 501 J 501 J high 8.3 33.3WG149580 SS1-PG 11/15/16 L66601-1 37.6 Aroclor 1248* ug/Kg ww 326 J 326 J high 8.3 33.3WG149580 SS5-VC 11/18/16 L66601-10 49.1 Aroclor 1248* ug/Kg ww 13.1 J 13.1 J high 0.83 3.33WG149580 SS6-PG 11/15/16 L66601-11 52.2 Aroclor 1248* ug/Kg ww 13.4 J 13.4 J high 0.83 3.33WG149580 SS6-VC 11/18/16 L66601-12 61.6 Aroclor 1248* ug/Kg ww 44.3 J 44.3 J high 0.83 3.33WG149580 SS1-VC 11/18/16 L66601-2 72.8 Aroclor 1248* ug/Kg ww 323 J 323 J high 8.3 33.3WG149580 SS2-PG 11/15/16 L66601-3 66.9 Aroclor 1248* ug/Kg ww 17.5 J 17.5 J high 0.83 3.33WG149580 SS2-VC 11/18/16 L66601-4 76.4 Aroclor 1248* ug/Kg ww 62 J 62 J high 3.3 13.3WG149580 SS3-PG 11/15/16 L66601-5 49.6 Aroclor 1248* ug/Kg ww 15.5 J 15.5 J unknown 0.83 3.33WG149580 SS3-VC 11/18/16 L66601-6 66.4 Aroclor 1248* ug/Kg ww 389 J 389 J high 8.3 33.3WG149580 SS4-PG 11/15/16 L66601-7 46 Aroclor 1248* ug/Kg ww 15.1 J 15.1 J high 0.83 3.33WG149580 SS4-VC 11/18/16 L66601-8 56.7 Aroclor 1248* ug/Kg ww 32.6 J 32.6 J high 0.83 3.33WG149580 SS5-PG 11/15/16 L66601-9 47.1 Aroclor 1248* ug/Kg ww 23 J 23 J high 0.83 3.33WG149580 SS3-PG 11/15/16 L66601-5 49.6 Aroclor 1254 ug/Kg ww 20 J 20 J unknown 0.83 3.33WG149608 C1-PP 12/20/16 L66600-1 77.2 Lube Oil Range (>C24) mg/Kg ww 58.1 J 58.1 J unknown 25 25FOOTNOTES: *Identified as Aroclor 1242/1248 mix, quantitated as Aroclor 1248Lab Qual - laboratory qualifier; DV Value - validated result; DV Flag - data validation qualifierMDL - method detection limit; RDL - reporting detection limitmg/kg ww - milligrams per kilogram wet weight; ug/kg ww - micrograms per kilogram wet weightJ - estimated value; UJ - estimated non-detect; U - non-detect

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GWWTS – Excavated Material and Sediment Characterization: Data Validation Memo

ATTACHMENT A

LIMS BATCH AND QC REPORTS

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1 of 8

WG149034 (tots) Department: 3 - Conventionals Move Date: 23-NOV-16

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/15/16 11/17/16 11/18/16L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/15/16 11/17/16 11/18/16L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/15/16 11/17/16 11/18/16L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/15/16 11/17/16 11/18/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/15/16 11/17/16 11/18/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/15/16 11/17/16 11/18/16L66602-4 421298A BIOSOLIDS CHARACTERIZATION CVTOTS SLUDGE 11/15/16 11/17/16 11/18/16L66602-5 421298A BIOSOLIDS CHARACTERIZATION CVTOTS SLUDGE 11/14/16 11/17/16 11/18/16L66602-6 421298A BIOSOLIDS CHARACTERIZATION CVTOTS SLUDGE 11/14/16 11/17/16 11/18/16WG149034-1 MB CVTOTS OTHR WTR 11/17/16 11/18/16 MB1 11/17/16 14:00WG149034-2 LD CVTOTS SLUDGE 11/17/16 11/18/16 L66602-4WG149034-3 LT CVTOTS SLUDGE 11/17/16 11/18/16 WG149034-2 L66602-4WG149034-4 LD CVTOTS SALTWTRSED 11/17/16 11/18/16 L66601-11

WG149034-5 LT CVTOTS SALTWTRSED 11/17/16 11/18/16WG149034-4 L66601-11

WG149110 (tots) Department: 3 - Conventionals Move Date: 23-NOV-16

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SOIL 11/18/16 11/21/16 11/22/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SOIL 11/18/16 11/21/16 11/22/16L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/18/16 11/21/16 11/22/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/18/16 11/21/16 11/22/16L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/18/16 11/21/16 11/22/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/18/16 11/21/16 11/22/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/18/16 11/21/16 11/22/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SALTWTRSED 11/18/16 11/21/16 11/22/16WG149110-1 MB CVTOTS OTHR SOLID 11/21/16 11/22/16 MB1 11/21/16WG149110-2 LD CVTOTS SALTWTRSED 11/21/16 11/22/16 L66601-8WG149110-3 LT CVTOTS SALTWTRSED 11/21/16 11/22/16 WG149110-2 L66601-8WG149110-4 LD CVTOTS SOIL 11/21/16 11/22/16 L66600-2WG149110-5 LT CVTOTS SOIL 11/21/16 11/22/16 WG149110-4 L66600-2

WG149296 (ANIONS) Department: 3 - Conventionals Move Date: 04-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date Comments

LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

L66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVCL SOIL 11/18/16 12/05/16 12/06/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVCL SOIL 11/18/16 12/05/16 12/06/16WG149296-1 MB CVCL OTHR SOLID 12/05/16 12/06/16 MB1 161206WG149296-2 LCS CVCL OTHR SOLID 12/05/16 12/06/16 LEVEL1WG149296-3 SB CVCL OTHR SOLID 12/05/16 12/06/16 WG149296-1WG149296-5 LD CVCL SOIL 12/05/16 12/06/16 L66600-3WG149296-6 LT CVCL SOIL 12/05/16 12/06/16 WG149296-5 L66600-3

WG149420 (brandon michigan psd) Department: 3 - Conventionals Move Date: 04-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SOIL 12/20/16 12/21/16 12/22/16L66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SOIL 11/18/16 12/09/16 12/12/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SOIL 11/18/16 12/09/16 12/12/16L66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/15/16 12/09/16 12/12/16L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/18/16 12/09/16 12/12/16L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/15/16 12/09/16 12/12/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/18/16 12/13/16 12/14/16L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/15/16 12/13/16 12/14/16L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/18/16 12/13/16 12/14/16L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/15/16 12/13/16 12/14/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/18/16 12/13/16 12/14/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/15/16 12/13/16 12/14/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/18/16 12/13/16 12/14/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/15/16 12/13/16 12/14/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVPSD SALTWTRSED 11/18/16 12/13/16 12/14/16WG149420-1 LD CVPSD SOIL 12/09/16 12/12/16 L66600-3WG149420-2 LT CVPSD SOIL 12/09/16 12/12/16 WG149420-1 L66600-3WG149420-3 LD CVPSD SALTWTRSED 12/09/16 12/12/16 L66601-2WG149420-4 LT CVPSD SALTWTRSED 12/09/16 12/12/16 WG149420-3 L66601-2

WG149427 (TOC -) Department: 3 - Conventionals Move Date: 05-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/15/16 12/05/16 12/09/16L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/18/16 12/05/16 12/08/16L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/15/16 12/05/16 12/12/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/18/16 12/05/16 12/09/16L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/15/16 12/05/16 12/12/16

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/18/16 12/05/16 12/12/16L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/15/16 12/05/16 12/13/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/18/16 12/05/16 12/13/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/15/16 12/05/16 12/09/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/18/16 12/05/16 12/09/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/15/16 12/05/16 12/13/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOC SALTWTRSED 11/18/16 12/05/16 12/13/16WG149427-1 MB CVTOC OTHR SOLID 12/08/16 12/08/16 MB1 12/08/16WG149427-2 LCS CVTOC OTHR SOLID 12/08/16 12/08/16 LEVEL1WG149427-3 SB CVTOC OTHR SOLID 12/08/16 12/08/16 WG149427-1WG149427-4 LD CVTOC SALTWTRSED 12/05/16 12/08/16 L66601-2WG149427-5 LT CVTOC SALTWTRSED 12/05/16 12/08/16 WG149427-4 L66601-2WG149427-6 MS CVTOC SALTWTRSED 12/05/16 12/08/16 L66601-2WG149427-7 MB CVTOC OTHR SOLID 12/09/16 12/09/16 MB1 12/09/16WG149427-8 LCS CVTOC OTHR SOLID 12/09/16 12/09/16 LEVEL1WG149427-9 MB CVTOC OTHR SOLID 12/12/16 12/12/16 MB1 12/12/16WG149427-10 LCS CVTOC OTHR SOLID 12/12/16 12/12/16 LEVEL1WG149427-11 MB CVTOC OTHR SOLID 12/13/16 12/13/16 MB1 12/13/16WG149427-12 LCS CVTOC OTHR SOLID 12/13/16 12/13/16 LEVEL1

WG149577 (tots) Department: 3 - Conventionals Move Date: 03-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVTOTS SOIL 12/20/16 12/21/16 12/22/16L66682-1 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-2 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-3 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-4 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-5 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-6 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-7 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16L66682-8 421250-800 Marine Fish Tissue Tox CVTOTS SQUID 10/11/16 12/21/16 12/22/16WG149110-4 LD CVTOTS SOIL 11/21/16 11/22/16 L66600-2WG149110-5 LT CVTOTS SOIL 11/21/16 11/22/16 WG149110-4 L66600-2WG149577-1 MB CVTOTS OTHR SOLID 12/21/16 12/22/16 MB1 12/21/16WG149577-2 LD CVTOTS SQUID 12/21/16 12/22/16 L66682-7WG149577-3 LT CVTOTS SQUID 12/21/16 12/22/16 WG149577-2 L66682-7

WG149749 (Anions) Department: 3 - Conventionals Move Date: 13-JAN-17

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) CVCL SOIL 12/20/16 01/12/17 01/12/17WG149749-1 MB CVCL OTHR SOLID 01/12/17 01/12/17 MB 170112WG149749-2 LCS CVCL OTHR SOLID 01/12/17 01/12/17 LEVEL1WG149749-3 SB CVCL OTHR SOLID 01/12/17 01/12/17 WG149749-1WG149749-4 LD CVCL SOIL 01/12/17 01/12/17 L66600-1WG149749-5 LT CVCL SOIL 01/12/17 01/12/17 WG149749-4 L66600-1WG149749-6 MS CVCL SOIL 01/12/17 01/12/17 L66600-1

WG149316 (14-DEC-16 GEORGETOWN) Department: 6 - Metals Move Date: 03-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-MIDS SOIL 11/18/16 12/14/16 12/15/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-MIDS SOIL 11/18/16 12/14/16 12/15/16WG149316-1 MB MTHG-MIDS SOLIDBLANK 12/14/16 12/15/16 MBWG149316-2 SB MTHG-MIDS SOLIDBLANK 12/14/16 12/15/16 WG149316-1 HG-SMIDWG149316-3 MS MTHG-MIDS SOIL 12/14/16 12/15/16 L66600-3 HG-SMID

WG149316-4 MSD MTHG-MIDS SOIL 12/14/16 12/15/16WG149316-3 L66600-3 HG-SMID-MSD

WG149316-5 LCS MTHG-MIDS SOIL 12/14/16 12/15/16 ERASOILWG149316-6 LCSD MTHG-MIDS SOIL 12/14/16 12/15/16 WG149316-5 ERASOIL

WG149358 (07-DEC-16 GWWTS SF) Department: 6 - Metals Move Date: 04-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/15/16 12/07/16 12/08/16L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/18/16 12/07/16 12/08/16L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/15/16 12/07/16 12/08/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/18/16 12/07/16 12/08/16L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/15/16 12/07/16 12/08/16L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/18/16 12/07/16 12/08/16L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/15/16 12/07/16 12/08/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/18/16 12/07/16 12/08/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/15/16 12/07/16 12/08/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/18/16 12/07/16 12/08/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/15/16 12/07/16 12/08/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-SED SALTWTRSED 11/18/16 12/07/16 12/08/16WG149358-1 MB MTHG-SED SOLIDBLANK 12/07/16 12/08/16 MB

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

WG149358-2 SB MTHG-SED SOLIDBLANK 12/07/16 12/08/16 WG149358-1 HG-SOLWG149358-3 MS MTHG-SED SALTWTRSED 12/07/16 12/08/16 L66601-2 HG-SOL

WG149358-4 MSD MTHG-SED SALTWTRSED 12/07/16 12/08/16WG149358-3 L66601-2 HG-SOL-MSD

WG149358-5 LD MTHG-SED SALTWTRSED 12/07/16 12/08/16 L66601-2 RPD-SOLWG149358-6 SRM MTHG-SED SALTWTRSED 12/07/16 12/08/16 PACS3WG149358-7 SRMD MTHG-SED SALTWTRSED 12/07/16 12/08/16 WG149358-6 PACS3

WG149540 (GtownSF 20-Dec-16) Department: 6 - Metals Move Date: 03-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/15/16 12/20/16 12/21/16L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/18/16 12/20/16 12/21/16L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/15/16 12/20/16 12/21/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/18/16 12/20/16 12/21/16L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/15/16 12/20/16 12/21/16L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/18/16 12/20/16 12/21/16L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/15/16 12/20/16 12/21/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/18/16 12/20/16 12/21/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/15/16 12/20/16 12/21/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/18/16 12/20/16 12/21/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/15/16 12/20/16 12/21/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SALTWTRSED 11/18/16 12/20/16 12/21/16WG149540-1 SB MTICP-SED SOLIDBLANK 12/20/16 12/21/16 WG149540-2 ICPHWG149540-2 MB MTICP-SED SOLIDBLANK 12/20/16 12/21/16 METHOD BLANKWG149540-3 LD MTICP-SED SALTWTRSED 12/20/16 12/21/16 L66601-2 RPD-SOLWG149540-4 MS MTICP-SED SALTWTRSED 12/20/16 12/21/16 L66601-2 ICPHWG149540-5 LCS MTICP-SED SOIL 12/20/16 12/21/16 ERASOILWG149540-6 LCSD MTICP-SED SOIL 12/20/16 12/21/16 WG149540-5 ERASOILWG149540-7 SRM MTICP-SED SALTWTRSED 12/20/16 12/21/16 PACS3

WG149569 (Duwamish river soils) Department: 6 - Metals Move Date: 04-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SOIL 12/20/16 12/21/16 12/22/16L66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SOIL 11/18/16 12/21/16 12/22/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTICP-SED SOIL 11/18/16 12/21/16 12/22/16WG149569-1 SB MTICP-SED SOLIDBLANK 12/21/16 12/22/16 WG149569-2 ICPHWG149569-2 MB MTICP-SED SOLIDBLANK 12/21/16 12/22/16 METHOD BLANK

