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January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths...

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January 7, 2015 Mr. Daniel Bretzke City of Seattle Department of Finance and Administrative Services 700 Fifth Avenue Seattle, Washington 98124 SUBJECT: PHASE II ENVIRONMENTAL SITE ASSESSMENT Myers Way Property 9501 Myers Way South Seattle, Washington Project Number: 0987010 Dear Mr. Bretzke: SoundEarth Strategies, Inc. (SoundEarth) is pleased to submit this Phase II Environmental Site Assessment (Phase II ESA) for the abovereferenced property located in Seattle, Washington (the Property). The Property is undeveloped and consists of eight irregularlyshaped tax parcels (King County Parcel Nos. 3224049082, 0623049001, 0523049012, 0523049013, 0623049328, 0523049218, 0623049053, and 0523049259) that cover a total of approximately 1,545,038 square feet (35.47 acres). The Property includes an easement for power transmission lines. The Property location is shown on Figure 1. Information gathered by SoundEarth during a Phase I Environmental Assessment (Phase I ESA) of the Property in November 2014 confirmed the presence of impacted fill material beneath the Property, a constituted recognized environmental condition. The purpose of the Phase II ESA was to assess the current environmental quality of soil and groundwater beneath the Property as it relates to the impacted fill material. PROPERTY BACKGROUND According to information gathered in the course of SoundEarth’s Phase I ESA of the Property, it appears that the Property was initially developed with residences in the 1920s. The Property was used as a gravel and sand quarry from approximately 1943 through at least 1990. Extensive regrading activities occurred on the Property during its operation as a gravel and sand quarry. According to the Preliminary Subsurface Exploration Report, prepared by Terra Associates and dated February 18, 1985, localized areas where sand was excavated and exported was replaced by uncontrolled fill material at the Property. Some of this uncontrolled fill material reportedly contained pieces of asphalt, wood, bricks, and concrete. According to the Phase I Environmental Assessment Report, prepared by Environmental Equalizers, Inc., and dated April 19, 2005, the former Property owner, Nintendo of America, Inc., received a notice of violation from the City of Seattle in 2001 for conducting grading activities without a permit. Approximately 36,000 cubic yards of fill material was encountered at the Property during a
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Page 1: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

  

 

January 7, 2015 

Mr. Daniel Bretzke City of Seattle Department of Finance and Administrative Services  700 Fifth Avenue Seattle, Washington 98124 

SUBJECT:  PHASE II ENVIRONMENTAL SITE ASSESSMENT   Myers Way Property 

9501 Myers Way South Seattle, Washington Project Number: 0987‐010 

Dear Mr. Bretzke:  

SoundEarth  Strategies,  Inc.  (SoundEarth)  is  pleased  to  submit  this  Phase  II  Environmental  Site Assessment  (Phase  II  ESA)  for  the  above‐referenced  property  located  in  Seattle,  Washington  (the Property). The Property is undeveloped and consists of eight irregularly‐shaped tax parcels (King County Parcel  Nos.  3224049082,  0623049001,  0523049012,  0523049013,  0623049328,  0523049218, 0623049053, and 0523049259) that cover a total of approximately 1,545,038 square feet (35.47 acres). The  Property  includes  an  easement  for power  transmission  lines.  The  Property  location  is  shown on Figure 1.  

Information gathered by SoundEarth during a Phase  I Environmental Assessment  (Phase  I ESA) of  the Property  in November 2014 confirmed  the presence of  impacted  fill material beneath  the Property, a constituted  recognized  environmental  condition.  The  purpose  of  the  Phase  II  ESA was  to  assess  the current  environmental  quality  of  soil  and  groundwater  beneath  the  Property  as  it  relates  to  the impacted fill material.  

PROPERTY BACKGROUND 

According to information gathered in the course of SoundEarth’s Phase I ESA of the Property, it appears that  the  Property was  initially  developed with  residences  in  the  1920s.  The  Property was  used  as  a gravel and  sand quarry  from approximately 1943  through at  least 1990. Extensive  regrading activities occurred on the Property during its operation as a gravel and sand quarry. According to the Preliminary Subsurface  Exploration Report,  prepared  by  Terra Associates  and  dated  February  18,  1985,  localized areas  where  sand  was  excavated  and  exported  was  replaced  by  uncontrolled  fill  material  at  the Property. Some of  this uncontrolled  fill material  reportedly contained pieces of asphalt, wood, bricks, and concrete. According to the Phase  I Environmental Assessment Report, prepared by Environmental Equalizers,  Inc.,  and  dated  April  19,  2005,  the  former  Property  owner,  Nintendo  of  America,  Inc., received a notice of violation from the City of Seattle in 2001 for conducting grading activities without a permit.  Approximately  36,000  cubic  yards  of  fill material was  encountered  at  the  Property  during  a 

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 City of Seattle 

January 7, 2015  

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previous geotechnical investigation. The source of the fill material was not included in available records. Previous subsurface investigations demonstrated that soil and groundwater samples were impacted by polycyclic  aromatic  hydrocarbons  (PAHs)  and  metals  (arsenic,  cadmium,  chromium,  and  lead). Concentrations  of  arsenic,  cadmium,  and  lead  exceeded  their  respective  Method  A  cleanup  levels established  under  the  Washington  State  Model  Toxics  Control  Act  (MTCA)  Cleanup  Regulation  as established in Chapter 173‐340 of the Washington Administrative Code. Groundwater monitoring wells associated with previous investigations remain at the Property.  

INVESTIGATION  

SoundEarth conducted the Phase II ESA at the Property in November 2014.The scope of work associated with the Phase II ESA included the following: 

Preparing a health and safety plan in accordance with MTCA and Part 1910.120 of Title 29 of the Code of Federal Regulations before initiating field activities. 

Completing public and private utility locates. 

Developing existing wells PGG‐1, PGG‐2, and PGG‐3 using a submersible pump. 

Advancing fourteen direct‐push soil borings to approximate depths ranging from 15 to 20 feet below ground surface (bgs) and completing thirteen of the borings as groundwater monitoring wells (Figure 2). 

Six soil borings (P01 through P06) were advanced in the vicinity of soil boring DP‐10, where soil  impacts  had  previously  been  identified  by  others.  Borings  P01  through  P06  were completed as monitoring wells MW01 through MW06, respectively. 

Seven  soil  borings  (P07  through  P14) were  advanced  on  other  portions  of  the  Property. Borings P07 through P11, P13, and P14 were completed as monitoring wells MW07 through MW13, respectively.   

Collecting one or more soil samples from each of the direct‐push soil borings. 

Developing each of the newly installed monitoring wells using a vactor truck. 

Collecting one groundwater  sample  from each of  the  three existing monitoring wells and  the thirteen newly installed monitoring wells. 

Submitting select samples for  laboratory analysis of one or more of the following chemicals of concern: 

Gasoline‐range  petroleum  hydrocarbons  (GRPH)  by  Northwest  Total  Petroleum Hydrocarbon (NWTPH) Method NWTPH‐Gx. 

Diesel‐  and oil‐range petroleum hydrocarbons  (DRPH  and ORPH,  respectively) by Method NWTPH‐Dx. 

Benzene, toluene, ethylbenzene, and total xylenes (BTEX) by U.S. Environmental Protection Agency (EPA) Method 8021B. 

Total  and dissolved MTCA 5 metals  (arsenic,  cadmium,  chromium,  lead,  and mercury) by EPA Methods 200.8/1631E. 

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 City of Seattle 

January 7, 2015  

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PAHs, including carcinogenic PAHs (cPAHs), by EPA Method 8270D SIM. 

Preparing this report. 

A detailed description of the Phase II ESA activities is provided in the following subsections. 

Field Activities 

Field activities conducted as part of this  investigation were performed between November 17 and 25, 2014. Drilling activities were conducted under the supervision of a licensed SoundEarth geologist. Before investigation activities were  initiated, a public utility  location  request was made, and a private utility location survey was conducted by Bravo Environmental of Tukwila, Washington. Direct‐push and hollow‐stem auger drilling services were provided by ESN Northwest, Inc. of Olympia, Washington. 

Soil Sample Collection 

Soil borings P01 through P14 were advanced on the Property to approximate depths ranging from 15 to 20 feet bgs (Figure 2). The rational for each boring location is as follows: 

Borings  P01  through  P06.  To  assess  soil  and  groundwater  conditions  adjacent  to  previously completed  soil  boring  DP‐10,  which  exhibited  soil  with  elevated  concentrations  of  arsenic, cadmium, and lead. 

Borings P07 through P14. To assess soil and groundwater conditions  in the areas  identified as potentially containing fill material. 

Relatively undisturbed, discrete  soil  samples were  collected  from each 5‐foot  sample  interval of each boring. The soil samples were described  in accordance with  the Unified Soil Classification System and were screened  in the field for potential evidence of contamination using visual observations, notations of  odor,  and  by  conducting  headspace  analysis  using  a  photoionization  detector  (PID)  to  detect  the presence of volatile organic vapors. The Unified Soil Classification System symbol, visual and olfactory notations for the samples, and PID readings were recorded on boring logs forms (Attachment A).  

After  collection,  soil  samples  selected  for  laboratory analyses were  labeled with a unique  sample  ID, placed  on  ice  in  a  cooler,  and  delivered  to  Friedman  &  Bruya,  Inc.  of  Seattle, Washington,  under standard  chain‐of‐custody  protocols  for  laboratory  analysis. Non‐dedicated  field  sampling  equipment was  cleaned  and  decontaminated  between  uses  and  before  leaving  the  Property.  Soil  cuttings  and decontamination water were contained on the Property in labeled 55‐gallon drums.  

Monitoring Well Installation and Development 

Borings advanced during the Phase II ESA that encountered groundwater were completed as monitoring wells, and included borings P01 through P11, P13, and P14. Groundwater was not encountered in boring P12. Following achievement of  total depth, borings P01  through P11, P13, and P14 were over‐drilled, using a hollow‐stem auger  rig,  to accommodate monitoring well construction. The borings were  then completed as 2‐inch‐diameter monitoring wells MW01  through MW13,  respectively. Each monitoring well was completed with 10 feet of 0.010‐inch slotted well screen that extended from 5 to 15 feet below the top of well casing, with exception of monitoring well MW02 and MW12, which were screened from 

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 City of Seattle 

January 7, 2015  

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10 to 20 and 4 to 14 feet below top of well casing, respectively. Detailed well construction specifications are provided in the boring logs (Attachment A). 

Monitoring wells MW01 through MW13 were developed a minimum of 24 hours following  installation  by surging each well with a stainless steel bailer across the screened interval prior to purging by a vactor truck. Monitoring wells MW01  through MW13 were  purged  until  low  turbidity was  achieved,  and  a minimum of 80 gallons were  removed  from each well except  for MW07, which purged dry  following removal of approximately 3 gallons of groundwater. The vactor truck was operated by Marine Vacuum Service, Inc. of Seattle, Washington. 

Monitoring wells PGG‐1, PGG‐2, and PGG‐3 were redeveloped due to the extended time elapsed since they were  last known  to have been sampled. Surging and purging of each well was completed with a submersible  pump.  Each  well was  purged  until  the  observed  high  turbidity  had  diminished, with  a minimum  of  6  gallons  removed  from  each  well.  SoundEarth  was  not  provided  well  construction specifications  for monitoring wells PGG‐1, PGG‐2, or PGG‐3,  so  the  screened  intervals were unknown during the Phase  II ESA field activities. The total depths of monitoring wells PGG‐1, PGG‐2, and PGG‐3 after redevelopment were approximately 32, 29 and 18 feet below top of well casing, respectively. 

Groundwater Sample Collection 

Groundwater  samples were  collected  from  existing monitoring wells  PGG‐1,  PGG‐2,  and  PGG‐3  and newly  installed monitoring wells MW01  through MW13.  Sampling was  completed  a minimum  of  24 hours  following well  development. Groundwater  samples were  collected  according  to  EPA  Low‐Flow (Minimal  Drawdown)  Groundwater  Sampling  Procedures  (April  1996).  Purging  and  sampling  of  each monitoring  well  was  performed  using  a  peristaltic  pump  and  dedicated  polyethylene  tubing  at  a maximum flow rate of 180 milliliters per minute. The tubing intake was placed approximately 2 to 3 feet below the groundwater surface  in each monitoring well. During purging, water quality was monitored using a YSI‐brand water quality meter equipped with a flow‐through cell. The water quality parameters that were monitored and recorded  included  temperature, pH, specific conductance, dissolved oxygen, turbidity, and oxidation‐reduction potential. Each monitoring well was purged until, at a minimum, the subset of pH, specific conductance, and dissolved oxygen or turbidity had stabilized. Following purging, groundwater samples were collected from the pump outlet tubing located upstream of the flow‐through cell and placed directly into clean, laboratory‐prepared sample containers. 

After collection, groundwater samples were labeled with a unique sample ID, placed on ice in a cooler, and  delivered  to  the  analytical  laboratory  under  standard  chain‐of‐custody  protocols  for  laboratory analysis. Non‐dedicated field sampling equipment was cleaned and decontaminated between uses and before leaving the Property. Purge water was contained on the Property in labeled 55‐gallon drums.  

SUBSURFACE CONDITIONS 

General  soil  conditions  at  the  Property  consisted  of  silty  sandy  gravel  in  the  upper  3  to  5  feet.  The gravels were underlain by silty sand fill material with variable amounts of organic material (e.g. rootlets and wood)  to  the  total depth explored. Localized pockets of sand, clay, and gravel were encountered within the fill material. A fine‐grained, chalk‐like, gray stratified material was observed  in borings P02, P03,  P05,  P06,  P13,  and  P14  at  depths  between  5  and  9.5  feet  bgs.  The  chalky material  resembles cement kiln dust (CKD) and was  located within the saturated zone  in each of the borings where  it was 

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 City of Seattle 

January 7, 2015  

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encountered, except boring P02, where it was present above the zone of saturation. A slight sheen was observed on soil and groundwater in boring P08 at a depth of 14.5 to feet bgs. This sheen is suspected to be associated with an organic  source  rather  than petroleum, as no petroleum hydrocarbon odors, staining, or significant PID readings were observed in the soil. Soil observed in the remaining borings did not exhibit obvious signs of petroleum impacts.  

Shallow groundwater was encountered in soil borings P01 through P11, P13, and P14 at depths ranging from  approximately  5  to  10  feet  bgs  during  drilling  activities.  Groundwater  was  encountered  in monitoring wells MW01 through MW13 and PGG‐3 at depths ranging from 0.51 to 9.21 feet below the top of the monitoring well casings. Groundwater in wells PGG‐1 and PGG‐2 was encountered at depths of  25.80  and  22.36  feet  below  the  top  of  the  monitoring  well  casings,  respectively.  Groundwater samples from all monitoring wells did not exhibit petroleum hydrocarbon sheen or measurable light or dense nonaqueous‐phase liquid. 

ANALYTICAL RESULTS 

Soil analytical results were compared to applicable MTCA Method A cleanup levels and are summarized below: 

Arsenic and  lead  concentrations were detected  in excess of  their  respective MTCA Method A cleanup levels in soil samples collected from borings P03 (9 feet bgs), P05 (9 feet bgs), and P06 (8.5  feet bgs). Additionally,  an  arsenic  concentration exceeding  the MTCA Method A  cleanup level was detected  in a sample collected from boring P02 at 7 feet bgs. Borings P02, P03, P05, and  P06  were  located  within  50  feet  of  the  previous  soil  boring  DP‐10,  which  contained concentrations of arsenic, cadmium, and lead in excess of the MTCA Method A cleanup levels at 10 feet bgs.  

Concentrations of metals were below  their  respective MTCA Method A  cleanup  levels  in  the remaining analyzed soil samples. 

None of the analyzed soil samples contained concentrations of petroleum hydrocarbons, BTEX constituents, PAHs, or cPAHs that exceeded their respective MTCA Method A cleanup levels.  

Groundwater analytical  results were  compared  to applicable MTCA Method A  cleanup  levels and are summarized below: 

pH ranged from 5.80 to 7.82  in groundwater purged from each of the monitoring wells during sampling activities. 

Concentrations  of  total  and/or  dissolved  arsenic were  detected  above  the MTCA Method  A cleanup  level  in groundwater collected from monitoring wells MW02 (total only), MW05 (total only), MW06 (total only), MW11, MW12 (dissolved only), and MW13.  

A  concentration  of  total  lead was  detected  above  the MTCA Method A  cleanup  level  in  the groundwater sample collected from monitoring well MW11.  

The concentration of DRPH  in  the groundwater sample collected  from monitoring well MW07 slightly exceeded the MTCA Method A cleanup level. However, the laboratory result was flagged by  the  laboratory because  the  chromatographic pattern does not  resemble  the  fuel  standard 

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 City of Seattle 

January 7, 2015  

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used for quantification. Biogenic  interference from organic material encountered  in the boring may have caused this detection of DRPH. 

Concentrations of DRPH and ORPH were detected below the MTCA Method A cleanup  level  in the groundwater samples collected from wells MW11, MW12, and MW13. The DRPH and ORPH results were also  flagged by  the  laboratory as having a  chromatographic pattern  that did not resemble the fuel standard used for quantitation. 

None  of  the  analyzed  groundwater  samples  contained  concentrations  of GRPH; ORPH;  BTEX constituents;  total  or  dissolved  cadmium,  chromium,  and  mercury;  PAHs;  or  cPAHs  that exceeded their respective MTCA Method A cleanup level.  

Laboratory analytical results for soil samples are summarized on Tables 1 and 2 and presented on Figure 3.  Laboratory  analytical  results  for  groundwater  samples  are  summarized  on  Tables  3  and  4,  and presented on Figure 4. Laboratory analytical reports are presented in Attachment B. 

SUMMARY AND CONCLUSIONS 

Based on the results of the Phase II ESA, the fill material that was placed on the eastern portion of the Property is impacted with metals in excess of their respective MTCA Method A cleanup levels. Material that is suspected to be CKD was observed in several borings during drilling activities. The CKD material is likely  the  source of elevated  concentrations of metals observed  in  soil and groundwater beneath  the western portion of the Property. The CKD material was observed at depths ranging from 5 to 10 feet bgs in  saturated  conditions  (i.e.,  in  direct  contact  with  groundwater).  Groundwater  collected  from monitoring  wells  along  the  eastern,  downgradient  Property  boundary  did  not  contain  elevated concentrations of metals. However, the groundwater in two of these monitoring wells (PGG‐2 and PGG‐3) was encountered at a depth more  than 13  feet below  the depth encountered  in any of  the other monitoring wells  located  on  the  Property,  indicating  that multiple  shallow water‐bearing  zones may exist beneath the Property. The extent of CKD material, as well as the extent of soil and groundwater contamination, has not been defined.  

Petroleum‐contaminated soil was not encountered during the Phase  II ESA. A slight exceedance of the MTCA Method  A  cleanup  level  for  DRPH  in  groundwater was  reported  in  one  groundwater  sample collected during the Phase II ESA, and other groundwater samples contained DRPH concentrations that were below the cleanup level. However, the DRPH results were flagged by the laboratory and are likely the result of organic  interference from rootlets and pieces of wood encountered  in the borings rather than an indication of DRPH impacts in groundwater.     

LIMITATIONS 

The  services described  in  this  report were performed consistent with generally accepted professional consulting principles and practices. No other warranty, expressed or  implied,  is made. These  services were performed  consistent with our  agreement with our  client. This  report  is  solely  for  the use  and information of our client unless otherwise noted. Any reliance on this report by a third party is at such party’s sole risk. 

Opinions  and  recommendations  contained  in  this  report  are derived,  in part,  from data  gathered by others, and  from  conditions evaluated when  services were performed, and are  intended only  for  the 

Page 7: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

 City of Seattle 

January 7, 2015  

SoundEarth Strategies, Inc.  Page | 7 P:\0987 City of Seattle\0987‐010 Myers Way\Deliverables\2014 Phase II\0987‐010_2014PHII_F.docx

client, purposes, locations, time frames, and project parameters indicated. Acknowledging that the soil and groundwater samples analyzed in the course of this investigation were collected from widely spaced boring  locations  and  from  limited depths,  the potential  exists  that  impacts may be present  at other locations or depths beneath the Property. We do not warrant and are not responsible for the accuracy or validity of work performed by others, nor from the  impacts of changes  in environmental standards, practices,  or  regulations  subsequent  to  performance  of  services.  We  do  not  warrant  the  use  of segregated portions of this report.  

   

Page 8: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

 City of Seattle 

January 7, 2015  

SoundEarth Strategies, Inc.  Page | 8 P:\0987 City of Seattle\0987‐010 Myers Way\Deliverables\2014 Phase II\0987‐010_2014PHII_F.docx

CLOSING 

SoundEarth  appreciates  the  opportunity  to  work  with  you  on  this  project.  Please  contact  the undersigned at 206‐306‐1900 if you have any questions or require additional information. 

Respectfully, 

SoundEarth Strategies, Inc.   