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

WG149569-3 LD MTICP-SED SOIL 12/21/16 12/22/16 L66600-3 RPD-SOLWG149569-4 MS MTICP-SED SOIL 12/21/16 12/22/16 L66600-3 ICPHWG149569-5 LCS MTICP-SED SOIL 12/21/16 12/22/16 ERASOIL

WG149569-6 LCSD MTICP-SED SOIL 12/21/16 12/22/16WG149569-5 ERASOIL RPD-SOL

WG149619 (27-DEC-16 GEORGETOWN) Department: 6 - Metals Move Date: 03-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) MTHG-MIDS SOIL 12/20/16 12/27/16 12/28/16WG149619-1 MB MTHG-MIDS SOLIDBLANK 12/27/16 12/28/16 MBWG149619-2 SB MTHG-MIDS SOLIDBLANK 12/27/16 12/28/16 WG149619-1 HG-SMIDWG149619-3 MS MTHG-MIDS SOIL 12/27/16 12/28/16 L66600-1 HG-SMID

WG149619-4 MSD MTHG-MIDS SOIL 12/27/16 12/28/16WG149619-3 L66600-1 HG-SMID-MSD

WG149619-5 LCS MTHG-MIDS SOIL 12/27/16 12/28/16 ERASOILWG149619-6 LCSD MTHG-MIDS SOIL 12/27/16 12/28/16 WG149619-5 ERASOIL

WG149070 (GS# 192) Department: 7 - Organics Move Date: 05-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORWTPH-G SOIL 11/18/16 11/21/16 11/21/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORWTPH-G SOIL 11/18/16 11/21/16 11/21/16WG149070-1 MB ORWTPH-G OTHR SOLID 11/21/16 11/21/16 MB161121WG149070-2 SB ORWTPH-G OTHR SOLID 11/21/16 11/21/16 WG149070-1WG149070-3 LD ORWTPH-G SOIL 11/21/16 11/21/16 L66600-2

WG149103 (ds#377 wtph-dx) Department: 7 - Organics Move Date: 01-DEC-16

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORWTPH-DX SOIL 11/18/16 11/22/16 11/29/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORWTPH-DX SOIL 11/18/16 11/22/16 11/29/16WG149103-1 MB ORWTPH-DX OTHR SOLID 11/22/16 11/29/16 MB161122WG149103-2 SB ORWTPH-DX OTHR SOLID 11/22/16 11/29/16 WG149103-1WG149103-3 LD ORWTPH-DX SOIL 11/22/16 11/29/16 L66600-2

WG149550 (BNASMS BL#526) Department: 7 - Organics Move Date: 05-JAN-17

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/15/16 12/21/16 12/30/16L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/18/16 12/21/16 12/30/16L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/15/16 12/21/16 12/30/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/18/16 12/21/16 12/31/16L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/15/16 12/21/16 12/31/16L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/18/16 12/21/16 12/31/16L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/15/16 12/21/16 12/31/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/18/16 12/21/16 12/31/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/15/16 12/21/16 12/31/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/18/16 12/21/16 12/31/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/15/16 12/21/16 12/31/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNASMS SALTWTRSED 11/18/16 12/21/16 12/31/16WG149550-1 MB ORBNASMS OTHR SOLID 12/21/16 12/27/16 MB161221WG149550-2 SB ORBNASMS OTHR SOLID 12/21/16 12/29/16 WG149550-1WG149550-3 MS ORBNASMS SALTWTRSED 12/21/16 12/29/16 L66601-2WG149550-4 MSD ORBNASMS SALTWTRSED 12/21/16 12/29/16 WG149550-3 L66601-2WG149550-5 SRM ORBNASMS SALTWTRSED 12/21/16 12/29/16 WG149550-1

WG149550-6 SRMD ORBNASMS SALTWTRSED 12/21/16 12/29/16WG149550-5 WG1499550-1

WG149550-7 LD ORBNASMS SALTWTRSED 12/21/16 12/30/16 L66601-5

WG149551 (BNA BL#527) Department: 7 - Organics Move Date: 31-DEC-16

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNA SOIL 12/20/16 12/21/16 12/27/16L66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNA SOIL 11/18/16 12/21/16 12/27/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORBNA SOIL 11/18/16 12/21/16 12/27/16WG149551-1 MB ORBNA OTHR SOLID 12/21/16 12/27/16 MB161221WG149551-2 SB ORBNA OTHR SOLID 12/21/16 12/27/16 WG149551-1WG149551-3 MS ORBNA SOIL 12/21/16 12/27/16 L66600-2WG149551-4 MSD ORBNA SOIL 12/21/16 12/27/16 WG149551-3 L66600-2WG149551-5 LD ORBNA SOIL 12/21/16 12/27/16 L66600-3

WG149554 (GS#193) Department: 7 - Organics Move Date: 17-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORWTPH-G SOIL 12/20/16 12/20/16 12/20/16

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LIMSView Batch Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

WG149554-1 MB ORWTPH-G OTHR SOLID 12/20/16 12/20/16 MB161220WG149554-2 SB ORWTPH-G OTHR SOLID 12/20/16 12/20/16 WG149554-1

WG149554-3 SBD ORWTPH-G SOIL 12/20/16 12/20/16WG149554-2 WG149554-1

WG149554-4 LD ORWTPH-G SOIL 12/20/16 12/20/16 L66600-1

WG149580 (PCB PPS#688) Department: 7 - Organics Move Date: 05-JAN-17

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SOIL 12/20/16 12/22/16 12/30/16L66600-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SOIL 11/18/16 12/22/16 12/30/16L66600-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SOIL 11/18/16 12/22/16 01/03/17L66601-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/15/16 12/22/16 01/03/17L66601-2 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/18/16 12/22/16 01/03/17L66601-3 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/15/16 12/22/16 12/30/16L66601-4 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/18/16 12/22/16 01/03/17L66601-5 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/15/16 12/22/16 12/30/16L66601-6 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/18/16 12/22/16 01/03/17L66601-7 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/15/16 12/22/16 12/30/16L66601-8 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/18/16 12/22/16 12/30/16L66601-9 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/15/16 12/22/16 12/30/16L66601-10 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/18/16 12/22/16 12/30/16L66601-11 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/15/16 12/22/16 12/30/16L66601-12 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORPCB SALTWTRSED 11/18/16 12/22/16 12/30/16WG149580-1 MB ORPCB OTHR SOLID 12/22/16 12/30/16 MB161222WG149580-2 SB ORPCB OTHR SOLID 12/22/16 12/30/16 WG149580-1WG149580-3 MS ORPCB SALTWTRSED 12/22/16 01/03/17 L66601-2WG149580-4 MSD ORPCB SALTWTRSED 12/22/16 01/03/17 WG149580-3 L66601-2WG149580-5 LD ORPCB SALTWTRSED 12/22/16 12/30/16 L66601-5

WG149608 (ds#378 wtph-dx) Department: 7 - Organics Move Date: 30-DEC-16

Sample Project Project Description List Type Matrix Collect Date Prep Date Anal Date CommentsL66600-1 423530 Brandon-Michigan CSO TP (Georgetown Wet Weather Station) ORWTPH-DX SOIL 12/20/16 12/27/16 12/29/16WG149608-1 MB ORWTPH-DX OTHR SOLID 12/27/16 12/29/16 MB161227WG149608-2 SB ORWTPH-DX OTHR SOLID 12/27/16 12/29/16 WG149608-1WG149608-3 LD ORWTPH-DX SOIL 12/27/16 12/29/16 L66600-1

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Workgroup: WG149034 (tots) Run ID: R215230

MB:WG149034-1 Matrix: OTHR WTR Listtype:CVTOTS Method:SM2540-B Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualTotal Solids 10 20 mg/L <MDL

LT:WG149034-3 LD:WG149034-2 L66602-4 Matrix: SLUDGE Listtype:CVTOTS Method:SM2540-G Project:421298A Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Solids 0.005 0.01 % 29 28.8 29.1 1 0--20

LT:WG149034-5 LD:WG149034-4 L66601-11 Matrix: SALTWTRSED Listtype:CVTOTS Method:SM2540-G Project:423530 Pkey:SED(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Solids 0.005 0.01 % 52.2 52.5 52.1 0 0--20

Workgroup: WG149110 (tots) Run ID: R215286

MB:WG149110-1 Matrix: OTHR SOLID Listtype:CVTOTS Method:SM2540-G Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualTotal Solids 0.005 0.01 % <MDL

LT:WG149110-3 LD:WG149110-2 L66601-8 Matrix: SALTWTRSED Listtype:CVTOTS Method:SM2540-G Project:423530 Pkey:SED(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Solids 0.005 0.01 % 56.7 55.9 55.9 1 0--20

LT:WG149110-5 LD:WG149110-4 L66600-2 Matrix: SOIL Listtype:CVTOTS Method:SM2540-G Project:423530 Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Solids 0.005 0.01 % 64.9 65.6 64.2 1 0--20

Workgroup: WG149296 (ANIONS) Run ID: R215879

MB:WG149296-1 Matrix: OTHR SOLID Listtype:CVCL Method:SM4110B CL Project: Pkey:STD

LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

(Method Blank)Parameter MDL RDL Units MB Value QualChloride 0.5 1 mg/Kg <MDL

LCS:WG149296-2 Matrix: OTHR SOLID Listtype:CVCL Method:SM4110B CL Project: Pkey:STD(Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimitChloride 0.5 1 mg/Kg 15 15.3 102 80--120

SB:WG149296-3 MB:WG149296-1 Matrix: OTHR SOLID Listtype:CVCL Method:SM4110B CL Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitChloride 0.5 1 mg/Kg <MDL 10 10.6 106 80--120

LT:WG149296-6 LD:WG149296-5 L66600-3 Matrix: SOIL Listtype:CVCL Method:SM4110B CL Project:423530 Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitChloride 50 99.7 mg/Kg 2260 2250 2260 0 0--25

Workgroup: WG149420 (brandon michigan psd) Run ID: R215866

LT:WG149420-2 LD:WG149420-1 L66600-3 Matrix: SOIL Listtype:CVPSD Method:ASTM D422 Project:423530 Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitGravel 0.1 1.2 % 0.5 0.4 0.9 0--20Sand 0.1 1.2 % 94.6 95 94 1 0--20Silt 0.6 1.2 % 1.8 0.6 1.2 50 * 0--20Clay 0.6 1.2 % 3.1 3.7 3.1 11 0--20

LT:WG149420-4 LD:WG149420-3 L66601-2 Matrix: SALTWTRSED Listtype:CVPSD Method:ASTM D422 Project:423530 Pkey:SED(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitGravel 0.1 1.3 % 2.2 1.6 1.7 19 0--20Sand 0.1 1.3 % 82.4 81.4 79.5 2 0--20Silt 0.7 1.3 % 12.2 12.8 12.8 3 0--20Clay 0.7 1.3 % 4.7 6.7 5.4 18 0--20

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

Workgroup: WG149427 (TOC -) Run ID: R216024

MB:WG149427-1 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualTotal Organic Carbon 500 1000 mg/Kg <MDL

LCS:WG149427-2 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimitTotal Organic Carbon 3700 7400 mg/Kg 33510 35600 106 80--120

SB:WG149427-3 MB:WG149427-1 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitTotal Organic Carbon 500 1000 mg/Kg <MDL 3750 3800 101 80--120

LT:WG149427-5 LD:WG149427-4 L66601-2 Matrix: SALTWTRSED Listtype:CVTOC Method:SW846 9060 PSEP96 Project:423530 Pkey:SED(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Organic Carbon 1400 2740 mg/Kg 3990 3810 5960 26 * 0--20

MS:WG149427-6 L66601-2 Matrix: SALTWTRSED Listtype:CVTOC Method:SW846 9060 PSEP96 Project:423530 Pkey:SED(Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimitTotal Organic Carbon 1200 2400 mg/Kg 3990 9280 13700 105 75--125

MB:WG149427-7 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualTotal Organic Carbon 500 1000 mg/Kg <MDL

LCS:WG149427-8 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimitTotal Organic Carbon 3300 6690 mg/Kg 33510 36900 110 80--120

MB:WG149427-9 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Method Blank)

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

Parameter MDL RDL Units MB Value QualTotal Organic Carbon 500 1000 mg/Kg <MDL

LCS:WG149427-10 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimitTotal Organic Carbon 3900 7820 mg/Kg 33510 35100 105 80--120

MB:WG149427-11 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualTotal Organic Carbon 500 1000 mg/Kg <MDL

LCS:WG149427-12 Matrix: OTHR SOLID Listtype:CVTOC Method:SW846 9060 PSEP96 Project: Pkey:STD(Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimitTotal Organic Carbon 3200 6470 mg/Kg 33510 35300 105 80--120

Workgroup: WG149577 (tots) Run ID: R215844

MB:WG149577-1 Matrix: OTHR SOLID Listtype:CVTOTS Method:SM2540-G Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualTotal Solids 0.005 0.01 % <MDL

LT:WG149577-3 LD:WG149577-2 L66682-7 Matrix: SQUID Listtype:CVTOTS Method:SM2540-G Project:421250-800 Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Solids 0.005 0.01 % 22.4 22.2 22.4 1 0--25

LT:WG149110-5 LD:WG149110-4 L66600-2 Matrix: SOIL Listtype:CVTOTS Method:SM2540-G Project:423530 Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitTotal Solids 0.005 0.01 % 64.9 65.6 64.2 1 0--20

Workgroup: WG149749 (Anions) Run ID: R216158

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

MB:WG149749-1 Matrix: OTHR SOLID Listtype:CVCL Method:SM4110B CL Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualChloride 0.5 1 mg/Kg <MDL

LCS:WG149749-2 Matrix: OTHR SOLID Listtype:CVCL Method:SM4110B CL Project: Pkey:STD(Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimitChloride 0.5 1 mg/Kg 15 14.3 95 80--120

SB:WG149749-3 MB:WG149749-1 Matrix: OTHR SOLID Listtype:CVCL Method:SM4110B CL Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitChloride 0.5 1 mg/Kg <MDL 100 88.4 88 80--120

LT:WG149749-5 LD:WG149749-4 L66600-1 Matrix: SOIL Listtype:CVCL Method:SM4110B CL Project:423530 Pkey:STD(Lab Triplicate, Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value LT Value RSD Qual LabLimitChloride 5 9.95 mg/Kg 392 403 375 4 0--25

MS:WG149749-6 L66600-1 Matrix: SOIL Listtype:CVCL Method:SM4110B CL Project:423530 Pkey:STD(Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimitChloride 5 9.94 mg/Kg 392 10 493 101 70--130

Workgroup: WG149316 (14-DEC-16 GEORGETOWN) Run ID: R215832

MB:WG149316-1 Matrix: SOLIDBLANK Listtype:MTHG-MIDS Method:SW846 7471B Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualMercury, Total, CVAA 0.0048 0.0476 mg/Kg <MDL