         David Mendel, GT          Ryan K. Bixby, LG #1691 Staff Geologist            President 

Attachments:  Figure 1, Property Location Map   Figure 2, Exploration Location Plan   Figure 3, Soil Analytical Results   Figure 4, Groundwater Analytical Results 

Table 1, Summary of Soil Analytical Results for Petroleum Hydrocarbons and Metals Table 2, Summary of Soil Analytical Results for Polycyclic Aromatic Hydrocarbons Table 3, Summary of Groundwater Analytical Results for Petroleum Hydrocarbons and 

Metals Table 4, Summary of Groundwater Analytical Results for Polycyclic Aromatic 

Hydrocarbons A, Boring Logs B, Laboratory Analytical Reports   Friedman & Bruya, Inc. #411304 

Friedman & Bruya, Inc. #411326 Friedman & Bruya, Inc. #411327 Friedman & Bruya, Inc. #411354 Friedman & Bruya, Inc. #411355 Friedman & Bruya, Inc. #411415 Friedman & Bruya, Inc. #411435 

DMM/RKB:jac/hsb

Page 9: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc.

FIGURES 

Page 10: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)
Page 11: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

TAX PARCEL

3224049082

TAX PARCEL

0623049001

TAX PARCEL

0523049012

TAX PARCEL

0523049013

TAX PARCEL

0623049328

TAX PARCEL

0623049053

TAX PARCEL

0523049259

TAX PARCEL

0523049218

PARCEL C

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B21

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DP-10

DP-5

DP-4

DP-9

DP-8

DP-6

DP-7

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DP-3

DP-1

B01

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PGG-1

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B-2

PARCEL B

PARCEL C

EASEMENT

SOUTHWEST ROXBURY STREET

LEGEND

PROPERTY BOUNDARY

PARCEL BOUNDARY

SEWER LINE

GEOTECHNICAL BORING

MONITORING WELL

SOIL BORING

SOUTH 100TH STREET

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MYERS WAY PROPERTY

0987-010

9501 MYERS WAY SOUTH

SEATTLE, WASHINGTON

WWW.SOUNDEARTHINC.COM

APPROXIMATE SCALE IN FEET

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EXPLORATION LOCATION PLAN

FIGURE 2

Page 12: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

TAX PARCEL

3224049082

TAX PARCEL

0623049001

TAX PARCEL

0523049012

TAX PARCEL

0523049013

TAX PARCEL

0623049328

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0623049053

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B12

B11

B10

B9

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B18

B16

B17

B22

B5

B6

B4

B8

B3

B7

B21

B20

B2

B1

B19

B13

B15

B14

DP-10

DP-5

DP-4

DP-9

DP-8

DP-6

DP-7

DP-2

DP-3

DP-1

B01

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PARCEL C

EASEMENT

SOUTHWEST ROXBURY STREET

LEGEND

PROPERTY BOUNDARY

PARCEL BOUNDARY

SEWER LINE

GEOTECHNICAL BORING

MONITORING WELL

SOIL BORING

SOUTH 100TH STREET

S

O

U

T

H

W

E

S

T

9

7

T

H

P

L

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C

E

I

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T

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5

0

9

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NU

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O

UT

HW

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T

GRAVEL AREA

INFERRED GROUNDWATER

FLOW DIRECTION

P09/MW09

P10/MW10

P07/MW07

P01/MW01

P06/MW06

P05/MW05

P02/MW02

P03/MW03

P04/MW04

P08/MW08

P11/MW11

P13/MW12

P12

P14/MW13

DENOTES CONCENTRATION

EXCEEDING MTCA METHOD A

CLEANUP LEVEL

RED

WASHINGTON STATE MODEL

TOXICS CONTROL ACT

MTCA A

RESULT BELOW LABORATORY

REPORTING LIMIT

<

NOT ANALYZED

--

BELOW GROUND SURFACE

CARCINOGENIC POLYCYCLIC

AROMATIC HYDROCARBONS

bgs

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NOT DETECTEDND

ANALYTICAL RESULTS IN MILLIGRAMS PER KILOGRAM

MYERS WAY PROPERTY

0987-010

9501 MYERS WAY SOUTH

SEATTLE, WASHINGTON

WWW.SOUNDEARTHINC.COM

APPROXIMATE SCALE IN FEET

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SOIL ANALYTICAL RESULTS

FIGURE 3

Page 13: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

TAX PARCEL

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B3

B7

B21

B20

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B13

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GRAVEL AREA

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FLOW DIRECTION

P09/MW09

P10/MW10

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P01/MW01

P06/MW06

P05/MW05

P02/MW02

P03/MW03

P04/MW04

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P11/MW11

P13/MW12

P12

P14/MW13

DENOTES CONCENTRATION

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ANALYTICAL RESULTS IN MICROGRAMS PER LITER

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9501 MYERS WAY SOUTH

SEATTLE, WASHINGTON

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GROUNDWATER ANALYTICAL RESULTS

FIGURE 4

Page 14: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

TABLES 

Page 15: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Table 1

Summary of Soil Analytical Results for Petroleum Hydrocarbons and Metals

Myers Way Property

9501 Myers Way South

Seattle, Washington

GRPH(1)

DRPH(2)

ORPH(2)

Benzene(3)

Toluene(3)

Ethylbenzene(3)

Total 

Xylenes(3)

Arsenic(4)

Cadmium(4)

Chromium(4)

Lead(4)

Mercury(4)

DP‐10@5' 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6 0.5 22 7 ND

DP‐10@10' 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 23 3.2 120 450 ND

P01‐05 SoundEarth 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 3.82 <1 12.7 27.4 <1

P01‐10 SoundEarth 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.76 <1 7.54 112 <1

P02‐05 SoundEarth 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 9.12 <1 26.2 14.0 <1

P02‐07 SoundEarth 7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 55.2 1.23 18.4 245 <1

P03‐04.5 SoundEarth 4.5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 1.74 <1 11.5 5.45 <1

P03‐09 SoundEarth 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 58.7 1.34 18.7 351 <1

P04/MW04 P04‐08 SoundEarth 11/18/14 8 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.49 <1 16.9 29.9 <1

P05/MW05 P05‐09 SoundEarth 11/18/14 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 71.7 1.33 15.9 338 <1

P06‐08.5 SoundEarth 8.5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 109 1.63 15.2 524 <1

P06‐15 SoundEarth 15 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 3.97 <1 8.08 15.4 <1

P07/MW07 P07‐08.5 SoundEarth 11/18/14 8.5 <2 <50 <250 <0.02 <0.02 <0.02 <0.06 4.90 <1 24.8 32.1 <1

P08‐04 SoundEarth 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 3.35 <1 19.0 13.2 <1

P08‐15 SoundEarth 15 <2 <50 <250 <0.02 <0.02 <0.02 <0.06 <1 <1 8.13 1.65 <1

P09‐04 SoundEarth 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 1.71 <1 12.8 3.76 <1

P09‐06 SoundEarth 6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 1.58 <1 12.5 3.28 <1

P10/MW10 P10‐05.5 SoundEarth 11/19/14 5.5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 1.23 <1 8.49 2.18 <1

P11/MW11 P11‐10 SoundEarth 11/19/14 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 2.03 <1 14.0 10.7 <1

P12 P12‐05 SoundEarth 11/19/14 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 1.75 <1 11.1 3.71 <1

P13‐08 SoundEarth 8 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 16.7 <1 16.4 106 <1

P13‐15 SoundEarth 15 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 5.22 <1 23.9 59.0 <1

P14/MW13 P14‐08.5 SoundEarth 11/19/14 8.5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 4.63 <1 13.4 52.7 <1

MTCA Method A Cleanup Level(5) 30/100(6) 2,000 2,000 0.03 7 6 9 20 2 2,000 250 2

NOTES:

Red denotes concentration exceeds MTCA Method A Cleanup Level for Soil. ‐‐ = not  analyzed(1)Analyzed by Method NWTPH‐Gx. < = not detected at a concentration exceeding the laboratory reporting limit(2)Analyzed by Method NWTPH‐Dx. bgs = below ground surface(3)Analyzed by EPA Method 8021B. DRPH = diesel‐range petroleum hydrocarbons                         (4)Analyzed by EPA Method 200.8. EEI = Environmental Equalizers, Inc.

EPA = U.S. Environmental Protection Agency

GRPH = gasoline‐range petroleum hydrocarbons(6)30 mg/kg when benzene is present, 100 mg/kg when benzene is not present. mg/kg = milligrams per kilogram

MTCA = Washington State Model Toxics Control Act

ND = not detected above the laboratory reporting limit

NWTPH = northwest total petroleum hydrocarbon

ORPH = oil‐range petroleum hydrocarbons                         

SoundEarth = SoundEarth Strategies, Inc.

(5)MTCA Cleanup Regulation, Method A Cleanup Levels, Table 740‐1 of Section 900 of Chapter 173‐340 of the Washington Administrative 

Code, revised November 2007.

P08/MW08 11/19/14

P09/MW09 11/19/14

P13/MW12 11/19/14

P02/MW02 11/18/14

P03/MW03 11/18/14

P06/MW06 11/18/14

DP10 EEI 04/26/05

P01/MW01 11/18/14

Analytical Results (mg/kg)

Boring ID/

Well Sample ID

Sampled

by

Date

Sampled

Depth

(feet bgs)

Page 16: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Table 2

Summary of Soil Analytical Results for Polycyclic Aromatic Hydrocarbons

Myers Way Property

9501 Myers Way South

Seattle, Washington

TEF: 0.1 TEF: 0.01 TEF: 1 TEF: 0.1 TEF: 0.1 TEF: 0.1 TEF: 0.1

DP‐10@5' 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐10@10' 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P01‐05 SoundEarth 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P01‐10 SoundEarth 10 <0.01 <0.01 <0.01 <0.01 0.010 <0.01 0.017 0.021 0.013 0.011 0.017 0.015 0.016 < 0.0100 0.010 < 0.0100 0.020

P02‐05 SoundEarth 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P02‐07 SoundEarth 7 0.017 <0.01 <0.01 <0.01 0.031 <0.01 0.036 0.043 <0.01 0.013 0.019 < 0.01 0.016 < 0.01 < 0.01 < 0.01 0.010

P03‐04.5 SoundEarth 4.5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P03‐09 SoundEarth 9 0.017 <0.01 <0.01 <0.01 0.038 <0.01 0.054 0.056 0.011 0.021 0.023 0.015 0.027 < 0.01 0.010 < 0.01 0.022

P04/MW04 P04‐08 SoundEarth 11/18/14 8 0.016 <0.01 <0.01 <0.01 0.035 <0.01 0.068 0.087 0.052 0.046 0.053 0.057 0.068 0.019 0.044 0.011 0.076

P05/MW05 P05‐09 SoundEarth 11/18/14 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P06‐08.5 SoundEarth 8.5 0.015 <0.01 <0.01 <0.01 0.027 <0.01 0.061 0.068 0.023 0.028 0.042 0.025 0.039 0.016 0.018 < 0.01 0.036

P06‐15 SoundEarth 15 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P07/MW07 P07‐08.5 SoundEarth 11/18/14 8.5 <0.01 <0.01 <0.01 <0.01 0.019 <0.01 0.012 0.014 <0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 <0.01

P08‐04 SoundEarth 4 <0.01 <0.01 <0.01 <0.01 0.011 <0.01 0.014 0.015 <0.01 < 0.01 < 0.01 < 0.01 0.010 < 0.01 < 0.01 < 0.01 0.008

P08‐15 SoundEarth 15 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 <0.01

P09‐04 SoundEarth 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P09‐06 SoundEarth 6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P10/MW10 P10‐05.5 SoundEarth 11/19/14 5.5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P11/MW11 P11‐10 SoundEarth 11/19/14 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P12 P12‐05 SoundEarth 11/19/14 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P13‐08 SoundEarth 8 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P13‐15 SoundEarth 15 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

P14/MW13 P14‐08.5 SoundEarth 11/19/14 8.5 0.012 <0.01 <0.01 <0.01 0.028 <0.01 0.042 0.049 0.020 0.023 0.028 0.024 0.029 0.010 0.017 < 0.01 0.033

MTCA Method A Cleanup Level 4,800(4) NE 3,200(4) NE 24,000(4) 3,200(4) 2,400(4) NE NE NE NE NE NE NE

NOTES:(1)Analyzed by EPA Method 8270D SIM. ‐‐ = not analyzed

< = not detected at a concentration exceeding the laboratory reporting limit

bgs = below ground surface

cPAH = carcinogenic polycyclic aromatic hydrocarbon(3)MTCA Cleanup Regulation, Method A Cleanup Levels, Table 740‐1 of Section 900 of Chapter 173‐340 of WAC, revised November 2007. EEI = Environmental Equalizers, Inc.

EPA = U.S. Environmental Protection Agency

LRL = laboratory reporting limit

mg/kg = milligrams per kilogram

MTCA = Washington State Model Toxics Control Act

NE = not established

SoundEarth = SoundEarth Strategies, Inc.

TEF = toxicity equivalency factor

TTEC = Total Toxicity Equivalency Concentration

WAC =  Washington Administrative Code

(4)MTCA Cleanup Regulation, Chapter 173‐340 of WAC, CLARC, Soil, Method B, Non‐Carcinogen, Standard Formula Value, CLARC 

Website  <https://fortress.wa.gov/ecy/clarc/CLARCHome.aspx>.

(2)Calculated using TEF values in accordance with MTCA Cleanup Regulation, Chapter 173‐340‐900 of WAC, Table 708‐2 TEFs for Minimum Required cPAHs 

under WAC 173‐340‐708(8)(e). One‐half the LRL was used for those concentrations that did not exceed said limit. If all concentrations of CPAHs were below 

LRLs, the highest LRL was reported as the TTEC.

P13/MW12

P08/MW08 11/19/14

P09/MW09 11/19/14

11/19/14

P06/MW06 11/18/14

P01/MW01 11/18/14

P02/MW02 11/18/14

P03/MW03 11/18/14

0.1(3)

04/26/05EEI

Dibenz(a,h) 

anthracene

5(3) 0.1(3)

Date

Sampled

Depth

(feet bgs)

Chrysene     cPAHs

TTEC(2)

Benzo(a)

pyrene      

Benzo(b) 

fluoranthene

Benzo(k) 

fluoranthene     

Indeno‐

(1,2,3‐cd)pyrene   

Sample ID

Sampled

by

Boring ID/

Well

DP10

cPAHs

PyreneFluorantheneAnthracenePhenanthrene

Benzo(g,h,i)‐

perylene

Benzo(a) 

anthracene

Fluorene

Acenaph‐

thyleneAcenaphtheneNaphthalene

Analytical Results(1) (mg/kg)

Page 17: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Table 3

Summary of Groundwater Analytical Results for Petroleum Hydrocarbons and Metals

Myers Way Property

9501 Myers Way South

Seattle, Washington

Total Dissolved Total Dissolved Total Dissolved Total Dissolved Total Dissolved

DP‐1 DP‐GW1 EEI 04/04/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ 3.27 ‐‐ ND ‐‐ 6.27 ‐‐ 1.12 ‐‐ ND ‐‐

DP‐2 DP‐GW2 EEI 04/04/05 ‐‐ ‐‐ ‐‐ ‐‐ 0.27 ND 0.35 ND ‐‐ 523 ‐‐ 2.29 ‐‐ 35.7 ‐‐ 620 ‐‐ ND ‐‐

DP‐3 DP‐GW3 EEI 04/04/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ 5.26 ‐‐ ND ‐‐ 2.86 ‐‐ 1.03 ‐‐ ND ‐‐

DP‐4 DP‐4GW EEI 04/26/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ 41 ‐‐ ND ‐‐ 11 ‐‐ 30 ‐‐ ND ‐‐

DP‐5 DP‐5GW EEI 04/26/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ 170 ‐‐ 1,400 ‐‐ 24 ‐‐ 2,200 ‐‐ ND ‐‐

DP‐6 DP‐6GW EEI 04/26/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ ND ‐‐ ND ‐‐ 24 ‐‐ 37 ‐‐ ND ‐‐

DP‐7 DP‐7GW EEI 04/26/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ 39 ‐‐ ND ‐‐ 17 ‐‐ 55 ‐‐ ND ‐‐

DP‐8 DP‐8GW EEI 04/26/05 ‐‐ ‐‐ ‐‐ ‐‐ 0.4 0.06 ND ND ‐‐ 120 ‐‐ ND ‐‐ 81 ‐‐ 69 ‐‐ ND ‐‐

DP‐9 DP‐9GW EEI 04/26/05 ‐‐ ‐‐ ‐‐ ‐‐ ND ND ND ND ‐‐ 100 ‐‐ ND ‐‐ 31 ‐‐ 46 ‐‐ ND ‐‐

PGG‐1 PGG 05/31/05 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ <3.0 ‐‐ <4.0 ‐‐ <10 ‐‐ <1.0 ‐‐ <0.50

PGG1‐20141119 SoundEarth 11/19/14 25.80 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.63 ‐‐ <1 ‐‐ <1 ‐‐ 2.14 ‐‐ <1 ‐‐ <0.1

PGG‐2 PGG 05/31/05 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ <3.0 ‐‐ <4.0 ‐‐ <10 ‐‐ <1.0 ‐‐ <0.50

PGG2‐20141120 SoundEarth 11/20/14 22.36 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.57 ‐‐ <1 ‐‐ <1 ‐‐ <1 ‐‐ <1 ‐‐ <0.1

PGG‐3 PGG 05/31/05 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ <3.0 ‐‐ <4.0 ‐‐ <10 ‐‐ <1.0 ‐‐ <0.50

PGG2‐20141120 SoundEarth 11/20/14 8.82 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.62 ‐‐ <1 ‐‐ <1 ‐‐ <1 ‐‐ <1 ‐‐ <0.1

MW01 MW01‐20141124 SoundEarth 11/24/14 4.66 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.74 3.03 ‐‐ <1 ‐‐ 1.15 ‐‐ <1 ‐‐ <1 ‐‐

MW02 MW02‐20141124 SoundEarth 11/24/14 7.62 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.31 9.78 ‐‐ <1 ‐‐ 2.03ca ‐‐ 4.30 ‐‐ <1 ‐‐

MW03 MW03‐20141124 SoundEarth 11/24/14 8.17 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 5.89 2.25 ‐‐ <1 ‐‐ 1.61ca ‐‐ <1 ‐‐ <1 ‐‐

MW04 MW04‐20141124 SoundEarth 11/24/14 0.51 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.80 <1 ‐‐ <1 ‐‐ <1ca ‐‐ <1 ‐‐ <1 ‐‐

MW05 MW05‐20141124 SoundEarth 11/24/14 5.98 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.45 6.36J ‐‐ <1J ‐‐ 2.15J,ca ‐‐ <1 ‐‐ <1 ‐‐

MW06 MW06‐20141124 SoundEarth 11/24/14 8.17 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6.95 34.0 ‐‐ <1J ‐‐ 2.54J,ca ‐‐ 1.25 ‐‐ <1 ‐‐

MW07 MW07‐20141125 SoundEarth 11/25/14 7.12 <100 520x <300 <1hs <1hs <1hs <3hs 7.27 4.11 4.69pc <1 <1pc 1.23 1.06pc <1 <1pc <0.1 <0.1

MW08 MW08‐20141124 SoundEarth 11/24/14 7.42 <100 <50 <250 <1 <1 <1 <3 7.02 1.53 ‐‐ <1 ‐‐ 2.00 ‐‐ <1 ‐‐ <1 ‐‐

MW09 MW09‐20141125 SoundEarth 11/25/14 6.88 <100 <60 <300 <1hs <1hs <1hs <3hs 6.16 1.45 1.39pc <1 <1pc <1 <1pc <1 <1pc <0.1 <0.1

MW10 MW10‐20141125 SoundEarth 11/25/14 5.16 <100 <60 <300 <1 <1 <1 <3 5.80 1.30 1.09 <1 <1pc <1 <1pc <1 <1pc <0.1 <0.1

MW11 MW11‐20141125 SoundEarth 11/25/14 9.21 <100 380x 400x <1cf <1cf <1cf <3cf 7.82 20.3 21.0pc 1.27 <5pc 33.3 16.3pc 71.6 12.9pc 0.51 <0.1

MW12 MW12‐20141125 SoundEarth 11/25/14 2.66 <100 310x 320x <1hs <1hs <1hs <3hs 6.44 4.98 5.12pc <1 <1pc <1 <1pc <1 <1pc <0.1 <0.1

MW13 MW13‐20141125 SoundEarth 11/25/14 6.82 <100 370x 290x <1 <1 <1 <3 6.61 32.7 29.7pc <1 <1pc 1.94 <1pc <1 <1pc <0.1 <0.1

MTCA Method A Cleanup Level(7) 800/1,000(8) 500 500 5 1,000 700 1,000 NA

NOTES:

Red denotes concentration exceeds MTCA Method A cleanup level for groundwater. ‐‐ = not measured or analyzed(1)Analyzed by Method NWTPH‐Gx. < = not detected at a concentration exceeding the laboratory reporting limit(2)Analyzed by Method NWTPH‐Dx. µg/L = micrograms per liter(3)Analyzed by EPA Method 8021B. BTOC = below top of casing(4)Analyzed in the field using a YSI or similar water quality meter equipped with a flow‐through cell DRPH = diesel‐range petroleum hydrocarbons                         (5)Analyzed by EPA Method 200.8. EEI = Environmental Equalizers, Inc.(6)Analyzed by EPA Method 1631E. EPA = U.S. Environmental Protection Agency(7)MTCA Cleanup Regulation, Method A Cleanup Levels, Table 720‐1 of Section 900 of Chapter 173‐340 of the Washington Administrative Code, revised November 2007. GRPH = gasoline‐range petroleum hydrocarbons(8)800 µg/L when benzene is present, 1,000 µg/L when benzene is not present. MTCA = Washington State Model Toxics Control Act