SB:WG149316-2 MB:WG149316-1 Matrix: SOLIDBLANK Listtype:MTHG-MIDS Method:SW846 7471B Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitMercury, Total, CVAA 0.0048 0.0476 mg/Kg <MDL 0.0952 0.0965 101 85--115

MSD:WG149316-4 MS:WG149316-3 L66600-3 Matrix: SOIL Listtype:MTHG-MIDS Method:SW846 7471B Project:423530 Pkey:STD

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(Matrix Spike Duplicate, Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimit TrueValue MSD Value% Rec Qual RPD Qual LabLimitMercury, Total, CVAA 0.005 0.0503 mg/Kg 0.0624 0.101 0.151 88 75--125 0.1 0.139 77 8 0--20

LCSD:WG149316-6 LCS:WG149316-5 Matrix: SOIL Listtype:MTHG-MIDS Method:SW846 7471B Project: Pkey:STD(Lab Control Sample Duplicate, Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimit TrueValu LCSD Valu % Rec. Qual RPD Qual LabLimitMercury, Total, CVAA 0.13 1.26 mg/Kg 8.37 8.95 107 73--130 8.37 7.85 94 13 0--20

Workgroup: WG149358 (07-DEC-16 GWWTS SF) Run ID: R215865

MB:WG149358-1 Matrix: SOLIDBLANK Listtype:MTHG-SED Method:SW846 7471B Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualMercury, Total, CVAA 0.019 0.19 mg/Kg <MDL

SB:WG149358-2 MB:WG149358-1 Matrix: SOLIDBLANK Listtype:MTHG-SED Method:SW846 7471B Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitMercury, Total, CVAA 0.019 0.19 mg/Kg <MDL 0.476 0.477 100 85--115

MSD:WG149358-4 MS:WG149358-3 L66601-2 Matrix: SALTWTRSED Listtype:MTHG-SED Method:SW846 7471B Project:423530 Pkey:SED(Matrix Spike Duplicate, Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimit TrueValue MSD Value% Rec Qual RPD Qual LabLimitMercury, Total, CVAA 0.02 0.199 mg/Kg 0.055 0.499 0.594 108 75--125 0.5 0.597 108 0 0--20

LD:WG149358-5 L66601-2 Matrix: SALTWTRSED Listtype:MTHG-SED Method:SW846 7471B Project:423530 Pkey:SED(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitMercury, Total, CVAA 0.02 0.196 mg/Kg 0.055 0.071 0--20

SRMD:WG149358-7 SRM:WG149358-6 Matrix: SALTWTRSED Listtype:MTHG-SED Method:SW846 7471B Project: Pkey:SED(Std Reference Material Duplicate, Std Reference Material)Parameter MDL RDL Units TrueValue SRM Valu % Rec. Qual LabLimit TrueValu SRMD Valu% Rec. Qual RPD Qual LabLimitMercury, Total, CVAA 0.1 1.02 mg/Kg 3 2.93 98 80--120 3 3.39 113 15 0--20

Workgroup: WG149540 (GtownSF 20-Dec-16) Run ID: R215824

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SB:WG149540-1 MB:WG149540-2 Matrix: SOLIDBLANK Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitSilver, Total, ICP 0.19 0.952 mg/Kg <MDL 47.6 46 97 85--115Arsenic, Total, ICP 1.2 5.95 mg/Kg <MDL 47.6 47.6 100 85--115Cadmium, Total, ICP 0.095 0.476 mg/Kg <MDL 47.6 45.3 95 85--115Chromium, Total, ICP 0.14 0.714 mg/Kg <MDL 47.6 46.8 98 85--115Copper, Total, ICP 0.19 0.952 mg/Kg <MDL 47.6 43 90 85--115Lead, Total, ICP 0.95 4.76 mg/Kg <MDL 47.6 45.3 95 85--115Zinc, Total, ICP 0.24 1.19 mg/Kg <MDL 238 231 97 85--115

MB:WG149540-2 Matrix: SOLIDBLANK Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualSilver, Total, ICP 0.19 0.952 mg/Kg <MDLArsenic, Total, ICP 1.2 5.95 mg/Kg <MDLCadmium, Total, ICP 0.095 0.476 mg/Kg <MDLChromium, Total, ICP 0.14 0.714 mg/Kg <MDLCopper, Total, ICP 0.19 0.952 mg/Kg <MDLLead, Total, ICP 0.95 4.76 mg/Kg <MDLZinc, Total, ICP 0.24 1.19 mg/Kg <MDL

LD:WG149540-3 L66601-2 Matrix: SALTWTRSED Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project:423530 Pkey:SED(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitSilver, Total, ICP 0.2 0.997 mg/Kg 0.32 0.3 0--20Arsenic, Total, ICP 1.2 6.23 mg/Kg 2.1 2.3 0--20Cadmium, Total, ICP 0.1 0.499 mg/Kg 0.25 0.26 0--20Chromium, Total, ICP 0.15 0.748 mg/Kg 14.2 13.7 3 0--20Copper, Total, ICP 0.2 0.997 mg/Kg 20.3 20.1 1 0--20Lead, Total, ICP 1 4.99 mg/Kg 45.1 45.2 0 0--20Zinc, Total, ICP 0.25 1.25 mg/Kg 41.9 42.5 1 0--20

MS:WG149540-4 L66601-2 Matrix: SALTWTRSED Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project:423530 Pkey:SED(Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimitSilver, Total, ICP 0.2 0.997 mg/Kg 0.32 49.6 44.9 90 75--125Arsenic, Total, ICP 1.2 6.23 mg/Kg 2.1 49.6 52.9 102 75--125

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Cadmium, Total, ICP 0.1 0.499 mg/Kg 0.25 49.6 47.9 96 75--125Chromium, Total, ICP 0.15 0.748 mg/Kg 14.2 49.6 61.6 96 75--125Copper, Total, ICP 0.2 0.997 mg/Kg 20.3 49.6 65 90 75--125Lead, Total, ICP 1 4.99 mg/Kg 45.1 49.6 94.4 99 75--125Zinc, Total, ICP 0.25 1.25 mg/Kg 41.9 248 293 101 75--125

LCSD:WG149540-6 LCS:WG149540-5 Matrix: SOIL Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:STD(Lab Control Sample Duplicate, Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimit TrueValu LCSD Valu % Rec. Qual RPD Qual LabLimitSilver, Total, ICP 0.8 3.99 mg/Kg 52.6 50.8 97 74--126 52.6 46.1 88 10 0--20Arsenic, Total, ICP 5 25 mg/Kg 113 114 101 78--123 113 105 93 8 0--20Cadmium, Total, ICP 0.4 2 mg/Kg 67.5 68.8 102 80--120 67.5 63 93 9 0--20Chromium, Total, ICP 0.6 2.99 mg/Kg 164 163 100 79--121 164 149 91 9 0--20Copper, Total, ICP 0.8 3.99 mg/Kg 128 123 96 80--120 128 113 88 8 0--20Lead, Total, ICP 4 20 mg/Kg 90.1 86.6 96 80--120 90.1 79.1 88 9 0--20Zinc, Total, ICP 1 4.99 mg/Kg 168 174 104 80--120 168 157 94 10 0--20

SRM:WG149540-7 Matrix: SALTWTRSED Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:SED(Std Reference Material)Parameter MDL RDL Units TrueValue SRM Valu % Rec. Qual LabLimitArsenic, Total, ICP 5 25 mg/Kg 30.3 27.4 91 80--120Cadmium, Total, ICP 0.4 2 mg/Kg 2.23 2.37 106 80--120Chromium, Total, ICP 0.6 2.99 mg/Kg 91.6 44.1 48 * 80--120Copper, Total, ICP 0.8 3.99 mg/Kg 327 283 87 80--120Lead, Total, ICP 4 20 mg/Kg 188 163 87 80--120Zinc, Total, ICP 1 4.99 mg/Kg 379 336 89 80--120

Workgroup: WG149569 (Duwamish river soils) Run ID: R216001

SB:WG149569-1 MB:WG149569-2 Matrix: SOLIDBLANK Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitSilver, Total, ICP 0.19 0.952 mg/Kg <MDL 47.6 46.5 98 85--115Arsenic, Total, ICP 1.2 5.95 mg/Kg <MDL 47.6 48.5 102 85--115Barium, Total, ICP 0.048 0.238 mg/Kg <MDL 47.6 47.5 100 85--115Cadmium, Total, ICP 0.095 0.476 mg/Kg <MDL 47.6 45.7 96 85--115Chromium, Total, ICP 0.14 0.714 mg/Kg <MDL 47.6 46.7 98 85--115Lead, Total, ICP 0.95 4.76 mg/Kg <MDL 47.6 45.5 96 85--115

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Selenium, Total, ICP 1.2 5.95 mg/Kg <MDL 47.6 45.9 96 85--115

MB:WG149569-2 Matrix: SOLIDBLANK Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualSilver, Total, ICP 0.19 0.952 mg/Kg <MDLArsenic, Total, ICP 1.2 5.95 mg/Kg <MDLBarium, Total, ICP 0.048 0.238 mg/Kg <MDLCadmium, Total, ICP 0.095 0.476 mg/Kg <MDLChromium, Total, ICP 0.14 0.714 mg/Kg <MDLLead, Total, ICP 0.95 4.76 mg/Kg <MDLSelenium, Total, ICP 1.2 5.95 mg/Kg <MDL

LD:WG149569-3 L66600-3 Matrix: SOIL Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project:423530 Pkey:STD(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitSilver, Total, ICP 0.19 0.962 mg/Kg 0.25 0.33 0--20Arsenic, Total, ICP 1.2 6.02 mg/Kg 2 1.9 0--20Barium, Total, ICP 0.048 0.241 mg/Kg 19.1 22.6 17 0--20Cadmium, Total, ICP 0.096 0.481 mg/Kg 0.25 0.29 0--20Chromium, Total, ICP 0.14 0.722 mg/Kg 10.8 11 1 0--20Lead, Total, ICP 0.96 4.81 mg/Kg 45.8 49.7 8 0--20Selenium, Total, ICP 1.2 6.02 mg/Kg <MDL <MDL 0--20

MS:WG149569-4 L66600-3 Matrix: SOIL Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project:423530 Pkey:STD(Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimitSilver, Total, ICP 0.19 0.962 mg/Kg 0.25 48.5 43.7 90 75--125Arsenic, Total, ICP 1.2 6.02 mg/Kg 2 48.5 51.1 101 75--125Barium, Total, ICP 0.048 0.241 mg/Kg 19.1 48.5 71.2 107 75--125Cadmium, Total, ICP 0.096 0.481 mg/Kg 0.25 48.5 46.3 95 75--125Chromium, Total, ICP 0.14 0.722 mg/Kg 10.8 48.5 55.2 91 75--125Lead, Total, ICP 0.96 4.81 mg/Kg 45.8 48.5 89.8 91 75--125Selenium, Total, ICP 1.2 6.02 mg/Kg <MDL 48.5 45.3 93 75--125

LCSD:WG149569-6 LCS:WG149569-5 Matrix: SOIL Listtype:MTICP-SED Method:SW846 3050B*SW846 6010C Project: Pkey:STD(Lab Control Sample Duplicate, Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimit TrueValu LCSD Valu % Rec. Qual RPD Qual LabLimitSilver, Total, ICP 0.79 3.94 mg/Kg 31.3 28 89 75--125 31.3 27.8 89 1 0--20

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Arsenic, Total, ICP 4.9 24.6 mg/Kg 145 141 97 79--122 145 141 97 0 0--20Barium, Total, ICP 0.2 0.985 mg/Kg 209 190 91 80--120 209 182 87 4 0--20Cadmium, Total, ICP 0.39 1.97 mg/Kg 87.6 83.3 95 80--120 87.6 80.5 92 3 0--20Chromium, Total, ICP 0.59 2.95 mg/Kg 143 129 90 79--120 143 125 87 3 0--20Lead, Total, ICP 3.9 19.7 mg/Kg 146 134 92 80--120 146 132 90 2 0--20Selenium, Total, ICP 4.9 24.6 mg/Kg 178 173 97 78--122 178 171 96 1 0--20

Workgroup: WG149619 (27-DEC-16 GEORGETOWN) Run ID: R215931

MB:WG149619-1 Matrix: SOLIDBLANK Listtype:MTHG-MIDS Method:SW846 7471B Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualMercury, Total, CVAA 0.0048 0.0476 mg/Kg <MDL

SB:WG149619-2 MB:WG149619-1 Matrix: SOLIDBLANK Listtype:MTHG-MIDS Method:SW846 7471B Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitMercury, Total, CVAA 0.0048 0.0476 mg/Kg <MDL 0.0952 0.0965 101 85--115

MSD:WG149619-4 MS:WG149619-3 L66600-1 Matrix: SOIL Listtype:MTHG-MIDS Method:SW846 7471B Project:423530 Pkey:STD(Matrix Spike Duplicate, Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimit TrueValue MSD Value% Rec Qual RPD Qual LabLimitMercury, Total, CVAA 0.0052 0.052 mg/Kg 0.031 0.104 0.145 109 75--125 0.104 0.13 95 11 0--20

LCSD:WG149619-6 LCS:WG149619-5 Matrix: SOIL Listtype:MTHG-MIDS Method:SW846 7471B Project: Pkey:STD(Lab Control Sample Duplicate, Lab Control Sample)Parameter MDL RDL Units TrueValue LCS Value% Rec. Qual LabLimit TrueValu LCSD Valu % Rec. Qual RPD Qual LabLimitMercury, Total, CVAA 0.13 1.26 mg/Kg 8.37 9.13 109 73--130 8.37 8.18 98 11 0--20

Workgroup: WG149070 (GS# 192) Run ID: R215408

MB:WG149070-1 Matrix: OTHR SOLID Listtype:ORWTPH-G Method:WDOE NWTPH-GX Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualGasoline Range (C7-C12) 5 5 mg/Kg <MDL

SB:WG149070-2 MB:WG149070-1 Matrix: OTHR SOLID Listtype:ORWTPH-G Method:WDOE NWTPH-GX Project: Pkey:STD

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(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitGasoline Range (C7-C12) 5 5 mg/Kg <MDL 50 40.4 81 50--150

LD:WG149070-3 L66600-2 Matrix: SOIL Listtype:ORWTPH-G Method:WDOE NWTPH-GX Project:423530 Pkey:STD(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitGasoline Range (C7-C12) 6.45 6.45 mg/Kg <MDL <MDL 0--35

Surrogate:

4-Bromofluorobenzene

d8-Toluene

(Lab Limits) 50--150 50--150L66600-2 90 98L66600-3 90 98WG149070-1 91 98WG149070-2 92 99WG149070-3 90 99