Laboratory Notes: NA = not applicableca The calibra on results for the analyte were outside of  acceptance criteria. The value reported is anes mate. ND = not detected above the laboratory reporting limitcfThe sample was centrifuged prior to analysis. NWTPH = northwest total petroleum hydrocarbonhsHeadspace was present in the container used for analysis. ORPH = oil‐range petroleum hydrocarbons                         J The internal standard associated with the analyte is out of control limits. The reported concentra onis an es mate. PGG = Pacific Groundwater Grouppc The sample was received with incorrect preserva on or in a container not approved by the method.The value reported should be considered an es mate. SoundEarth = SoundEarth Strategies, Inc.xThe sample chromatographic pattern does not resemble the fuel standard used for quantitation

2

PGG‐2

PGG‐3

5 5 50 15

Reconnaissance Groundwater Samples

Groundwater Samples

PGG‐1

GRPH(1) DRPH(2) ORPH(2) Benzene(3) Toluene(3) Ethylbenzene(3)Total 

Xylenes(3) pH(4)

Arsenic(5)Boring ID/

Well Sample ID

Sampled

by

Date

Sampled

Groundwater 

Depth

(Feet BTOC)

Analytical Results (µg/L)

Cadmium(5) Chromium(5) Lead(5) Mercury(6)

Page 18: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Table 4

Summary of Groundwater Analytical Results for Polycyclic Aromatic Hydrocarbons

Myers Way Property

9501 Myers Way South

Seattle, Washington

TEF: 0.1 TEF: 0.01 TEF: 1 TEF: 0.1 TEF: 0.1 TEF: 0.1 TEF: 0.1

DP‐1 DP‐GW1 EEI 04/04/05 ND ND NR NR NR NR NR NR NR ND ND ND ND ND ND ND

DP‐2 DP‐GW2 EEI 04/04/05 0.52 0.144 NR NR NR NR NR NR NR 0.031 0.017 0.031 0.012 0.017 0.012 0.038

DP‐3 DP‐GW3 EEI 04/04/05 ND ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐4 DP‐4GW EEI 04/26/05 ND ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐5 DP‐5GW EEI 04/26/05 ND ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐6 DP‐6GW EEI 04/26/05 ND ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐7 DP‐7GW EEI 04/26/05 ND ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐8 DP‐8GW EEI 04/26/05 0.7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

DP‐9 DP‐9GW EEI 04/26/05 ND ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

PGG‐1 PGG 05/31/05 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

PGG1‐20141119 SoundEarth 11/19/14 <0.1 <0.1 <0.1 <0.1 0.17 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

PGG‐2 PGG 05/31/05 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

PGG2‐20141120 SoundEarth 11/20/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

PGG‐3 PGG 05/31/05 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐

PGG2‐20141120 SoundEarth 11/20/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW01 MW01‐20141124 SoundEarth 11/24/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW02 MW02‐20141124 SoundEarth 11/24/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW03 MW03‐20141124 SoundEarth 11/24/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW04 MW04‐20141124 SoundEarth 11/24/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW05 MW05‐20141124 SoundEarth 11/24/14 <0.1 0.15 <0.1 0.18 0.38 <0.1 0.21 0.14 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW06 MW06‐20141124 SoundEarth 11/24/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW07 MW07‐20141125 SoundEarth 11/25/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW08 MW08‐20141124 SoundEarth 11/24/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW09 MW09‐20141125 SoundEarth 11/25/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW10 MW10‐20141125 SoundEarth 11/25/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW11 MW11‐20141125 SoundEarth 11/25/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW12 MW12‐20141125 SoundEarth 11/25/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MW13 MW13‐20141125 SoundEarth 11/25/14 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 <0.1

MTCA Method A Cleanup Level 960(4) NE 640(4) NE 4,800(4) 640(4) 480(4) NE NE NE NE NE NE NE

NOTES:(1)Analyzed by EPA Method 8270D SIM. ‐‐ = not analyzed

< = not detected at a concentration exceeding the laboratory reporting limit

µg/L = micrograms per liter

cPAH = carcinogenic polycyclic aromatic hydrocarbon(3)MTCA Cleanup Regulation, Method A Cleanup Levels, Table 720‐1 of Section 900 of Chapter 173‐340 of the Washington Administrative Code, revised November 2007. EEI = Environmental Equalizers, Inc.

EPA = U.S. Environmental Protection Agency

LRL = laboratory reporting limit

MTCA = Washington State Model Toxics Control Act

ND = not detected above the laboratory reporting limit

NE = not established

NR = not reported

PGG = Pacific Groundwater Group

SoundEarth = SoundEarth Strategies, Inc.

TEF = toxicity equivalency factor

TTEC = Total Toxicity Equivalency Concentration

WAC =  Washington Administrative Code

PGG‐2

PGG‐3

Benzo(k) 

fluoranthene     

Indeno (1,2,3‐cd)

pyrene      

Dibenz

(a,h) anthracene

Reconnaissance Groundwater Samples

Groundwater Samples

PGG‐1

Fluoranthene Pyrene

Benzo(g,h,i)

perylene

Benzo(b) 

fluoranthene

Anthracene

Benzo(a) 

anthracene Chrysene        

Benzo(a)

pyrene          

0.1(3)

Analytical Results (µg/L)(1)

(2)Calculated using TEF values in accordance with MTCA Cleanup Regulation, Chapter 173‐340‐900 of the WAC, Table 708‐2 TEFs for Minimum 

Required cPAHs under WAC 173‐340‐708(8)(e). One‐half the LRL was used for those concentrations that did not exceeding said limit. If all 

concentrations of CPAHs were below LRLs, the highest LRL  was reported as the TTEC.

(4)MTCA Cleanup Regulation, Chapter 173‐340 of WAC, CLARC, Groundwater, Method B, Non‐Carcinogen, Standard Formula Value, CLARC Website  

<https://fortress.wa.gov/ecy/clarc/CLARCHome.aspx>.

160(3) 0.1(3)

cPAHs

TTEC(2)Boring 

ID/Well Sample ID

Sampled

by

Date

Sampled Naphthalene  Acenaphthene

Acenaph‐

thylene Fluorene Phenanthrene

cPAHs

Page 19: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

ATTACHMENT A BORING LOGS 

   

Page 20: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

5.3

P01MW01

Seattle, Washington

9501 Myers Way South

11/17/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

5/10--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 048

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW01.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (15-25-60) (FILL).

Damp, medium dense, silty fine SAND withgravel, medium brown, some rootlets, nohydrocarbon odor (30-50-20) (FILL).

Damp dense, sandy GRAVEL with some silt,brown, no hydrocarbon odor (10-40-50) (FILL).

Damp, dense, silty SAND with gravel, brown,some rootlets, no hydrocarbon odor (40-50-10)(FILL).

Saturated, medium dense, silty SAND with gravel,brown, no hydrocarbon odor (30-60-10) (FILL).

Increasing gravel to 6.5' bgs (30-50-20) (FILL).

Damp, dense, silty fine SAND with gravel, gray,no hydrocarbon odor (35-55-10) (FILL).

Damp, dense, silty fine SAND with gravel, darkbrown, no hydrocarbon odor (30-55-15) (FILL).

Damp, dense, silty fine SAND with gravel, gray,no hydrocarbon odor (30-55-15) (FILL).

Wet to saturated, soft sandy SILT with gravel,brown and gray, no hydrocarbon odor (70-20-10)(FILL).

Wet, dense, silty fine SAND with gravel, gray, nohydrocarbon odor (30-60-10).

P01-05

P01-10

P01-15

0.0

0.0

0.0

0.0

0.0

0.0

60

80

100

GP

SM

GP

SM

SM

SM

SM

ML

SM

Page 21: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 2Page:

0

5

10

15

8.1

P02MW02

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

14--

--

20

10 to 20

0.010

Sand

Flushmount Traffic GradeBIM 049

ESN/Trever

20

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 20' bgs. Overdrilled probe boring withauger to set well MW02.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (15-25-60) (FILL).

Damp, medium dense, silty fine SAND with graveland some organics, no hydrocarbon odor (30-55-15) (FILL).

Damp, dense, sandy SILT with gravel and someorganics, no hydrocarbon odor (65-30-5) (FILL).

Damp, dense, sandy SILT with chalky material,gray/ light gray, no hydrocarbon odor (70-30-0)(FILL).

At 6' bgs: 3" of sandy SILT, gray, no hydrocarbonodor (70-30-0) (FILL).

Damp, dense, silty fine SAND with gravel, tan, nohydrocarbon odor (30-60-10) (FILL).

Damp, dense, silty fine SAND with gravel, darkbrown, no hydrocarbon odor (30-55-15) (FILL).

Damp, dense, SILT with fine sand, gray, nohydrocarbon odor (90-10-0) (FILL).

Damp, dense, silty fine SAND with gravel, brownand gray, no hydrocarbon odor (30-55-15)(FILL?).

Wet, dense, silty fine SAND with gravel, brownand gray, no hydrocarbon odor (30-55-15)(FILL?).

P02-05

P02-07

P02-14

0.0

0.0

0.0

0.0

0.0

0.0

75

80

75

GP

SM

SM

ML

SM

SM

ML

SM

Page 22: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

2 of 2Page:

15

20

25

30

8.1

P02MW02

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

14--

--

20

10 to 20

0.010

Sand

Flushmount Traffic GradeBIM 049

ESN/Trever

20

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 20' bgs. Overdrilled probe boring withauger to set well MW02.

Bentonite

Concrete

Saturated, dense, silty fine SAND with gravel,brown and gray, no hydrocarbon odor (30-55-15)(FILL?).

End of boring at 20 feet bgs.

P02-20

0.0

0.0

100

SM

Page 23: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

8.9

P03MW03

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

4.5/10--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 055

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW03.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (15-25-60) (FILL).

Damp, medium dense, silty SAND with gravel,brown, some rootlets, no hydrocarbon odor (25-65-10) (FILL).

Saturated, medium dense, medium to coarseSAND with silt and gravel, gray, no hydrocarbonodor (5-90-5) (FILL).

Damp, dense, sandy SILT wtih gravel, gray, nohydrocarbon odor, pieces of red brick (70-25-5)(FILL).

Piece of tree root.6" layer of damp, dense, sandy SILT with chalkymaterial (FILL).

Damp, dense, silty fine SAND with gravel, nohydrocarbon odor (FILL).

Saturated, dense, fine to coarse SAND with tracesilt and gravel, gray, no hydrocarbon odor (5-90-5) (FILL).

Saturated to wet, dense, silty fine SAND withgravel, gray, no hydrocarbon odor (30-60-10).

P03-04.5

P03-09

P03-15

0.0

0.0

0.0

0.0

0.0

0.0

70

100

100

GP

SP

ML

ML

SM

SP

SM

Page 24: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

2.6

P04MW04

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

4.8/8.0--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 051

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW04.

Bentonite

Concrete

Damp, medium dense, silty-sandy GRAVEL,brown, no hydrocarbon odor (15-25-60) (FILL).

Damp, medium dense, silty fine SAND withgravel, brown, no hydrocarbon odor (30-65-5)(FILL).

Wet, medium dense, medium to coarse SANDwith silt and gravel, brown, no hydrocarbon odor(5-90-5) (FILL).

Damp, dense, silty fine SAND with gravel, brown,no hydrocarbon odor (40-50-10) (FILL).

Damp, medium dense, sandy SILT, gray, nohydrocarbon odor (80-20-0) (FILL).

Damp, dense, silty-sandy GRAVEL, gray, nohydrocarbon odor (20-30-50) (FILL).

Wet, dense, silty SAND with gravel, brown, nohydrocarbon odor (30-60-10) (FILL).

Wet to saturated, dense, medium to coarse SANDwith silt and gravel, brown, no hydrocarbon odor(5-90-5) (FILL).

Wet, dense, silty fine SAND with trace gravel,dark brown, no hydrocarbon odor (25-70-5)(FILL).

Piece of potential white plastic (PVC-like) at 14'bgs (FILL).

P04-03.5

P04-08

P04-15

0.0

0.0

0.0

0.0

0.0

0.0

60

100

100

SM

SM

SP

SM

ML

GP

SM

SP

SM

Page 25: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

7.3

P05MW05

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

5.2/10--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 047

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW05.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL,brown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty sandy GRAVEL,brown, no hydrocarbon odor (15-15-70) (FILL).

Damp, medium dense, silty fine SAND withgravel, grading into medium to coarse SAND withtrace silt and gravel, brown, no hydrocarbonodor (30-60-10)/(5-90-5) (FILL).

Damp, medium dense, silty SAND with gravel,interlayered with 2 to 3" thick lenses of coarseSAND with trace silt, gray and brown, nohydrocarbon odor (30-60-10)/(5-90-5) (FILL).

Wet to saturated, medium dense, silty SAND withgravel, interlayered with 2 to 3" thick lenses ofcoarse SAND with trace silt, gray and brown, nohydrocarbon odor (30-60-10)/(5-90-5) (FILL).Damp, dense, silty SAND with gravel, gray, nohydrocarbon odor (30-60-10) (FILL).

Damp, dense SILT, gray, no hydrocarbon odor(100-0-0) (FILL).

Damp, dense, silty SAND with gravel, brown andgray, no hydrocarbon odor (20-50-30) (FILL).

Damp, dense, sandy SILT with chalky material,light gray, no hydrocarbon odor (70-30-0)/(40-60-0) (FILL).Damp, dense, silty fine SAND with gravel, darkbrown, no hydrocarbon odor (35-40-25) (FILL).

Wet to saturated, dense, silty fine SAND withgravel, gray, no hydrocarbon odor (30-55-15).

P05-05

P05-09

P05-15

0.0

0.0

0.0

0.0

0.0

0.0

40

100

70

SM

SM

SM-SP

SM-SP

SM

ML

SM

ML

SM

SM

Page 26: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

8.7

P06MW06

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/17/14

CGC

Myers Way Property

0987-010-01

5.5/14--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 057

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW06.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty SAND with gravel,brown, no hydrocarbon odor becoming siltier at4' bgs (25-65-10)/(35-55-10) (FILL).

Damp, medium dense, silty SAND with gravel,brown, no hydrocarbon odor (20-70-10) (FILL).Wet, medium dense, silty SAND with gravel,brown, no hydrocarbon odor (20-70-10) (FILL).

Damp, dense, sandy SILT, gray, no hydrocarbonodor (70-30-0) (FILL).

Damp, dense, silty-sandy GRAVEL, brown, nohydrocarbon odor (20-30-50) (FILL).Damp, dense, sandy SILT with chalky material,gray-brown and light gray, no hydrocarbon odor(80-20-0) (FILL).

Damp, dense, silty fine SAND with gravel, gray,no hydrocarbon odor (30-60-10) (FILL).Brick pieces at 9.8' bgs.

Damp, stiff, silty CLAY, gray, no hydrocarbonodor (100-0-0) (FILL).

Saturated, dense, silty SAND with gravel, gray,no hydrocarbon odor (20-75-5).

P06-05

P06-08.5

P06-15

0.0

0.0

0.0

0.0

0.0

0.0

55

80

90

SM

SM

SM

ML

SM

ML

SM

CL

SM

Page 27: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

7.5

P07MW07

Seattle, Washington

9501 Myers Way South

11/18/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

8.5--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 036

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW07.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).Damp, medium dense, silty sandy GRAVEL, grayand brown, no hydrocarbon odor (15-40-45)(FILL).

Damp, medium dense, silty fine SAND withgravel, light brown, no hydrocarbon odor (30-60-10) (FILL).

Damp, medium dense, fine to medium SAND withsilt, light brown, no hydrocarbon odor (10-90-0)(FILL).Damp, medium dense, silty fine SAND withgravel, dark brown, no hydrocarbon odor (25-70-5) (FILL).Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, soft silty CLAY, gray, no hydrocarbonodor (100-0-0) (FILL).

Pieces of red brick

Wet, soft silty CLAY, gray, no hydrocarbon odor(100-0-0) (FILL).

Pieces of wood present.Saturated, soft silty CLAY, gray, no hydrocarbonodor (100-0-0) (FILL).

Saturated, medium dense, silty-sandy angularGRAVEL, gray and brown, no hydrocarbon odor(15-15-70) (FILL).

Wet to saturated, soft silty CLAY, gray, nohydrocarbon odor (100-0-0) (FILL).

P07-04

P07-08.5

P07-15

0.0

0.0

0.0

0.0

0.0

0.0

0.0

70

95

100

GP

GP

SM

SP

SM

GP

CL

CL

GP

CL

Page 28: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

10.3

P08MW08

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

7.0--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 042

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW08.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty fine SAND withgravel, light brown, no hydrocarbon odor (30-60-10) (FILL).

Damp, medium dense, silty sandy GRAVEL, nohydrocarbon odor (25-30-45) (FILL).

Damp, medium dense, silty fine SAND withgravel, brown and tan, some brick fragments, nohydrocarbon odor (25-60-15) (FILL).

Damp, medium dense, silty SAND with gravel,dark brown, no hydrocarbon odor (20-65-15)(FILL).

Rock in sampler at 6.5 to 6.8' bgs.

Wet, medium dense, medium to coarse SANDwith silt, brown, no hydrocarbon odor (10-90-0)(FILL).

Locally more gravel at 9 to 9.5' bgs (10-80-10)(FILL).

Saturated, medium dense, fine to coarse SANDwith silt and trace gravel, brown, no hydrocarbonodor (10-85-5) (FILL).

Slight sheen on water and soil at 14.5 to 15' bgs.No hydrocarbon odor.

P08-04

P08-07

P08-15

0.0

0.0

0.0

0.0

0.0

0.0

0.0

70

95

100

GP

SM

GP

SM

SM

SP

SP

SP

Page 29: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

7.5

P09MW09

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

6.0--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 037

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW09.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty fine SAND withgravel, no hydrocarbon odor (30-60-10) (FILL).

Damp, medium dense, silty fine SAND withgravel, gray, no hydrocarbon odor (25-70-5)(FILL).

Wet, medium dense, silty SAND with trace gravel,gray, no hydrocarbon odor (25-70-5) (FILL).

Saturated, medium dense, medium to coarseSAND with silt, no hydrocarbon odor (10-90-0)(FILL).

Saturated, medium dense, coarse SAND with silt,brown, no hydrocarbon odor (10-90-0) (FILL).

P09-04

P09-06

P09-15

0.0

0.0

0.0

0.0

0.0

0.0

55

80

100

GP

SM

SM

SM

SP

SP

Page 30: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

5.8

P10MW10

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

5.5--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 038

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW10.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty fine SAND with tracegravel, no hydrocarbon odor (30-65-5) (FILL).

Wet to saturated, fine to coarse SAND with silt,grading to medium to coarse SAND with silt at6.5' bgs, gray, no hydrocarbon odor (10-90-0)(FILL).

Wet to saturated, medium to coarse SAND withsilt, tan, no hydrocarbon odor (10-90-0) (FILL).

Sample core tub jammed. Sample hammered outof sleeve onto plastic for internal observation:Saturated, fine to coarse SAND with silt, tan andbrown, no hydrocarbon odor (10-90-0) (FILL).

P10-04

P10-05.5

P10-15

0.0

0.0

0.0

0.0

0.0

55

90

100

GP

SM

SP

SP

Page 31: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

8.9

P11MW11

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

10.0--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 039

ESN/Trever

13/15

NA

Core Tube

Combo Rig

2 / 4.25 ID

Probe boring to 13' bgs. Overdrilled boringto 15' bgs with auger to set well MW11.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty fine SAND with tracegravel, light brown, no hydrocarbon odor (25-70-5) (FILL).

Damp to moist, medium dense, silty fine tomedium SAND with trace gravel, gray, nohydrocarbon odor (25-70-5) (FILL).

Saturated, medium dense, medium to coarseSAND with silt, gray, no hydrocarbon odor (10-90-0) (FILL).

Probe sampler fail at 13' bgs probe boringterminated. Overdrilled with auger to 15' bgs toset well.

P11-04

P11-10

P11-13

0.0

0.0

0.0

0.0

55

80

60

GP

SM

SP

SP

Page 32: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blo

w C

ount

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(fee

t bgs

)LOG

BORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 2Page:

0

5

10

15

--

P12--

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

----

--

--

--

--

--

----

ESN/Trever

20

NA

--

--

--

EOB: 20' bgs. No groundwater seepageencountered.

--

--

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty-sandy GRAVEL,brown, no hydrocarbon odor (20-35-45) (FILL).

Damp, medium dense, silty fine SAND withgravel, brown, no hydrocarbon odor (25-70-5)(FILL).Moist, medium dense, silty fine SAND withgravel, brown, no hydrocarbon odor (25-70-5)(FILL).

Locally siltier at 6 to 7.5' bgs (30-65-5) (FILL).

Damp, medium dense, silty fine SAND withgravel, orange-brown, no hydrocarbon odor (40-50-10).

Rock crushed in sampler.

Damp, medium dense, medium to coarse SANDwith trace silt, tan, no hydrocarbon odor (5-95-0)(FILL).

P12-05

P12-10

P12-15

0.0

0.0

0.0

0.0

0.0

0.0

45

50

50

GP

GP

SM

SM

SP

Page 33: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blo

w C

ount

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(fee

t bgs

)LOG

BORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

2 of 2Page:

15

20

25

30

--

P12--

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

----

--

--

--

--

--

----

ESN/Trever

20

NA

--

--

--

EOB: 20' bgs. No groundwater seepageencountered.