Workgroup: WG149103 (ds#377 wtph-dx) Run ID: R215379

MB:WG149103-1 Matrix: OTHR SOLID Listtype:ORWTPH-DX Method:WDOE NWTPH-DX Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualDiesel Range (>C12-C24) 25 25 mg/Kg <MDLLube Oil Range (>C24) 25 25 mg/Kg <MDL

SB:WG149103-2 MB:WG149103-1 Matrix: OTHR SOLID Listtype:ORWTPH-DX Method:WDOE NWTPH-DX Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitDiesel Range (>C12-C24) 25 25 mg/Kg <MDL 150 91.1 61 50--150Lube Oil Range (>C24) 25 25 mg/Kg <MDL 150 148 99 50--150

LD:WG149103-3 L66600-2 Matrix: SOIL Listtype:ORWTPH-DX Method:WDOE NWTPH-DX Project:423530 Pkey:STD(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitDiesel Range (>C12-C24) 25 25 mg/Kg <MDL <MDL 0--35Lube Oil Range (>C24) 25 25 mg/Kg <MDL <MDL 0--35

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Surrogate:

2-Fluorobiphenyl

Pentacosane

(Lab Limits) 50--150 50--150L66600-2 88 106L66600-3 81 105WG149103-1 87 103WG149103-2 96 101WG149103-3 89 104

Workgroup: WG149550 (BNASMS BL#526) Run ID: R215935

MB:WG149550-1 Matrix: OTHR SOLID Listtype:ORBNASMS Method:SW846 3550B*SW846 8270D Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualPhenol 17 50 ug/Kg <MDL1,4-Dichlorobenzene 5 5 ug/Kg <MDLBenzyl Alcohol 8.33 8.33 ug/Kg <MDL1,2-Dichlorobenzene 3.33 3.33 ug/Kg <MDL2-Methylphenol 3.3 6.67 ug/Kg <MDL3-,4-Methylphenol 17 33.3 ug/Kg <MDL2,4-Dimethylphenol 3.3 6.67 ug/Kg <MDLBenzoic Acid 66.7 66.7 ug/Kg <MDL1,2,4-Trichlorobenzene 0.33 0.667 ug/Kg <MDLNaphthalene 3.3 6.67 ug/Kg <MDLHexachlorobutadiene 1.7 3.33 ug/Kg <MDL2-Methylnaphthalene 3.3 6.67 ug/Kg <MDL1-Methylnaphthalene 3.3 6.67 ug/Kg <MDLDimethyl Phthalate 6.67 6.67 ug/Kg <MDLAcenaphthylene 3.3 6.67 ug/Kg <MDLAcenaphthene 3.3 6.67 ug/Kg <MDLDibenzofuran 3.3 6.67 ug/Kg <MDLDiethyl Phthalate 6.7 13.3 ug/Kg <MDLFluorene 3.3 6.67 ug/Kg <MDLN-Nitrosodiphenylamine 8.33 8.33 ug/Kg <MDLHexachlorobenzene 0.33 0.667 ug/Kg <MDLPentachlorophenol 50 50 ug/Kg <MDLPhenanthrene 3.3 6.67 ug/Kg <MDL

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Anthracene 3.3 6.67 ug/Kg <MDLCarbazole 3.3 6.67 ug/Kg <MDLDi-N-Butyl Phthalate 6.7 13.3 ug/Kg <MDLFluoranthene 3.3 6.67 ug/Kg <MDLPyrene 3.3 6.67 ug/Kg <MDLBenzyl Butyl Phthalate 5 5 ug/Kg <MDLBenzo(a)anthracene 3.3 6.67 ug/Kg <MDLChrysene 3.3 6.67 ug/Kg <MDLBis(2-Ethylhexyl)Phthalate 6.7 13.3 ug/Kg <MDLDi-N-Octyl Phthalate 6.67 6.67 ug/Kg <MDLBenzo(b,j,k)fluoranthene 3.3 6.67 ug/Kg <MDLBenzo(a)pyrene 3.3 6.67 ug/Kg <MDLIndeno(1,2,3-Cd)Pyrene 3.3 6.67 ug/Kg <MDLDibenzo(a,h)anthracene 3.3 6.67 ug/Kg <MDLBenzo(g,h,i)perylene 3.3 6.67 ug/Kg <MDL

SB:WG149550-2 MB:WG149550-1 Matrix: OTHR SOLID Listtype:ORBNASMS Method:SW846 3550B*SW846 8270D Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitPhenol 17 50 ug/Kg <MDL 833 489 59 26--1361,4-Dichlorobenzene 5 5 ug/Kg <MDL 833 346 42 40--103Benzyl Alcohol 8.33 8.33 ug/Kg <MDL 833 398 48 26--1111,2-Dichlorobenzene 3.33 3.33 ug/Kg <MDL 833 377 45 44--1052-Methylphenol 3.3 6.67 ug/Kg <MDL 833 403 48 20--1233-,4-Methylphenol 17 33.3 ug/Kg <MDL 833 423 51 22--1192,4-Dimethylphenol 3.3 6.67 ug/Kg <MDL 833 86.4 10 * 20--121Benzoic Acid 66.7 66.7 ug/Kg <MDL 833 <MDL 0 * 20--921,2,4-Trichlorobenzene 0.33 0.667 ug/Kg <MDL 833 392 47 39--94Naphthalene 3.3 6.67 ug/Kg <MDL 833 394 47 28--109Hexachlorobutadiene 1.7 3.33 ug/Kg <MDL 833 474 57 20--1352-Methylnaphthalene 3.3 6.67 ug/Kg <MDL 833 429 52 20--1281-Methylnaphthalene 3.3 6.67 ug/Kg <MDL 833 502 60 20--128Dimethyl Phthalate 6.67 6.67 ug/Kg <MDL 833 545 65 * 70--129Acenaphthylene 3.3 6.67 ug/Kg <MDL 833 528 63 45--132Acenaphthene 3.3 6.67 ug/Kg <MDL 833 587 70 43--126Dibenzofuran 3.3 6.67 ug/Kg <MDL 833 627 75 52--133Diethyl Phthalate 6.7 13.3 ug/Kg <MDL 833 572 69 * 75--131Fluorene 3.3 6.67 ug/Kg <MDL 833 529 64 57--150N-Nitrosodiphenylamine 8.33 8.33 ug/Kg <MDL 833 854 102 57--136

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Hexachlorobenzene 0.33 0.667 ug/Kg <MDL 833 795 95 53--150Pentachlorophenol 50 50 ug/Kg <MDL 833 642 77 25--135Phenanthrene 3.3 6.67 ug/Kg <MDL 833 703 84 47--141Anthracene 3.3 6.67 ug/Kg <MDL 833 629 75 48--149Carbazole 3.3 6.67 ug/Kg <MDL 833 740 89 48--149Di-N-Butyl Phthalate 6.7 13.3 ug/Kg <MDL 833 769 92 71--142Fluoranthene 3.3 6.67 ug/Kg <MDL 833 662 79 56--143Pyrene 3.3 6.67 ug/Kg <MDL 833 765 92 60--144Benzyl Butyl Phthalate 5 5 ug/Kg <MDL 833 863 104 36--150Benzo(a)anthracene 3.3 6.67 ug/Kg <MDL 833 719 86 51--150Chrysene 3.3 6.67 ug/Kg <MDL 833 582 70 45--150Bis(2-Ethylhexyl)Phthalate 6.7 13.3 ug/Kg <MDL 833 928 111 61--150Di-N-Octyl Phthalate 6.67 6.67 ug/Kg <MDL 833 805 97 43--150Benzo(b,j,k)fluoranthene 3.3 6.67 ug/Kg <MDL 2500 1500 60 45--143Benzo(a)pyrene 3.3 6.67 ug/Kg <MDL 833 695 83 61--140Indeno(1,2,3-Cd)Pyrene 3.3 6.67 ug/Kg <MDL 833 587 70 42--150Dibenzo(a,h)anthracene 3.3 6.67 ug/Kg <MDL 833 437 52 41--150Benzo(g,h,i)perylene 3.3 6.67 ug/Kg <MDL 833 538 65 28--150

MSD:WG149550-4 MS:WG149550-3 L66601-2 Matrix: SALTWTRSED Listtype:ORBNASMS Method:SW846 3550B*SW846 8270D Project:423530 Pkey:SED(Matrix Spike Duplicate, Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimit TrueValue MSD Value% Rec Qual RPD Qual LabLimitPhenol 170 500 ug/Kg <MDL 833 450 54 21--142 833 500 60 10 0--351,4-Dichlorobenzene 50 50 ug/Kg <MDL 833 318 38 20--105 833 326 39 2 0--35Benzyl Alcohol 83.3 83.3 ug/Kg <MDL 833 252 30 28--111 833 238 29 6 0--351,2-Dichlorobenzene 33.3 33.3 ug/Kg <MDL 833 321 39 20--110 833 360 43 11 0--352-Methylphenol 33 66.7 ug/Kg <MDL 833 454 54 21--126 833 530 64 16 0--353-,4-Methylphenol 170 333 ug/Kg <MDL 833 510 61 24--129 833 465 56 9 0--352,4-Dimethylphenol 33 66.7 ug/Kg <MDL 833 521 63 27--126 833 541 65 4 0--35Benzoic Acid 667 667 ug/Kg <MDL 833 979 117 20--150 833 931 112 5 0--351,2,4-Trichlorobenzene 3.3 6.67 ug/Kg <MDL 833 409 49 22--95 833 416 50 2 0--35Naphthalene 33 66.7 ug/Kg <MDL 833 404 49 20--112 833 413 50 2 0--35Hexachlorobutadiene 17 33.3 ug/Kg <MDL 833 508 61 20--133 833 512 61 1 0--352-Methylnaphthalene 33 66.7 ug/Kg <MDL 833 539 65 22--109 833 469 56 14 0--351-Methylnaphthalene 33 66.7 ug/Kg <MDL 833 647 78 22--109 833 584 70 10 0--35Dimethyl Phthalate 66.7 66.7 ug/Kg <MDL 833 484 58 * 66--128 833 474 57 * 2 0--35Acenaphthylene 33 66.7 ug/Kg <MDL 833 619 74 44--134 833 577 69 7 0--35Acenaphthene 33 66.7 ug/Kg 13.4 833 692 81 37--129 833 672 79 3 0--35Dibenzofuran 33 66.7 ug/Kg <MDL 833 699 84 49--135 833 700 84 0 0--35

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Diethyl Phthalate 67 133 ug/Kg <MDL 833 522 63 * 71--130 833 518 62 * 1 0--35Fluorene 33 66.7 ug/Kg <MDL 833 557 67 52--150 833 560 67 1 0--35N-Nitrosodiphenylamine 83.3 83.3 ug/Kg <MDL 833 952 114 58--140 833 925 111 3 0--35Hexachlorobenzene 3.3 6.67 ug/Kg <MDL 833 915 110 51--149 833 899 108 2 0--35Pentachlorophenol 333 500 ug/Kg <MDL 833 403 48 35--134 833 533 64 28 0--35Phenanthrene 33 66.7 ug/Kg 36.6 833 822 94 51--136 833 899 103 9 0--35Anthracene 33 66.7 ug/Kg 14.2 833 621 73 37--150 833 660 78 6 0--35Carbazole 33 66.7 ug/Kg <MDL 833 631 76 37--150 833 661 79 5 0--35Di-N-Butyl Phthalate 67 133 ug/Kg <MDL 833 745 89 64--150 833 731 88 2 0--35Fluoranthene 33 66.7 ug/Kg 171 833 748 69 53--144 833 830 79 10 0--35Pyrene 33 66.7 ug/Kg 248 833 926 81 59--143 833 1060 97 13 0--35Benzyl Butyl Phthalate 50 50 ug/Kg <MDL 833 879 105 27--150 833 916 110 4 0--35Benzo(a)anthracene 33 66.7 ug/Kg 158 833 839 82 52--149 833 909 90 8 0--35Chrysene 33 66.7 ug/Kg 152 833 738 70 47--141 833 856 84 15 0--35Bis(2-Ethylhexyl)Phthalate 67 133 ug/Kg 286 833 1390 132 54--150 833 1280 119 8 0--35Di-N-Octyl Phthalate 66.7 66.7 ug/Kg <MDL 833 760 91 43--150 833 772 93 2 0--35Benzo(b,j,k)fluoranthene 33 66.7 ug/Kg 326 2500 1670 54 48--135 2500 1740 57 4 0--35Benzo(a)pyrene 33 66.7 ug/Kg 146 833 792 78 62--136 833 827 82 4 0--35Indeno(1,2,3-Cd)Pyrene 33 66.7 ug/Kg 51 833 604 66 41--150 833 651 72 7 0--35Dibenzo(a,h)anthracene 33 66.7 ug/Kg <MDL 833 425 51 39--150 833 463 56 8 0--35Benzo(g,h,i)perylene 33 66.7 ug/Kg 54.8 833 615 67 27--150 833 624 68 1 0--35

SRMD:WG149550-6 SRM:WG149550-5 Matrix: SALTWTRSED Listtype:ORBNASMS Method:SW846 3550B*SW846 8270D Project: Pkey:SED(Std Reference Material Duplicate, Std Reference Material)Parameter MDL RDL Units TrueValue SRM Valu % Rec. Qual LabLimit TrueValu SRMD Valu% Rec. Qual RPD Qual LabLimitPhenanthrene 170 333 ug/Kg 5200 4500 86 48--112 5200 4180 80 7 0--35Fluoranthene 170 333 ug/Kg 8800 7550 86 51--127 8800 6960 79 8 0--35Pyrene 170 333 ug/Kg 9570 8480 89 55--119 9570 7790 81 8 0--35Benzo(a)anthracene 170 333 ug/Kg 4660 3660 79 45--122 4660 3490 75 5 0--35Chrysene 170 333 ug/Kg 4800 5110 107 68--144 4800 4740 99 8 0--35Benzo(b,j,k)fluoranthene 170 333 ug/Kg 8150 6490 80 50--122 8150 6210 76 4 0--35Benzo(a)pyrene 170 333 ug/Kg 4240 2680 63 38--117 4240 2520 59 6 0--35Indeno(1,2,3-Cd)Pyrene 170 333 ug/Kg 2740 1680 61 36--127 2740 1660 61 1 0--35Dibenzo(a,h)anthracene 170 333 ug/Kg 419 578 138 51--200 419 559 133 3 0--35Benzo(g,h,i)perylene 170 333 ug/Kg 2800 2260 81 32--133 2800 2100 75 8 0--35

LD:WG149550-7 L66601-5 Matrix: SALTWTRSED Listtype:ORBNASMS Method:SW846 3550B*SW846 8270D Project:423530 Pkey:SED(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimit

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Phenol 17 50 ug/Kg <MDL <MDL 0--351,4-Dichlorobenzene 5 5 ug/Kg <MDL <MDL 0--35Benzyl Alcohol 8.33 8.33 ug/Kg <MDL <MDL 0--351,2-Dichlorobenzene 3.33 3.33 ug/Kg <MDL <MDL 0--352-Methylphenol 3.3 6.67 ug/Kg <MDL <MDL 0--353-,4-Methylphenol 17 33.3 ug/Kg <MDL <MDL 0--352,4-Dimethylphenol 6.7 13.3 ug/Kg <MDL <MDL 0--35Benzoic Acid 133 133 ug/Kg <MDL <MDL 0--351,2,4-Trichlorobenzene 0.67 1.33 ug/Kg <MDL <MDL 0--35Naphthalene 6.7 13.3 ug/Kg <MDL <MDL 0--35Hexachlorobutadiene 3.3 6.67 ug/Kg <MDL <MDL 0--352-Methylnaphthalene 6.7 13.3 ug/Kg <MDL <MDL 0--351-Methylnaphthalene 6.7 13.3 ug/Kg <MDL <MDL 0--35Dimethyl Phthalate 13.3 13.3 ug/Kg <MDL <MDL 0--35Acenaphthylene 6.7 13.3 ug/Kg <MDL <MDL 0--35Acenaphthene 6.7 13.3 ug/Kg <MDL <MDL 0--35Dibenzofuran 6.7 13.3 ug/Kg <MDL <MDL 0--35Diethyl Phthalate 13 26.7 ug/Kg <MDL <MDL 0--35Fluorene 6.7 13.3 ug/Kg <MDL <MDL 0--35N-Nitrosodiphenylamine 16.7 16.7 ug/Kg <MDL <MDL 0--35Hexachlorobenzene 0.67 1.33 ug/Kg <MDL <MDL 0--35Pentachlorophenol 100 100 ug/Kg <MDL <MDL 0--35Phenanthrene 6.7 13.3 ug/Kg 69 31.5 75 * 0--35Anthracene 6.7 13.3 ug/Kg 15.7 8.8 57 * 0--35Carbazole 6.7 13.3 ug/Kg <MDL <MDL 0--35Di-N-Butyl Phthalate 13 26.7 ug/Kg <MDL <MDL 0--35Fluoranthene 6.7 13.3 ug/Kg 146 70.5 70 * 0--35Pyrene 6.7 13.3 ug/Kg 174 100 54 * 0--35Benzyl Butyl Phthalate 10 10 ug/Kg <MDL <MDL 0--35Benzo(a)anthracene 6.7 13.3 ug/Kg 58 49.1 17 0--35Chrysene 6.7 13.3 ug/Kg 112 82.3 30 0--35Bis(2-Ethylhexyl)Phthalate 13 26.7 ug/Kg 132 182 31 0--35Di-N-Octyl Phthalate 13.3 13.3 ug/Kg <MDL <MDL 0--35Benzo(b,j,k)fluoranthene 6.7 13.3 ug/Kg 173 131 28 0--35Benzo(a)pyrene 6.7 13.3 ug/Kg 70.3 53.2 28 0--35Indeno(1,2,3-Cd)Pyrene 6.7 13.3 ug/Kg 43.1 19.3 76 * 0--35Dibenzo(a,h)anthracene 6.7 13.3 ug/Kg <MDL <MDL 0--35Benzo(g,h,i)perylene 6.7 13.3 ug/Kg 45.6 23.1 66 * 0--35

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Surrogate:

2,4,6-Tribromophenol

2-Fluorobiphenyl

2-Fluorophenol

d14-Terphenyl

d4-2-Chlorophenol

d5-Nitrobenzene

d5-Phenol

(Lab Limits) 45--150 22--135 20--136 25--150 20--127 22--126 20--142L66601-1 93 49 45 79 55 37 57L66601-2 95 35 41 86 45 36 44L66601-3 90 42 39 79 46 34 56L66601-4 95 40 46 87 53 49 51L66601-5 100 41 34 80 42 29 50L66601-6 103 50 45 87 53 45 52L66601-7 106 46 44 82 50 42 58L66601-8 110 35 40 87 47 37 42L66601-9 109 39 46 85 52 46 53L66601-10 109 34 38 79 41 32 44L66601-11 112 40 43 83 50 42 54L66601-12 107 34 37 80 44 34 43WG149550-1 47 34 47 100 51 63 46WG149550-2 87 43 52 84 57 58 59WG149550-3 92 50 48 86 55 53 56WG149550-4 89 44 52 84 58 50 62WG149550-5 103 47 34 104 40 33 48WG149550-6 103 54 49 97 56 51 66WG149550-7 99 42 40 83 46 39 46

Workgroup: WG149551 (BNA BL#527) Run ID: R215934

MB:WG149551-1 Matrix: OTHR SOLID Listtype:ORBNA Method:SW846 3550B*SW846 8270D Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualN-Nitrosodimethylamine 67 100 ug/Kg <MDLPhenol 67 100 ug/Kg <MDLAniline 33 66.7 ug/Kg <MDLBis(2-Chloroethyl)Ether 10 16.7 ug/Kg <MDL2-Chlorophenol 33 66.7 ug/Kg <MDLn-Decane 10 20 ug/Kg <MDL1,3-Dichlorobenzene 10 16.7 ug/Kg <MDL1,4-Dichlorobenzene 10 16.7 ug/Kg <MDLBenzyl Alcohol 17 33.3 ug/Kg <MDL1,2-Dichlorobenzene 10 16.7 ug/Kg <MDL

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2-Methylphenol 17 33.3 ug/Kg <MDLBis(2-Chloroisopropyl)Ether 33 66.7 ug/Kg <MDL3-,4-Methylphenol 17 33.3 ug/Kg <MDLN-Nitrosodi-N-Propylamine 17 33.3 ug/Kg <MDLHexachloroethane 17 33.3 ug/Kg <MDLNitrobenzene 17 33.3 ug/Kg <MDLIsophorone 17 33.3 ug/Kg <MDL2-Nitrophenol 17 33.3 ug/Kg <MDL2,4-Dimethylphenol 17 33.3 ug/Kg <MDLBis(2-Chloroethoxy)Methane 17 33.3 ug/Kg <MDLBenzoic Acid 67 100 ug/Kg <MDL2,4-Dichlorophenol 17 33.3 ug/Kg <MDL1,2,4-Trichlorobenzene 10 16.7 ug/Kg <MDLNaphthalene 27 50 ug/Kg <MDL4-Chloroaniline 33 66.7 ug/Kg <MDLHexachlorobutadiene 17 33.3 ug/Kg <MDL4-Chloro-3-Methylphenol 33 66.7 ug/Kg <MDL2-Methylnaphthalene 27 50 ug/Kg <MDLHexachlorocyclopentadiene 17 33.3 ug/Kg <MDL2,4,6-Trichlorophenol 67 133 ug/Kg <MDL2,3-Dichloroaniline 33 66.7 ug/Kg <MDL2,4,5-Trichlorophenol 67 133 ug/Kg <MDL2-Chloronaphthalene 10 16.7 ug/Kg <MDL2-Nitroaniline 67 100 ug/Kg <MDLDimethyl Phthalate 6.7 10 ug/Kg <MDL2,6-Dinitrotoluene 6.7 13.3 ug/Kg <MDLAcenaphthylene 10 16.7 ug/Kg <MDL3-Nitroaniline 67 100 ug/Kg <MDLAcenaphthene 6.7 13.3 ug/Kg <MDL2,4-Dinitrophenol 33 66.7 ug/Kg <MDL4-Nitrophenol 33 66.7 ug/Kg <MDLDibenzofuran 17 33.3 ug/Kg <MDL2,4-Dinitrotoluene 6.7 13.3 ug/Kg <MDLDiethyl Phthalate 17 33.3 ug/Kg <MDL4-Chlorophenyl Phenyl Ether 10 16.7 ug/Kg <MDLFluorene 10 16.7 ug/Kg <MDL4-Nitroaniline 67 100 ug/Kg <MDL4,6-Dinitro-O-Cresol 33 66.7 ug/Kg <MDLN-Nitrosodiphenylamine 17 33.3 ug/Kg <MDL

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1,2-Diphenylhydrazine 33 66.7 ug/Kg <MDL4-Bromophenyl Phenyl Ether 6.7 10 ug/Kg <MDLHexachlorobenzene 10 16.7 ug/Kg <MDLPentachlorophenol 17 33.3 ug/Kg <MDLn-Octadecane 10 20 ug/Kg <MDLPhenanthrene 10 16.7 ug/Kg <MDLAnthracene 10 16.7 ug/Kg <MDLCarbazole 17 33.3 ug/Kg <MDLDi-N-Butyl Phthalate 17 33.3 ug/Kg <MDLFluoranthene 10 20 ug/Kg <MDLPyrene 10 16.7 ug/Kg <MDLBenzyl Butyl Phthalate 10 16.7 ug/Kg <MDLBenzo(a)anthracene 10 16.7 ug/Kg <MDLChrysene 10 16.7 ug/Kg <MDLBis(2-Ethylhexyl)Phthalate 10 16.7 ug/Kg <MDLDi-N-Octyl Phthalate 10 16.7 ug/Kg <MDLBenzo(b,j,k)fluoranthene 27 50 ug/Kg <MDLBenzo(a)pyrene 17 33.3 ug/Kg <MDLIndeno(1,2,3-Cd)Pyrene 17 33.3 ug/Kg <MDLDibenzo(a,h)anthracene 27 50 ug/Kg <MDLBenzo(g,h,i)perylene 17 33.3 ug/Kg <MDL

SB:WG149551-2 MB:WG149551-1 Matrix: OTHR SOLID Listtype:ORBNA Method:SW846 3550B*SW846 8270D Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitN-Nitrosodimethylamine 67 100 ug/Kg <MDL 1670 656 39 * 49--90Phenol 67 100 ug/Kg <MDL 1670 952 57 25--91Aniline 33 66.7 ug/Kg <MDL 1670 816 49 20--74Bis(2-Chloroethyl)Ether 10 16.7 ug/Kg <MDL 1670 767 46 39--1002-Chlorophenol 33 66.7 ug/Kg <MDL 1670 836 50 41--90n-Decane 10 20 ug/Kg <MDL 1670 490 29 20--1501,3-Dichlorobenzene 10 16.7 ug/Kg <MDL 1670 718 43 * 47--791,4-Dichlorobenzene 10 16.7 ug/Kg <MDL 1670 712 43 * 49--83Benzyl Alcohol 17 33.3 ug/Kg <MDL 1670 944 57 20--1131,2-Dichlorobenzene 10 16.7 ug/Kg <MDL 1670 741 44 * 51--802-Methylphenol 17 33.3 ug/Kg <MDL 1670 869 52 20--108Bis(2-Chloroisopropyl)Ether 33 66.7 ug/Kg <MDL 1670 472 28 27--1203-,4-Methylphenol 17 33.3 ug/Kg <MDL 1670 1020 61 25--104N-Nitrosodi-N-Propylamine 17 33.3 ug/Kg <MDL 1670 930 56 20--119

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Hexachloroethane 17 33.3 ug/Kg <MDL 1670 675 41 36--88Nitrobenzene 17 33.3 ug/Kg <MDL 1670 854 51 47--99Isophorone 17 33.3 ug/Kg <MDL 1670 669 40 35--1232-Nitrophenol 17 33.3 ug/Kg <MDL 1670 695 42 * 48--1002,4-Dimethylphenol 17 33.3 ug/Kg <MDL 1670 1020 61 20--125Bis(2-Chloroethoxy)Methane 17 33.3 ug/Kg <MDL 1670 922 55 35--117Benzoic Acid 67 100 ug/Kg <MDL 1670 188 11 * 20--1292,4-Dichlorophenol 17 33.3 ug/Kg <MDL 1670 1010 61 47--931,2,4-Trichlorobenzene 10 16.7 ug/Kg <MDL 1670 723 43 32--113Naphthalene 27 50 ug/Kg <MDL 1670 830 50 37--1054-Chloroaniline 33 66.7 ug/Kg <MDL 1670 704 42 20--97Hexachlorobutadiene 17 33.3 ug/Kg <MDL 1670 800 48 29--1174-Chloro-3-Methylphenol 33 66.7 ug/Kg <MDL 1670 1340 80 20--1232-Methylnaphthalene 27 50 ug/Kg <MDL 1670 836 50 20--141Hexachlorocyclopentadiene 17 33.3 ug/Kg <MDL 1670 468 28 20--542,4,6-Trichlorophenol 67 133 ug/Kg <MDL 1670 865 52 * 55--1082,3-Dichloroaniline 33 66.7 ug/Kg <MDL 1670 940 56 20--1502,4,5-Trichlorophenol 67 133 ug/Kg <MDL 1670 1210 73 44--1322-Chloronaphthalene 10 16.7 ug/Kg <MDL 1670 815 49 * 51--982-Nitroaniline 67 100 ug/Kg <MDL 1670 1230 74 49--123Dimethyl Phthalate 6.7 10 ug/Kg <MDL 1670 1340 80 56--1252,6-Dinitrotoluene 6.7 13.3 ug/Kg <MDL 1670 1220 73 66--110Acenaphthylene 10 16.7 ug/Kg <MDL 1670 1000 60 45--1233-Nitroaniline 67 100 ug/Kg <MDL 1670 1020 61 23--123Acenaphthene 6.7 13.3 ug/Kg <MDL 1670 1070 64 45--1152,4-Dinitrophenol 33 66.7 ug/Kg <MDL 1670 998 60 20--1234-Nitrophenol 33 66.7 ug/Kg <MDL 1670 1330 80 52--119Dibenzofuran 17 33.3 ug/Kg <MDL 1670 1160 69 63--1002,4-Dinitrotoluene 6.7 13.3 ug/Kg <MDL 1670 1410 84 67--117Diethyl Phthalate 17 33.3 ug/Kg <MDL 1670 1420 85 59--1304-Chlorophenyl Phenyl Ether 10 16.7 ug/Kg <MDL 1670 1020 61 * 62--107Fluorene 10 16.7 ug/Kg <MDL 1670 1080 65 43--1344-Nitroaniline 67 100 ug/Kg <MDL 1670 1380 83 46--1074,6-Dinitro-O-Cresol 33 66.7 ug/Kg <MDL 1670 1320 79 34--127N-Nitrosodiphenylamine 17 33.3 ug/Kg <MDL 1670 1550 93 70--1311,2-Diphenylhydrazine 33 66.7 ug/Kg <MDL 1670 1440 86 56--1274-Bromophenyl Phenyl Ether 6.7 10 ug/Kg <MDL 1670 1500 90 73--126Hexachlorobenzene 10 16.7 ug/Kg <MDL 1670 1280 77 58--129Pentachlorophenol 17 33.3 ug/Kg <MDL 1670 1190 71 49--105

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n-Octadecane 10 20 ug/Kg <MDL 1670 1950 117 20--150Phenanthrene 10 16.7 ug/Kg <MDL 1670 1510 91 52--128Anthracene 10 16.7 ug/Kg <MDL 1670 1410 85 44--138Carbazole 17 33.3 ug/Kg <MDL 1670 1420 85 32--150Di-N-Butyl Phthalate 17 33.3 ug/Kg <MDL 1670 1690 101 72--130Fluoranthene 10 20 ug/Kg <MDL 1670 1420 85 47--150Pyrene 10 16.7 ug/Kg <MDL 1670 1630 98 49--139Benzyl Butyl Phthalate 10 16.7 ug/Kg <MDL 1670 1850 111 65--126Benzo(a)anthracene 10 16.7 ug/Kg <MDL 1670 1410 85 40--146Chrysene 10 16.7 ug/Kg <MDL 1670 1460 88 42--137Bis(2-Ethylhexyl)Phthalate 10 16.7 ug/Kg <MDL 1670 1830 110 54--149Di-N-Octyl Phthalate 10 16.7 ug/Kg <MDL 1670 2170 130 * 64--116Benzo(b,j,k)fluoranthene 27 50 ug/Kg <MDL 5000 4720 94 39--150Benzo(a)pyrene 17 33.3 ug/Kg <MDL 1670 1510 90 51--126Indeno(1,2,3-Cd)Pyrene 17 33.3 ug/Kg <MDL 1670 1340 81 29--150Dibenzo(a,h)anthracene 27 50 ug/Kg <MDL 1670 1100 66 30--150Benzo(g,h,i)perylene 17 33.3 ug/Kg <MDL 1670 1310 79 30--150

MSD:WG149551-4 MS:WG149551-3 L66600-2 Matrix: SOIL Listtype:ORBNA Method:SW846 3550B*SW846 8270D Project:423530 Pkey:STD(Matrix Spike Duplicate, Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimit TrueValue MSD Value% Rec Qual RPD Qual LabLimitN-Nitrosodimethylamine 67 100 ug/Kg <MDL 1670 568 34 24--78 1670 544 33 4 0--35Phenol 67 100 ug/Kg <MDL 1670 1010 61 31--99 1670 985 59 3 0--35Aniline 33 66.7 ug/Kg <MDL 1670 546 33 20--43 1670 428 26 24 0--35Bis(2-Chloroethyl)Ether 10 16.7 ug/Kg <MDL 1670 777 47 26--90 1670 721 43 7 0--352-Chlorophenol 33 66.7 ug/Kg <MDL 1670 885 53 38--95 1670 834 50 6 0--35n-Decane 10 20 ug/Kg <MDL 1670 415 25 20--150 1670 394 24 5 0--351,3-Dichlorobenzene 10 16.7 ug/Kg <MDL 1670 659 40 * 43--70 1670 620 37 * 6 0--351,4-Dichlorobenzene 10 16.7 ug/Kg <MDL 1670 657 39 38--88 1670 612 37 * 7 0--35Benzyl Alcohol 17 33.3 ug/Kg <MDL 1670 1000 60 35--95 1670 999 60 0 0--351,2-Dichlorobenzene 10 16.7 ug/Kg <MDL 1670 699 42 * 49--72 1670 648 39 * 8 0--352-Methylphenol 17 33.3 ug/Kg <MDL 1670 984 59 20--132 1670 1020 61 4 0--35Bis(2-Chloroisopropyl)Ether 33 66.7 ug/Kg <MDL 1670 488 29 20--148 1670 451 27 8 0--353-,4-Methylphenol 17 33.3 ug/Kg <MDL 1670 1160 69 20--143 1670 1170 70 1 0--35N-Nitrosodi-N-Propylamine 17 33.3 ug/Kg <MDL 1670 667 40 25--135 1670 546 33 20 0--35Hexachloroethane 17 33.3 ug/Kg <MDL 1670 628 38 26--72 1670 579 35 8 0--35Nitrobenzene 17 33.3 ug/Kg <MDL 1670 897 54 33--85 1670 834 50 7 0--35Isophorone 17 33.3 ug/Kg <MDL 1670 771 46 20--122 1670 746 45 3 0--352-Nitrophenol 17 33.3 ug/Kg <MDL 1670 781 47 41--88 1670 738 44 6 0--35

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2,4-Dimethylphenol 17 33.3 ug/Kg <MDL 1670 1060 63 20--150 1670 1250 75 17 0--35Bis(2-Chloroethoxy)Methane 17 33.3 ug/Kg <MDL 1670 1040 62 33--103 1670 991 59 5 0--35Benzoic Acid 67 100 ug/Kg <MDL 1670 1330 80 45--86 1670 1460 88 * 10 0--352,4-Dichlorophenol 17 33.3 ug/Kg <MDL 1670 1240 75 32--120 1670 1250 75 0 0--351,2,4-Trichlorobenzene 10 16.7 ug/Kg <MDL 1670 755 45 27--111 1670 711 43 6 0--35Naphthalene 27 50 ug/Kg <MDL 1670 886 53 36--103 1670 838 50 6 0--354-Chloroaniline 33 66.7 ug/Kg <MDL 1670 345 21 20--61 1670 254 15 * 30 0--35Hexachlorobutadiene 17 33.3 ug/Kg <MDL 1670 852 51 25--104 1670 802 48 6 0--354-Chloro-3-Methylphenol 33 66.7 ug/Kg <MDL 1670 1560 94 30--126 1670 1610 97 3 0--352-Methylnaphthalene 27 50 ug/Kg <MDL 1670 976 59 22--150 1670 952 57 3 0--35Hexachlorocyclopentadiene 17 33.3 ug/Kg <MDL 1670 425 25 20--42 1670 374 22 13 0--352,4,6-Trichlorophenol 67 133 ug/Kg <MDL 1670 1050 63 54--134 1670 1100 66 5 0--352,3-Dichloroaniline 33 66.7 ug/Kg <MDL 1670 1130 68 20--147 1670 1160 70 3 0--352,4,5-Trichlorophenol 67 133 ug/Kg <MDL 1670 1290 77 24--150 1670 1360 81 5 0--352-Chloronaphthalene 10 16.7 ug/Kg <MDL 1670 983 59 50--115 1670 1020 61 3 0--352-Nitroaniline 67 100 ug/Kg <MDL 1670 1250 75 57--116 1670 1290 77 3 0--35Dimethyl Phthalate 6.7 10 ug/Kg <MDL 1670 1320 79 65--111 1670 1340 80 2 0--352,6-Dinitrotoluene 6.7 13.3 ug/Kg <MDL 1670 1190 72 72--95 1670 1220 73 2 0--35Acenaphthylene 10 16.7 ug/Kg <MDL 1670 1170 70 47--137 1670 1210 73 3 0--353-Nitroaniline 67 100 ug/Kg <MDL 1670 860 52 20--87 1670 836 50 3 0--35Acenaphthene 6.7 13.3 ug/Kg <MDL 1670 1270 76 52--120 1670 1330 80 4 0--352,4-Dinitrophenol 33 66.7 ug/Kg <MDL 1670 1350 81 20--111 1670 1380 83 3 0--354-Nitrophenol 33 66.7 ug/Kg <MDL 1670 1260 75 47--125 1670 1330 80 5 0--35Dibenzofuran 17 33.3 ug/Kg <MDL 1670 1310 79 69--107 1670 1350 81 3 0--352,4-Dinitrotoluene 6.7 13.3 ug/Kg <MDL 1670 1310 79 62--101 1670 1340 80 2 0--35Diethyl Phthalate 17 33.3 ug/Kg <MDL 1670 1320 79 69--105 1670 1340 81 2 0--354-Chlorophenyl Phenyl Ether 10 16.7 ug/Kg <MDL 1670 1100 66 61--109 1670 1140 68 3 0--35Fluorene 10 16.7 ug/Kg <MDL 1670 1150 69 46--140 1670 1180 71 3 0--354-Nitroaniline 67 100 ug/Kg <MDL 1670 1080 65 20--89 1670 1140 69 5 0--354,6-Dinitro-O-Cresol 33 66.7 ug/Kg <MDL 1670 1360 82 20--122 1670 1370 82 1 0--35N-Nitrosodiphenylamine 17 33.3 ug/Kg <MDL 1670 1450 87 20--150 1670 1490 89 2 0--351,2-Diphenylhydrazine 33 66.7 ug/Kg <MDL 1670 1460 88 58--136 1670 1510 90 3 0--354-Bromophenyl Phenyl Ether 6.7 10 ug/Kg <MDL 1670 1490 90 80--134 1670 1540 92 3 0--35Hexachlorobenzene 10 16.7 ug/Kg <MDL 1670 1200 72 63--138 1670 1220 73 2 0--35Pentachlorophenol 17 33.3 ug/Kg <MDL 1670 1270 76 47--125 1670 1430 86 12 0--35n-Octadecane 10 20 ug/Kg <MDL 1670 1930 116 20--150 1670 2010 121 4 0--35Phenanthrene 10 16.7 ug/Kg <MDL 1670 1420 85 34--146 1670 1450 87 2 0--35Anthracene 10 16.7 ug/Kg <MDL 1670 1310 79 53--136 1670 1340 81 2 0--35Carbazole 17 33.3 ug/Kg <MDL 1670 1300 78 44--150 1670 1340 81 3 0--35

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Di-N-Butyl Phthalate 17 33.3 ug/Kg <MDL 1670 1550 93 85--116 1670 1580 95 2 0--35Fluoranthene 10 20 ug/Kg <MDL 1670 1310 79 48--150 1670 1350 81 3 0--35Pyrene 10 16.7 ug/Kg <MDL 1670 1500 90 50--150 1670 1530 92 2 0--35Benzyl Butyl Phthalate 10 16.7 ug/Kg <MDL 1670 1730 104 79--126 1670 1760 105 2 0--35Benzo(a)anthracene 10 16.7 ug/Kg <MDL 1670 1280 77 41--147 1670 1310 79 3 0--35Chrysene 10 16.7 ug/Kg <MDL 1670 1350 81 38--133 1670 1370 82 2 0--35Bis(2-Ethylhexyl)Phthalate 10 16.7 ug/Kg 12 1670 1720 102 40--150 1670 1770 105 3 0--35Di-N-Octyl Phthalate 10 16.7 ug/Kg <MDL 1670 2040 122 38--150 1670 2080 125 2 0--35Benzo(b,j,k)fluoranthene 27 50 ug/Kg <MDL 5000 4310 86 38--150 5000 4420 88 3 0--35Benzo(a)pyrene 17 33.3 ug/Kg <MDL 1670 1390 83 53--130 1670 1410 85 2 0--35Indeno(1,2,3-Cd)Pyrene 17 33.3 ug/Kg <MDL 1670 1220 73 36--142 1670 1220 73 1 0--35Dibenzo(a,h)anthracene 27 50 ug/Kg <MDL 1670 991 59 36--137 1670 989 59 0 0--35Benzo(g,h,i)perylene 17 33.3 ug/Kg <MDL 1670 1170 70 30--150 1670 1170 70 0 0--35

LD:WG149551-5 L66600-3 Matrix: SOIL Listtype:ORBNA Method:SW846 3550B*SW846 8270D Project:423530 Pkey:STD(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitN-Nitrosodimethylamine 67 100 ug/Kg <MDL <MDL 0--35Phenol 67 100 ug/Kg <MDL <MDL 0--35Aniline 33 66.7 ug/Kg <MDL <MDL 0--35Bis(2-Chloroethyl)Ether 10 16.7 ug/Kg <MDL <MDL 0--352-Chlorophenol 33 66.7 ug/Kg <MDL <MDL 0--35n-Decane 10 20 ug/Kg <MDL <MDL 0--351,3-Dichlorobenzene 10 16.7 ug/Kg <MDL <MDL 0--351,4-Dichlorobenzene 10 16.7 ug/Kg <MDL <MDL 0--35Benzyl Alcohol 17 33.3 ug/Kg <MDL <MDL 0--351,2-Dichlorobenzene 10 16.7 ug/Kg <MDL <MDL 0--352-Methylphenol 17 33.3 ug/Kg <MDL <MDL 0--35Bis(2-Chloroisopropyl)Ether 33 66.7 ug/Kg <MDL <MDL 0--353-,4-Methylphenol 17 33.3 ug/Kg <MDL <MDL 0--35N-Nitrosodi-N-Propylamine 17 33.3 ug/Kg <MDL <MDL 0--35Hexachloroethane 17 33.3 ug/Kg <MDL <MDL 0--35Nitrobenzene 17 33.3 ug/Kg <MDL <MDL 0--35Isophorone 17 33.3 ug/Kg <MDL <MDL 0--352-Nitrophenol 17 33.3 ug/Kg <MDL <MDL 0--352,4-Dimethylphenol 17 33.3 ug/Kg <MDL <MDL 0--35Bis(2-Chloroethoxy)Methane 17 33.3 ug/Kg <MDL <MDL 0--35Benzoic Acid 67 100 ug/Kg <MDL <MDL 0--352,4-Dichlorophenol 17 33.3 ug/Kg <MDL <MDL 0--35

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

1,2,4-Trichlorobenzene 10 16.7 ug/Kg <MDL <MDL 0--35Naphthalene 27 50 ug/Kg <MDL <MDL 0--354-Chloroaniline 33 66.7 ug/Kg <MDL <MDL 0--35Hexachlorobutadiene 17 33.3 ug/Kg <MDL <MDL 0--354-Chloro-3-Methylphenol 33 66.7 ug/Kg <MDL <MDL 0--352-Methylnaphthalene 27 50 ug/Kg <MDL <MDL 0--35Hexachlorocyclopentadiene 17 33.3 ug/Kg <MDL <MDL 0--352,4,6-Trichlorophenol 67 133 ug/Kg <MDL <MDL 0--352,3-Dichloroaniline 33 66.7 ug/Kg <MDL <MDL 0--352,4,5-Trichlorophenol 67 133 ug/Kg <MDL <MDL 0--352-Chloronaphthalene 10 16.7 ug/Kg <MDL <MDL 0--352-Nitroaniline 67 100 ug/Kg <MDL <MDL 0--35Dimethyl Phthalate 6.7 10 ug/Kg <MDL <MDL 0--352,6-Dinitrotoluene 6.7 13.3 ug/Kg <MDL <MDL 0--35Acenaphthylene 10 16.7 ug/Kg <MDL <MDL 0--353-Nitroaniline 67 100 ug/Kg <MDL <MDL 0--35Acenaphthene 6.7 13.3 ug/Kg <MDL <MDL 0--352,4-Dinitrophenol 33 66.7 ug/Kg <MDL <MDL 0--354-Nitrophenol 33 66.7 ug/Kg <MDL <MDL 0--35Dibenzofuran 17 33.3 ug/Kg <MDL <MDL 0--352,4-Dinitrotoluene 6.7 13.3 ug/Kg <MDL <MDL 0--35Diethyl Phthalate 17 33.3 ug/Kg <MDL <MDL 0--354-Chlorophenyl Phenyl Ether 10 16.7 ug/Kg <MDL <MDL 0--35Fluorene 10 16.7 ug/Kg <MDL <MDL 0--354-Nitroaniline 67 100 ug/Kg <MDL <MDL 0--354,6-Dinitro-O-Cresol 33 66.7 ug/Kg <MDL <MDL 0--35N-Nitrosodiphenylamine 17 33.3 ug/Kg <MDL <MDL 0--351,2-Diphenylhydrazine 33 66.7 ug/Kg <MDL <MDL 0--354-Bromophenyl Phenyl Ether 6.7 10 ug/Kg <MDL <MDL 0--35Hexachlorobenzene 10 16.7 ug/Kg <MDL <MDL 0--35Pentachlorophenol 17 33.3 ug/Kg <MDL <MDL 0--35n-Octadecane 10 20 ug/Kg 27.3 21.4 25 0--35Phenanthrene 10 16.7 ug/Kg <MDL <MDL 0--35Anthracene 10 16.7 ug/Kg <MDL <MDL 0--35Carbazole 17 33.3 ug/Kg <MDL <MDL 0--35Di-N-Butyl Phthalate 17 33.3 ug/Kg <MDL <MDL 0--35Fluoranthene 10 20 ug/Kg 22.4 19 15 0--35Pyrene 10 16.7 ug/Kg 69.3 55.1 23 0--35Benzyl Butyl Phthalate 10 16.7 ug/Kg <MDL 15 0--35