--

--

Damp, medium dense, silty fine SAND, brown, nohydrocarbon odor (40-60-0) (FILL).

Damp, dense, silty fine SAND with trace gravel,tan, no hydrocarbon odor (20-75-5) (FILL).

EOB: 20' bgs. Boring abandoned with hydratedbentonite chips.

P12-20

0.0

0.0

60

SP

SM

SM

Page 34: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blo

w C

ount

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(fee

t bgs

)LOG

BORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

7.3

P13MW12

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

5/10.5--

--

14

4 to 14

0.010

Sand

Flushmount Traffic GradeBIM 040

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

Overdrilled probe boring to 14' bgs withauger to set well MW12.

Bentonite

Concrete

Damp, medium dense, silty sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty sandy GRAVEL,brown, no hydrocarbon odor (20-25-55) (FILL).

Damp, medium dense, silty fine SAND withgravel, brown, no hydrocarbon odor (30-65-5)(FILL).

Wet, medium dense, silty fine SAND with gravel,brown, no hydrocarbon odor (30-65-5) (FILL).

Wet, medium dense, silty SAND, gray, nohydrocarbon odor (15-85-0) (FILL).

Damp, dense, sandy SILT with streaks of chalkymaterial, light gray, no hydrocarbon odor (70-30-0) (FILL).

Damp, medium dense, silty fine SAND withgravel, dark brown, no hydrocarbon odor (25-65-10) (FILL).

Wet to saturated, silty fine SAND with gravel,gray, no hydrocarbon odor (40-50-10) (FILL).

Damp, medium dense, silty CLAY, contains treeroots, gray, no hydrocarbon odor (100-0-0) (FILL).

Damp, medium dense, silty CLAY with sand andgravel, contains tree roots, gray, no hydrocarbonodor (80-10-10) (FILL).

P13-05

P13-08

P13-15

0.0

0.0

0.0

0.0

0.0

0.0

75

80

100

GP

GP

SM

SM

ML

SM

SM

CL

Page 35: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

Date Completed:

USCS

feet bgs%

Re

co

ve

ry

Blow Count

Project:

Project Number:

Logged by:

Date Started:

Surface Conditions:

Well Location N/S:

Well Location E/W:

Reviewed by:

Depth

Gra

phic

ClassSample

ID

Inte

rval

(feet bgs)

LOGBORING

Site Address:

Lithologic DescriptionPID (ppmv)

feet bgs

Water DepthAfter Completion

Time of DrillingWater Depth At

Water Depth

Well Detail/

lbs

feet bgs

feet bgs

inches

inches

feet bgsWell Screened Interval:

Screen Slot Size:

Filter Pack Used:

Surface Seal:

Annular Seal:

Monument Type:

Drilling Equipment:

Drilling Co./Driller:

Sampler Type:

Hammer Type/Weight:

Total Boring Depth:

Total Well Depth:

State Well ID No.:

Notes/Comments:Well/Auger Diameter:

1 of 1Page:

0

5

10

15

8.1

P14MW13

Seattle, Washington

9501 Myers Way South

11/19/14

RKB

Gravel

11/19/14

CGC

Myers Way Property

0987-010-01

7/10.5--

--

15

5 to 15

0.010

Sand

Flushmount Traffic GradeBIM 04

ESN/Trever

15

NA

Core Tube

Combo Rig

2 / 4.25 ID

EOB: 15' bgs. Overdrilled probe boring withauger to set well MW13.

Bentonite

BIM 041

Damp, medium dense, silty-sandy GRAVEL, darkbrown, no hydrocarbon odor (20-30-50) (FILL).

Damp, medium dense, silty sandy GRAVEL,medium brown, no hydrocarbon odor (20-25-55)(FILL).

Damp, medium dense, silty fine SAND withgravel, brown and gray, no hydrocarbon odor(30-55-15) (FILL).

Wet to saturated. silty SAND, brown, nohydrocarbon odor (15-85-0) (FILL).

Damp, dense silty CLAY, gray, contains plasticbits and minor chalky material, no hydrocarbonodor (100-0-0) (FILL).Damp, dense, sandy SILT, orange-brown, nohydrocarbon odor (80-20-0) (FILL).Moist, medium dense, silty fine to medium SANDwith gravel, brown, no hydrocarbon odor (20-70-10) (FILL).

Saturated, medium dense, fine to coarse SANDwith silt and trace gravel, tan, no hydrocarbonodor (10-85-5) (FILL?)

P14-05

P14-08.5

P14-10.5

0.0

0.0

0.0

0.0

0.0

0.0

70

80

100

GP

GP

SM

SM

CL

ML

SM

SP

Page 36: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

ATTACHMENT B LABORATORY ANALYTICAL REPORTS 

   

Page 37: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411304 

Page 38: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

December 3, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 18, 2014 from the SOU_0987-010-01_20141118, F&BI 411304 project. There are 22 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1203R.DOC

Page 39: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 18, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141118, F&BI 411304 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411304-01 P01-05 411304-02 P01-10 411304-03 P01-15 411304-04 P02-05 411304-05 P02-07 411304-06 P02-14 411304-07 P02-20 411304-08 P03-04.5 411304-09 P03-09 411304-10 P03-15 411304-11 P04-03.5 411304-12 P04-08 411304-13 P04-15 411304-14 P05-05 411304-15 P05-09 411304-16 P05-15 411304-17 P06-05 411304-18 P06-08.5 411304-19 P06-15 All quality control requirements were acceptable.

Page 40: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P01-10 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/25/14 Lab ID: 411304-02 1/5 Date Analyzed: 11/25/14 Data File: 112519.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 96 50 150 Benzo(a)anthracene-d12 110 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.010 Anthracene <0.01 Fluoranthene 0.017 Pyrene 0.021 Benz(a)anthracene 0.011 Chrysene 0.017 Benzo(a)pyrene 0.015 Benzo(b)fluoranthene 0.016 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene 0.010 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene 0.013

Page 41: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P02-07 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/24/14 Lab ID: 411304-05 1/5 Date Analyzed: 11/24/14 Data File: 112419.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 76 50 150 Benzo(a)anthracene-d12 87 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene 0.017 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.031 Anthracen e <0.01 Fluoranthene 0.036 Pyrene 0.043 Benz(a)anthracene 0.013 Chrysene 0.019 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene 0.016 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

Page 42: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P03-09 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/24/14 Lab ID: 411304-09 1/5 Date Analyzed: 11/24/14 Data File: 112412.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 76 50 150 Benzo(a)anthracene-d12 88 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene 0.017 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.038 Anthracene <0.01 Fluoranthene 0.054 Pyrene 0.056 Benz(a)anthracene 0.021 Chrysene 0.023 Benzo(a)pyrene 0.015 Benzo(b)fluoranthene 0.027 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene 0.010 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene 0.011

Page 43: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P04-15 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/24/14 Lab ID: 411304-13 1/5 Date Analyzed: 11/24/14 Data File: 112413.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 74 50 150 Benzo(a)anthracene-d12 88 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene 0.016 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.035 Anthracene <0.01 Fluoranthene 0.068 Pyrene 0.087 Benz(a)anthracene 0.046 Chrysene 0.053 Benzo(a)pyrene 0.057 Benzo(b)fluoranthene 0.068 Benzo(k)fluoranthene 0.019 Indeno(1,2,3-cd)pyrene 0.044 Dibenz(a,h)anthracene 0.011 Benzo(g,h,i)perylene 0.052

Page 44: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P06-08.5 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/24/14 Lab ID: 411304-18 1/5 Date Analyzed: 11/25/14 Data File: 112509.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 78 50 150 Benzo(a)anthracene-d12 100 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene 0.015 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.027 Anthracene <0.01 Fluoranthene 0.061 Pyrene 0.068 Benz(a)anthracene 0.028 Chrysene 0.042 Benzo(a)pyrene 0.025 Benzo(b)fluoranthene 0.039 Benzo(k)fluoranthene 0.016 Indeno(1,2,3-cd)pyrene 0.018 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene 0.023

Page 45: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/24/14 Lab ID: 04-2373 mb 1/5 Date Analyzed: 11/24/14 Data File: 112404.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 69 50 150 Benzo(a)anthracene-d12 81 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene <0.01 Anthracene <0.01 Fluoranthene <0.01 Pyrene <0.01 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

Page 46: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/25/14 Lab ID: 04-2373 mb2 Date Analyzed: 11/25/14 Data File: 112518.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 97 50 150 Benzo(a)anthracene-d12 118 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene <0.01 Anthracene <0.01 Fluoranthene <0.01 Pyrene <0.01 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

Page 47: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P01-05 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-01 Date Analyzed: 11/24/14 Data File: 411304-01.021 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 102 60 125 Indium 92 60 125 Holmium 98 60 125 Concentration Analyte: mg/kg (ppm) Chromium 12.7 Arsenic 3.82 Cadmium <1 Lead 27.4 Mercury <1

Page 48: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P01-10 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-02 Date Analyzed: 11/24/14 Data File: 411304-02.022 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 97 60 125 Indium 90 60 125 Holmium 95 60 125 Concentration Analyte: mg/kg (ppm) Chromium 7.54 Arsenic 6.76 Cadmium <1 Lead 112 Mercury <1

Page 49: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P02-05 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-04 Date Analyzed: 11/24/14 Data File: 411304-04.023 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 105 60 125 Indium 90 60 125 Holmium 97 60 125 Concentration Analyte: mg/kg (ppm) Chromium 26.2 Arsenic 9.12 Cadmium <1 Lead 14.0 Mercury <1

Page 50: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P02-07 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-05 Date Analyzed: 11/24/14 Data File: 411304-05.024 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 98 60 125 Indium 94 60 125 Holmium 95 60 125 Concentration Analyte: mg/kg (ppm) Chromium 18.4 Arsenic 55.2 Cadmium 1.23 Lead 245 Mercury <1

Page 51: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P03-04.5 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-08 Date Analyzed: 11/24/14 Data File: 411304-08.025 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 99 60 125 Indium 90 60 125 Holmium 96 60 125 Concentration Analyte: mg/kg (ppm) Chromium 11.5 Arsenic 1.74 Cadmium <1 Lead 5.45 Mercury <1

Page 52: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P03-09 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-09 Date Analyzed: 11/24/14 Data File: 411304-09.026 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 96 60 125 Holmium 95 60 125 Concentration Analyte: mg/kg (ppm) Chromium 18.7 Arsenic 58.7 Cadmium 1.34 Lead 351 Mercury <1

Page 53: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P04-08 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-12 Date Analyzed: 11/24/14 Data File: 411304-12.027 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 107 60 125 Indium 93 60 125 Holmium 100 60 125 Concentration Analyte: mg/kg (ppm) Chromium 16.9 Arsenic 6.49 Cadmium <1 Lead 29.9 Mercury <1