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

Benzo(a)anthracene 10 16.7 ug/Kg 14 13 0--35Chrysene 10 16.7 ug/Kg 20.6 19.9 4 0--35Bis(2-Ethylhexyl)Phthalate 10 16.7 ug/Kg 186 87.9 72 * 0--35Di-N-Octyl Phthalate 10 16.7 ug/Kg <MDL <MDL 0--35Benzo(b,j,k)fluoranthene 27 50 ug/Kg 54 55 2 0--35Benzo(a)pyrene 17 33.3 ug/Kg 24 23 0--35Indeno(1,2,3-Cd)Pyrene 17 33.3 ug/Kg <MDL 25 0--35Dibenzo(a,h)anthracene 27 50 ug/Kg <MDL <MDL 0--35Benzo(g,h,i)perylene 17 33.3 ug/Kg 19 26 0--35

Surrogate:

2,4,6-Tribromophenol

2-Fluorobiphenyl

2-Fluorophenol

d14-Terphenyl

d4-2-Chlorophenol

d5-Nitrobenzene

d5-Phenol

(Lab Limits) 20--150 22--135 20--120 45--150 13--101 16--103 20--119L66600-1 69 42 35 69 35 30 45L66600-2 72 48 41 70 41 35 54L66600-3 63 36 28 67 29 25 37WG149551-1 40 36 39 75 36 34 43WG149551-2 70 41 48 73 45 42 55WG149551-3 67 49 49 67 48 45 60WG149551-4 71 51 46 69 46 42 59WG149551-5 64 38 27 68 27 24 35

Workgroup: WG149554 (GS#193) Run ID: R216161

MB:WG149554-1 Matrix: OTHR SOLID Listtype:ORWTPH-G Method:WDOE NWTPH-GX Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualGasoline Range (C7-C12) 5 5 mg/Kg <MDL

SBD:WG149554-3 SB:WG149554-2 MB:WG149554-1 Matrix: SOIL Listtype:ORWTPH-G Method:WDOE NWTPH-GX Project: Pkey:STD(Spiked Blank Duplicate, Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimit TrueValue SBD Value % Rec Qual RPD Qual LabLimitGasoline Range (C7-C12) 5 5 mg/Kg <MDL 50 40.4 81 50--150 50 41.8 84 3 0--35

LD:WG149554-4 L66600-1 Matrix: SOIL Listtype:ORWTPH-G Method:WDOE NWTPH-GX Project:423530 Pkey:STD(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitGasoline Range (C7-C12) 5.3 5.3 mg/Kg <MDL <MDL 0--35

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

Surrogate:

4-Bromofluorobenzene

d8-Toluene

(Lab Limits) 50--150 50--150L66600-1 89 98WG149554-1 93 99WG149554-2 95 100WG149554-3 91 99WG149554-4 95 99

Workgroup: WG149580 (PCB PPS#688) Run ID: R216000

MB:WG149580-1 Matrix: OTHR SOLID Listtype:ORPCB Method:SW846 3550B*SW846 8082A Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualAroclor 1016 0.83 3.33 ug/Kg <MDLAroclor 1221 2.5 3.33 ug/Kg <MDLAroclor 1232 2.5 3.33 ug/Kg <MDLAroclor 1242 0.83 3.33 ug/Kg <MDLAroclor 1248 0.83 3.33 ug/Kg <MDLAroclor 1254 0.83 3.33 ug/Kg <MDLAroclor 1260 0.83 3.33 ug/Kg <MDLTotal Aroclors 2.5 3.33 ug/Kg <MDL

SB:WG149580-2 MB:WG149580-1 Matrix: OTHR SOLID Listtype:ORPCB Method:SW846 3550B*SW846 8082A Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitAroclor 1242 0.83 3.33 ug/Kg <MDL 66.7 36.7 55 38--100Aroclor 1260 0.83 3.33 ug/Kg <MDL 66.7 61.7 93 70--109

MSD:WG149580-4 MS:WG149580-3 L66601-2 Matrix: SALTWTRSED Listtype:ORPCB Method:SW846 3550B*SW846 8082A Project:423530 Pkey:SED(Matrix Spike Duplicate, Matrix Spike)Parameter MDL RDL Units SAMP Valu TrueValueMS Value % Rec. Qual LabLimit TrueValue MSD Value% Rec Qual RPD Qual LabLimitAroclor 1242 8.3 33.3 ug/Kg <MDL 66.7 259 389 * 51--100 66.7 230 344 * 12 0--35Aroclor 1260 8.3 33.3 ug/Kg 254 66.7 231 -34 * 35--108 66.7 227 -40 * 2 0--35

LD:WG149580-5 L66601-5 Matrix: SALTWTRSED Listtype:ORPCB Method:SW846 3550B*SW846 8082A Project:423530 Pkey:SED

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitAroclor 1016 0.83 3.33 ug/Kg <MDL <MDL 0--35Aroclor 1221 2.5 3.33 ug/Kg <MDL <MDL 0--35Aroclor 1232 2.5 3.33 ug/Kg <MDL <MDL 0--35Aroclor 1242 0.83 3.33 ug/Kg <MDL <MDL 0--35Aroclor 1248 0.83 3.33 ug/Kg 15.5 46.5 100 * 0--35Aroclor 1254 0.83 3.33 ug/Kg 20 29.8 39 * 0--35Aroclor 1260 0.83 3.33 ug/Kg 18.7 18.7 0 0--35Total Aroclors 0.83 3.33 ug/Kg 54.2 95 55 * 0--35

Surrogate:

2,4,5,6-Tetrachloro-m-xylene

Decachlorobiphenyl

(Lab Limits) 22--113 51--115L66600-1 68 72L66600-2 60 74L66600-3 60 84L66601-1 55 74L66601-2 59 78L66601-3 63 70L66601-4 61 66L66601-5 57 67L66601-6 66 81L66601-7 59 75L66601-8 29 35 *L66601-9 67 74L66601-10 58 68L66601-11 60 74L66601-12 62 68WG149580-1 55 89WG149580-2 42 87WG149580-3 61 82WG149580-4 60 80WG149580-5 67 80

Workgroup: WG149608 (ds#378 wtph-dx) Run ID: R215948

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LIMSView QC Report for GWWTS Excavated Material and Sediment Characterization - Data Validation

MB:WG149608-1 Matrix: OTHR SOLID Listtype:ORWTPH-DX Method:WDOE NWTPH-DX Project: Pkey:STD(Method Blank)Parameter MDL RDL Units MB Value QualDiesel Range (>C12-C24) 25 25 mg/Kg <MDLLube Oil Range (>C24) 25 25 mg/Kg <MDL

SB:WG149608-2 MB:WG149608-1 Matrix: OTHR SOLID Listtype:ORWTPH-DX Method:WDOE NWTPH-DX Project: Pkey:STD(Spike Blank, Method Blank)Parameter MDL RDL Units MB Value TrueValueSB Value % Rec. Qual LabLimitDiesel Range (>C12-C24) 25 25 mg/Kg <MDL 150 111 74 50--150Lube Oil Range (>C24) 25 25 mg/Kg <MDL 150 151 100 50--150

LD:WG149608-3 L66600-1 Matrix: SOIL Listtype:ORWTPH-DX Method:WDOE NWTPH-DX Project:423530 Pkey:STD(Lab Duplicate)Parameter MDL RDL Units SAMP Valu LD Value RPD Qual LabLimitDiesel Range (>C12-C24) 25 25 mg/Kg <MDL <MDL 0--35Lube Oil Range (>C24) 25 25 mg/Kg 58.1 29.1 66 * 0--35

Surrogate:

2-Fluorobiphenyl

Pentacosane

(Lab Limits) 50--150 50--150L66600-1 86 103WG149608-1 90 101WG149608-2 105 105WG149608-3 86 104

======================================================================================If the following parameters are reported, values in the RPD column are actually Absolute Differences: pH, Field Salinity, Field Sample Depth Sample Temperature, Field

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Part 2 Data Validation Memorandum for

Dioxin/Furan Data

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L:\King County\Duwamish\GWWTS Sediments\38060COV.wpd UL-SF

LABORATORY DATA CONSULTANTS, INC. 2701 Loker Ave. West, Suite 220, Carlsbad, CA 92010 Bus: 760-827-1100 Fax: 760-827-1099

King County Environmental Laboratory February 14, 2017322 W. Ewing StreetSeattle WA 98119ATTN: Mr. Fritz Grothkopp

SUBJECT: LDW, GWWTS Sediments, Data Validation

Dear Mr. Grothkopp,

Enclosed is the final validation report for the fraction listed below. This SDG was received onFebruary 3, 2017. Attachment 1 is a summary of the samples that were reviewed for eachanalysis.

LDC Project #38060:

SDG # Fraction

PR164136 Polychlorinated Dioxins/Dibenzofurans

The data validation was performed under Level III guidelines. The analyses were validatedusing the following documents, as applicable to each method:

! Excavated Material and Sediment Characterization quality Assurance ProjectPlan, Georgetown Wet Weather Treatment Station, August 2016

! EPA Region 10 SOP for the validation of Polychlorinated Dibenzodioxin andPolychlorinated Dibenzofuran Data, Revision 2.0, January 31, 1996

Please feel free to contact us if you have any questions.

Sincerely,

Stella CuencoOperations Manager/Senior Chemist

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Shaded cells indicate Level IV validation (all other cells are Level II validation). These sample counts do not include MS/MSD, and DUPs L:\King County\Duwamish\GWWTS Sediments\38060ST.wpd

191 pages-SF 2 W EEK TAT Attachment 1

EDD III LDC #38060 (King County - Seattle WA / Lower Duwamish Waterway, GWWTS Sediments)

LDC SDG#

DATE

REC'D

(3)

DATE

DUE

Dioxins

(1613B)

Matrix: W ater/Sediment W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S

A PR164136 02/03/17 02/17/17 0 12

Total T/SC 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12

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LDC Report# 38060A21

Laboratory Data Consultants, Inc. Data Validation Report

Project/Site Name: Lower Duwamish Waterway, GWWTS Sediments

LDC Report Date: February 14, 2017

Parameters: Dioxins/Dibenzofurans

Validation Level: Level Ill

Laboratory: Pacific Rim Laboratories, Inc.

Sample Delivery Group (SDG): PR 164136

Laboratory Sample Collection Sample Identification Identification Matrix Date

L6660-1 PR164136 Sediment 11/15/16 L6661-2 PR164137 Sediment 11/15/16 L6661-3 PR164138 Sediment 11/15/16 L6661-4 PR164139 Sediment 11/15/16 L6661-5 PR164140 Sediment 11/15/16 L6661-6 PR164141 Sediment 11/15/16 L6661-7 PR164142 Sediment 11/15/16 L6661-8 PR164143 Sediment 11/15/16 L6661-9 PR164144 Sediment 11/15/16 L6661-1 0 PR164145 Sediment 11/15/16 L6661-11 PR164146 Sediment 11/15/16 L6661-12 PR164147 Sediment 11/15/16 L6661-2DUP PR164137DUP Sediment 11/15/16

V:\LOGIN\KING COUNTY\DUWAMISH\GWWTS SEDIMENTS\38060A21_~C3. DOC

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Introduction

This Data Validation Report (DVR) presents data validation findings and results for the associated samples listed on the cover page. Data validation was performed in accordance with the Excavated Material and Sediment Characterization Quality Assurance Project Plan, Georgetown Wet Weather Treatment Station (GWWTS) (August 2016) and the EPA Region 1 0 SOP for the Validation of Polychlorinated Dibenzodioxin (PCDD) and Polychlorinated Dibenzofuran (PCDF) Data (Revision 2.0, January 31, 1996). Where specific guidance was not available, the data has been evaluated in a conservative manner consistent with industry standards using professional experience.

This review follows the Green River Study, Suspended Solids Characterization Sampling and Analysis Plan (January 2013).

The analyses were performed by the following method:

Polychlorinated Dioxins/Dibenzofurans by Environmental Protection Agency (EPA) Method 16138

All sample results were subjected to Level Ill data validation, which comprises an evaluation of quality control (QC) summary results.

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The following are definitions of the data qualifiers:

U Indicates the compound or analyte was analyzed for but not detected at or above the stated limit.

J Indicates an estimated value.

J1 Blank Contamination: Indicates possible high bias and/or false positives.

J2 Calibration Range exceeded: Indicates possible low bias.

J3 Holding times not met: Indicates low bias for most analytes.

J4 Other QC parameters outside control limits: bias not readily determined.

J5 Other QC parameters outside control limits. The reported results appear to be biased high. The actual value of target compound in the sample may be lower than the value reported by the laboratory.

J6 Other QC parameters outside control limits. The reported results appear to be biased low. The actual value of target compound in the sample may be higher than the value reported by the laboratory.

R Quality control indicates the data is not usable.

NJ Presumptive evidence of presence of the compound at an estimated quantity.

UJ Indicates the compound or analyte was analyzed for but not detected. The sample detection limit is an estimated value.

A Indicates the finding is based upon technical validation criteria.

P Indicates the finding is related to a protocol/contractual deviation.

None Indicates the data was not significantly impacted by the finding, therefore qualification was not required.

A qualification summary table is provided at the end of this report if data has been qualified. Flags are classified as P (protocol) or A (advisory) to indicate whether the flag is due to a laboratory deviation from a specified protocol or is of technical advisory nature.

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I. Sample Receipt and Technical Holding Times

All samples were received in good condition and cooler temperatures upon receipt met validation criteria.

All technical holding time requirements were met.

II. HRGC/HRMS Instrument Performance Check

Instrument performance was checked at the required daily frequency.

Retention time windows were established for all homologues. The chromatographic resolution between 2,3,7,8-TCDD and peaks representing any other unlabeled TCDD isomer was less than or equal to 25%.

The static resolving power was at least 10,000 (10% valley definition).

Ill. Initial Calibration and Initial Calibration Verification

A five point initial calibration was performed as required by the method.

The percent relative standard deviations (%RSD) were less than or equal to 20.0% for all compounds.

The ion abundance ratios for all PCDDs and PCDFs were within validation criteria.

IV. Continuing Calibration

Continuing calibration was performed at the required frequencies.

All of the continuing calibration results were within the QC limits for unlabeled compounds and labeled compounds.

The ion abundance ratios for all PCDDs and PCDFs were within validation criteria.

V. Laboratory Blanks

Laboratory blanks were analyzed as required by the method. No contaminants were found in the laboratory blanks with the following exceptions:

Extraction Associated Blank ID Date Compound Concentration Samples

MB 12/17/16 OCDD 0.499 ng/Kg All samples in SDG PR164136

Sample concentrations were compared to concentrations detected in the laboratory blanks. The sample concentrations were either not detected or were significantly greater (>5X blank contaminants) than the concentrations found in the associated laboratory blanks.

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Results flagged "N" or "NJ" by the laboratory as estimated maximum possible concentration (EMPC) are considered not detected.

VI. Field Blanks

No field blanks were identified in this SDG.

VII. Matrix Spike/Matrix Spike Duplicates/Duplicates

The laboratory has indicated that there were no matrix spike (MS) and matrix spike duplicate (MSD) analyses specified for the samples in this SDG, and therefore matrix spike and matrix spike duplicate analyses were not performed for this SDG.

Duplicate (DUP) sample analysis was performed on an associated project sample. Results were within QC limits with the following exceptions:

DUPID (Associated Sam pies) Compound RPD (Limits) Flag AorP

L6661-2DUP OCDF 102.5 (S50) J (all detects) A (L6661-2 L6661-2DUP)

VIII. Ongoing Precision Recovery (OPR)

Ongoing precision recovery samples were analyzed as required by the method. Percent recoveries (%R) were within QC limits.

IX. Field Duplicates

No field duplicates were identified in this SDG.

X. Internal Standards

All internal standard recoveries (%R) were within QC limits.

XI. Compound Quantitation

All compound quantitation were within validation criteria with the following exceptions:

I Sample I Compound I Flag I AorP I All samples in SDG PR164136 All compounds flagged "N" or "NJ" by the u A

laboratory as EMPC.

Raw data were not reviewed for Level Ill validation.

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XII. Target Compound Identifications

Raw data were not reviewed for Level Ill validation.

XIII. System Performance

Raw data were not reviewed for Level Ill validation.

XIV. Overall Assessment of Data

The analysis was conducted within all specifications of the method. No results were rejected in this SDG.

Due to DUP RPD, data were qualified as not detected in two samples.

Due to sample results reported by the laboratory as EMPC, data were qualified as not detected in thirteen samples.

The quality control criteria reviewed, other than those discussed above, were met and are considered acceptable. Sample results that were found to be estimated (J) are usable for limited purposes only. Based upon the data validation all other results are considered valid and usable for all purposes.

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Lower Duwamish Waterway, GWWTS Sediments Dioxins/Dibenzofurans - Data Qualification Summary - SDG PR164136

I Sample I Compound I Flag I AorP I Reason

L6661-2 OCDF J (all detects) A Duplicate sample L6661-2DUP analysis (RPD)

L6660-1 All compounds flagged "N" or "NJ" by the u A Compound quantitation L6661-2 laboratory as EMPC. (EMPC) L6661-3 L6661-4 L6661-5 L6661-6 L6661-7 L6661-8 L6661-9 L6661-10 L6661-11 L6661-12 L6661-2DUP

Lower Duwamish Waterway, GWWTS Sediments

I

Dioxins/Dibenzofurans - Laboratory Blank Data Qualification Summary - SDG PR164136

No Sample Data Qualified in this SDG

Lower Duwamish Waterway, GWWTS Sediments Polychlorinated Dioxins/Dibenzofurans - Field Blank Data Qualification Summary -SDG PR164136

No Sample Data Qualified in this SDG

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LDC #: 38060A21 SDG #: PR164136

VALIDATION COMPLETENESS WORKSHEET Level Ill

Laboratory: Pacific Rim Laboratories. Inc.

METHOD: HRGC/HRMS Polychlorinated Dioxins/Dibenzofurans (EPA Method 16138)

Date~;/7 Page:_,L.~f

Reviewer: 2nd Reviewer: : .

The samples listed below were reviewed for each of the following validation areas. Validation findings are noted in attached validation findings worksheets.

I I.

II.

Ill.

IV.

v.

VI.

VII.

VIII.

IX.

X.

XI.

XII.

XIII.

XIV.

Note:

1

2

3

4

5

6

7

8

9

10

11

12

13

14

I ~alidatiao A[ea I I Cammeots

Sample receipUTechnical holding times is-HRGC/HRMS Instrument performance check ~ Initial calibration/J'C'o' -in ,Qs-o~~a_ Continuing calibration ~ t9e- uln~'-1-~

4N J--

Laboratory Blanks

Field blanks J Matrix spike/Matrix spike duplicates/ lb tAj) IJ~

I \ ~ ~ Laboratory control samples ~--

Field duplicates ~ Internal standards ~ Compound quantitation RULOQ/LODs ?\{ .All ,£tsU}-isfltKtfqRPI "II"~ 'At!- '~s eiUJ ~-t Target compound identification

System performance

Overall assessment of data

A = Acceptable N = Not provided/applicable SW = See worksheet

Client ID

L6660-1 ':'

L6E 01-2

L6E 01-3

L6E 01-4

L6E 01-5

L6E 01-6

L6E 01-7

L6E 01-8

L6E 01-9

L6E 01-10

L6E 01-11

L6E 01-12

L6E 61-2DUP

N

N

A ND =No compounds detected R = Rinsate FB = Field blank

L:\King County\Duwamish\GWWTS Sediments\38060A21W.wpd 1

" -../ ~

D = Duplicate TB = Trip blank EB = Equipment blank

LabiD

PR164136 /'

PR164137 /

PR164138-

PR164139 /

PR164140 /

PR164141 /

PR164142 ,...,...-

PR164143 /

PR164144 /

PR164145 /

PR164146 ,-

PR164147 /

PR164137DUP ./

SB=Source blank OTHER:

Matrix Date

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

Sediment 11/15/16

I

,

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VALIDATION FINDINGS WORKSHEET

METHOD: HRGC/HRMS Dioxins/Dibenzofurans (EPA SW 846 Method 8290)

- -----

A. 2,3,7,8-TCDD F. 1,2,3,4,6,7,8-HpCDD K. 1 ,2,3,4, 7 ,8-HxCDF P. 1,2,3,4,7,8,9-HpCDF U. Total HpCDD

B. 1,2,3,7,8-PeCDD G.OCDD L. 1 ,2,3,6,7,8-HxCDF Q.OCDF V. Total TCDF

I c. 1,2,3,4,7,8-HxCDD H. 2,:3,7,8-TCDF M. 2,3,4,6,7,8-HxCDF R. Total TCDD W. Total PeCDF

D. 1 ,2,3,6,7,8-HxCDD I. 1,2,3,7,8-PeCDF N. 1 ,2,3,7,8,9-HxCDF S. Total PeCOD X. Total HxCDF

i E. 1 ,2,3,7,8,9-HxCDD J. 2.~~.4,7,8-PeCDF 0.1,2,3,4,6,7,8-HpCDF T. Total HxCDD Y. Total HpCDF

COMPNDL.21C

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LDC #: 38060A21 VALIDATION FINDINGS WORIUHEET Blanks

METHOD: HRGC/HRMS Dioxins (EPA Method 16138)

Blank extraction date: 12/17/16 Blank analysis date: 1/20/17 uaiB

Page:-J..oW_

Reviewer:~ 2nd Reviewer:~

'">

0.499 [-2.495 I I I I I I I I I I I I I c--1 I I I I I I I I I I I I

Results flagged "N" or "NJ" by the laboratory as estimated maximum possible concentration (EMPC) are considered not detected.

CIRCLED RESULTS WERE NOT QUALIFIED. ALL RESULTS NOT CIRCLED WERE QUALIFIED BY THE FOLLOWING STATEMENT: All contaminants within five times the method blank concentration were qualified as not detected, "U".

V:\Pei\MB_Windward\38060A21.wpd

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LDC #: s-8??4?6 =>-/ VALIDATION FINDINGS WORKSHEET Matrix Spike/Matrix Spike Duplicates

METHOD: HRGC/HRMS Dioxins/Dibenzofurans (EPA S'li\' 846 Method az99t-/ 6/3.B)

Pie e see qualifications below for all questions answered "N". Not applicable questions are identified as "N/A".

Page: ~--) Reviewer:_---L.._

2nd Reviewer:~

Y N/A Were a matrix spike (MS) and matrix spike duplicate (MSD) analyzed for each matrix in this SDG? If no, indicate which matrix does not have an

~ associated MS/MSD. Soil/ Water. Was a MS/MSD analyzed every 20 samples of each matrix? Were the MS/MSD percent recoveries (%R) and the relative percent differences (RPD) within the QC limits?

MS MSD # Date MS/MSD ID Compound %R (Limits) %R (Limits) RPD (Limits) Associated Samples Qualifications

I~ &.. ( ) ( ) f IJZ>c ~ s-z:) ) ~i 13 -=::J~./ 'It\ ( ) ( ) ( ) I ( ~ l ) ( )

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MSD90

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The zip file provided contains two files:

File Format 1) Readme_GWWTS_021417.docx MS Word2007

MS Excel 2007 2) EDD 423530 GWWTS Sediments PR164136-4147.xlsx

02114117

Description A "Readme" file (this document).

SDG LDC# PR164136 38060A

No discrepancies were observed between the hardcopy data packages and the electronic data deliverables during EDD population of validation qualifiers. A 100% verification of the EDD was not performed.

Please contact Stella Cuenco at (760) 827-1100 ifyou have any questions regarding this electronic data submittal.

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix E: Washington State Toxic

Dangerous Waste Criteria

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Appendix E Washington State Toxic Dangerous Waste Criteria

The Washington State dangerous waste criteria (WAC 173-303-100) include a process to identify toxic dangerous wastes by (1) assigning a toxic category to each known constituent, (2) calculating an equivalent concentration (EC), which is used to determine the waste designation.

1. Toxic Category Toxic categories are determined by gathering toxicity data for each known constituent from available databases and comparing to the values presented in Table E-1 (WAC 173-303-100[5i]). The data suggesting the highest toxicity for any endpoint is used to determine the toxic category. Table E-1. Toxic categories for Washington State dangerous waste determination.

Toxic Category Fish LC50 (mg/L) Oral Rat LD50

(mg/kg) Inhalation Rat LC50

(mg/L) Dermal Rabbit LD50 (mg/kg)

X <0.01 <0.5 <0.02 <2 A 0.01 - <0.1 0.5 - <5 0.02 - <0.2 2 - <20 B 0.1 - <1 5 - <50 0.2 - <2 20 - <200 C 1 - <10 50 - <500 2 - <20 200 - <2000 D 10 - 100 500 - 5000 20 - 200 2000 - 20,000

LC50 – The concentration that is lethal to 50% of the test population. LD50 – The dose that is lethal to 50% of the test population. mg/L – milligrams per liter; mg/kg – milligrams per kilogram The Hazardous Substances Data Bank (HSDB) and Ecotoxicology database (ECOTOX) were used to identify toxicity data for this evaluation. Table E-2 lists the most representative toxicity data available for each compound detected in the samples characterizing excavated material (locators C1-PP, C2-VCL, and C3-VCL; sample IDs L66600-1 through -3). As prescribed in WAC 173-303-100(5i), toxicity data for salmonids were preferred, followed by data for fathead minnows, and then all other fish species. The toxic category, as determined by comparing concentrations to toxicity information from Table E-1, is also included.

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Georgetown Wet Weather Treatment Station: Excavated Material and Sediment Characterization – Data Report

King County Science and Technical Support Section April 2017

Table E-1. Toxic categories for Washington State dangerous waste determination.

Detected Compounds

Fish LC50

(mg/L)

Oral Rat LD50

(mg/kg)

Inhalation Rat LC50 (mg/L)

Dermal Rabbit LD50

(mg/kg)

Toxic Category Notes (Data Source)

Benzo(a)anthracene -- -- -- -- -- NA

Benzo(a)pyrene 1.29 -- -- -- C Zebra Danio 2.9 day test (EcoTox)

Benzo(b,j,k) fluoranthene -- -- -- -- -- NA

Benzo(g,h,i)perylene -- -- -- -- -- NA Chrysene -- -- -- -- -- NA

Fluoranthene 0.91 -- -- -- B Rainbow Trout 96hr test (HSDB)

Pyrene 2 -- -- -- C Rainbow Trout 24hr test (HSDB)

Bis(2-Ethylhexyl) Phthalate >100 -- -- -- non-toxic Coho Salmon 96hr

test (HSDB) n-Octadecane -- -- -- -- -- NA

Arsenic 9.9 -- -- -- C Fathead Minnow 96hr test (EcoTox)

Barium -- 118 -- -- C used Barium Chloride salt (HSDB)

Cadmium 0.001 to 0.677 -- -- -- X Rainbow Trout 1 to 28

day test (EcoTox)

Chromium 53.7 -- -- -- D Rainbow Trout 48hr test (EcoTox)

Chloride -- -- -- -- -- NA

Lead 0.2 -- -- -- B Rainbow Trout 14 day test (HSDB)

Silver -- >5,000 -- -- non-toxic (HSDB)

Mercury 0.3 -- -- -- B Rainbow Trout 48 hr test (EcoTox)

PCBs 1,300 D (HSDB) Dioxin TEQs -- -- -- 0.275 X (HSDB)

LC50 – The concentration that is lethal to 50% of the test population. LD50 – The dose that is lethal to 50% of the test population. mg/L – milligrams per liter; mg/kg – milligrams per kilogram NA – not available

2. Equivalent Concentration Calculation The concentration of each known constituent is then included in the following calculation:

Equivalent Concentration (%) =

∑X% + ∑A% + ∑B% + ∑C% + ∑D% 1 10 100 1000 10,000

The equivalent concentrations of sample constituents were between 0.0000063 to 0.000090%.Equivalent concentrations less than 0.001% are not classified as a toxic dangerous waste according to WAC 173-303-100(5iii). As such, results indicate that the material would not be classified a toxic dangerous waste.