Page 54: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P05-09 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-15 Date Analyzed: 11/24/14 Data File: 411304-15.028 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 96 60 125 Holmium 94 60 125 Concentration Analyte: mg/kg (ppm) Chromium 15.9 Arsenic 71.7 Cadmium 1.33 Lead 338 Mercury <1

Page 55: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P06-08.5 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-18 Date Analyzed: 11/24/14 Data File: 411304-18.030 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 97 60 125 Indium 97 60 125 Holmium 93 60 125 Concentration Analyte: mg/kg (ppm) Chromium 15.2 Arsenic 109 Cadmium 1.63 Lead 524 Mercury <1

Page 56: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P06-15 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: 411304-19 Date Analyzed: 11/24/14 Data File: 411304-19.031 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 92 60 125 Holmium 96 60 125 Concentration Analyte: mg/kg (ppm) Chromium 8.08 Arsenic 3.97 Cadmium <1 Lead 15.4 Mercury <1

Page 57: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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19

Analysis For Total Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 11/21/14 Lab ID: I4-748 mb Date Analyzed: 11/24/14 Data File: I4-748 mb.009 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 97 60 125 Holmium 99 60 125 Concentration Analyte: mg/kg (ppm) Chromium <1 Arsenic <1 Cadmium <1 Lead <1 Mercury <1

Page 58: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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20

Date of Report: 12/03/14 Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: 411388-01 (Matrix Spike) 1/5 Analyte

Reporting

Units

Spike Level

Sample Result

(Wet wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene mg/kg (ppm) 0.17 0.034 101 98 44-129 3 Acenaphthylene mg/kg (ppm) 0.17 <0.01 86 84 52-121 2 Acenaphthene mg/kg (ppm) 0.17 <0.01 91 91 51-123 0 Fluorene mg/kg (ppm) 0.17 0.034 96 91 37-137 5 Phenanthrene mg/kg (ppm) 0.17 0.043 91 b 85 b 45-124 7 b Anthracene mg/kg (ppm) 0.17 <0.01 88 87 32-124 1 Fluoranthene mg/kg (ppm) 0.17 <0.01 87 85 50-125 2 Pyrene mg/kg (ppm) 0.17 0.014 98 92 41-135 6 Benz(a)anthracene mg/kg (ppm) 0.17 <0.01 90 88 23-144 2 Chrysene mg/kg (ppm) 0.17 <0.01 88 86 45-122 2 Benzo(b)fluoranthene mg/kg (ppm) 0.17 <0.01 97 94 31-144 3 Benzo(k)fluoranthene mg/kg (ppm) 0.17 <0.01 106 102 45-130 4 Benzo(a)pyrene mg/kg (ppm) 0.17 <0.01 94 93 39-128 1 Indeno(1,2,3-cd)pyrene mg/kg (ppm) 0.17 <0.01 94 93 28-146 1 Dibenz(a,h)anthracene mg/kg (ppm) 0.17 <0.01 94 93 46-129 1 Benzo(g,h,i)perylene mg/kg (ppm) 0.17 <0.01 92 92 37-133 0 Laboratory Code: Laboratory Control Sample 1/5 Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Naphthalene mg/kg (ppm) 0.17 84 58-121 Acenaphthylene mg/kg (ppm) 0.17 85 54-121 Acenaphthene mg/kg (ppm) 0.17 86 54-123 Fluorene mg/kg (ppm) 0.17 88 56-127 Phenanthrene mg/kg (ppm) 0.17 87 55-122 Anthracene mg/kg (ppm) 0.17 81 50-120 Fluoranthene mg/kg (ppm) 0.17 86 54-129 Pyrene mg/kg (ppm) 0.17 91 53-127 Benz(a)anthracene mg/kg (ppm) 0.17 88 51-115 Chrysene mg/kg (ppm) 0.17 90 55-129 Benzo(b)fluoranthene mg/kg (ppm) 0.17 95 56-123 Benzo(k)fluoranthene mg/kg (ppm) 0.17 104 54-131 Benzo(a)pyrene mg/kg (ppm) 0.17 87 51-118 Indeno(1,2,3-cd)pyrene mg/kg (ppm) 0.17 96 49-148 Dibenz(a,h)anthracene mg/kg (ppm) 0.17 97 50-141 Benzo(g,h,i)perylene mg/kg (ppm) 0.17 96 52-131

Page 59: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Date of Report: 12/03/14 Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES

FOR TOTAL METALS USING EPA METHOD 200.8 Laboratory Code: 411378-27 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

(Wet wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Chromium mg/kg (ppm) 50 5.16 100 99 57-128 1 Arsenic mg/kg (ppm) 10 <1 94 96 70-118 2 Cadmium mg/kg (ppm) 10 <1 105 107 83-116 2 Lead mg/kg (ppm) 50 1.24 107 108 59-148 1 Mercury mg/kg (ppm 10 <1 101 102 50-150 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Chromium mg/kg (ppm) 50 94 78-121 Arsenic mg/kg (ppm) 10 91 83-113 Cadmium mg/kg (ppm) 10 97 54-114 Lead mg/kg (ppm) 50 97 80-120 Mercury mg/kg (ppm) 10 89 70-130

Page 60: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike rec overies may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 61: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 62: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 63: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 64: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

December 30, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the additional results from the testing of material submitted on November 18, 2014 from the SOU_0987-010-01_20141118, F&BI 411304 project. There are 9 pages included in this report. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1230R.DOC

Page 65: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 18, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141118, F&BI 411304 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411304-01 P01-05 411304-02 P01-10 411304-03 P01-15 411304-04 P02-05 411304-05 P02-07 411304-06 P02-14 411304-07 P02-20 411304-08 P03-04.5 411304-09 P03-09 411304-10 P03-15 411304-11 P04-03.5 411304-12 P04-08 411304-13 P04-15 411304-14 P05-05 411304-15 P05-09 411304-16 P05-15 411304-17 P06-05 411304-18 P06-08.5 411304-19 P06-15 All quality control requirements were acceptable.

Page 66: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: P01-10 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 12/19/14 Lab ID: 411304-02 Date Analyzed: 12/19/14 Data File: 411304-02.015 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Holmium 98 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Lead <1 5.0

Page 67: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: P02-07 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 12/19/14 Lab ID: 411304-05 Date Analyzed: 12/19/14 Data File: 411304-05.019 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Holmium 99 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Lead <1 5.0

Page 68: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: P03-09 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 12/19/14 Lab ID: 411304-09 Date Analyzed: 12/19/14 Data File: 411304-09.020 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Holmium 99 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Lead <1 5.0

Page 69: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: P05-09 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 12/19/14 Lab ID: 411304-15 Date Analyzed: 12/19/14 Data File: 411304-15.021 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Holmium 97 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Lead <1 5.0

Page 70: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

6

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: P06-08.5 Client: SoundEarth Strategies Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 12/19/14 Lab ID: 411304-18 Date Analyzed: 12/19/14 Data File: 411304-18.022 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Indium 96 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Arsenic <1 5.0

Page 71: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

7

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141118, F&BI 411304 Date Extracted: 12/19/14 Lab ID: I4-812 mb Date Analyzed: 12/19/14 Data File: I4-812 mb.013 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Indium 97 60 125 Holmium 98 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Arsenic <1 5.0 Lead <1 5.0

Page 72: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

8

Date of Report: 12/30/14 Date Received: 11/18/14 Project: SOU_0987-010-01_20141118, F&BI 411304

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES

FOR TCLP METALS USING EPA METHOD 200.8 AND 40 CFR PART 261

Laboratory Code: 411304-02 (Matrix Spike)

Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Arsenic mg/L (ppm) 1.0 <1 100 93 50-150 7 Lead mg/L (ppm) 1.0 <1 106 97 50-150 9 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Arsenic mg/L (ppm) 1.0 100 70-130 Lead mg/L (ppm) 1.0 106 70-130

Page 73: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

9

Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 74: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 75: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 76: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 77: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411326

Page 78: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

November 26, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 19, 2014 from the SOU_0987-010-01_20141119, F&BI 411326 project. There are 12 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1126R.DOC

Page 79: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 19, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141119, F&BI 411326 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411326 -01 PGG-3-20141118 411326 -02 PGG-2-20141118 The samples were filtered at Friedman and Bruya on November 19, 2014 at 10:40 AM. The data were flagged accordingly. All quality control requirements were acceptable.

Page 80: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: PGG-3-20141118 f Client: SoundEarth Strategies Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411326 Date Extracted: 11/20/14 Lab ID: 411326-01 Date Analyzed: 11/20/14 Data File: 411326-01.060 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 102 60 125 Indium 97 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic <1 Cadmium <1 Lead <1

Page 81: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: PGG-2-20141118 f Client: SoundEarth Strategies Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411326 Date Extracted: 11/20/14 Lab ID: 411326-02 Date Analyzed: 11/20/14 Data File: 411326-02.063 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 96 60 125 Holmium 99 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic <1 Cadmium <1 Lead <1

Page 82: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141119, F&BI 411326 Date Extracted: 11/20/14 Lab ID: I4-738 mb Date Analyzed: 11/20/14 Data File: I4-738 mb.058 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 110 60 125 Indium 106 60 125 Holmium 105 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic <1 Cadmium <1 Lead <1

Page 83: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411326 Date Extracted: 11/20/14 Date Analyzed: 11/21/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR DISSOLVED MERCURY USING EPA METHOD 1631E Results Reported as ug/L (ppb)

Sample ID Dissolved Mercury Laboratory ID PGG-3-20141118 f <0.1 411326-01

PGG-2-20141118 f <0.1 411326-02 Method Blank <0.1

Page 84: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

6

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: PGG-3-20141118 Client: SoundEarth Strategies Date Received: 11/19/14 Project: SOU_0987-010-01_20141119 Date Extracted: 11/19/14 Lab ID: 411326-01 1/2 Date Analyzed: 11/20/14 Data File: 112007.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 97 50 150 Benzo(a)anthracene-d12 109 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

Page 85: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

7

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: PGG-2-20141118 Client: SoundEarth Strategies Date Received: 11/19/14 Project: SOU_0987-010-01_20141119 Date Extracted: 11/19/14 Lab ID: 411326-02 1/2 Date Analyzed: 11/20/14 Data File: 112008.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 90 50 150 Benzo(a)anthracene-d12 103 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

Page 86: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

8

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141119 Date Extracted: 11/19/14 Lab ID: 04-2349 mb2 1/2 Date Analyzed: 11/20/14 Data File: 112006.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 98 50 150 Benzo(a)anthracene-d12 113 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

Page 87: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

9

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411326

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES

FOR DISSOLVED METALS USING EPA METHOD 200.8 Laboratory Code: 411326-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Chromium ug/L (ppb) 20 <1 103 101 64-132 2 Arsenic ug/L (ppb) 10 <1 104 101 60-150 3 Cadmium ug/L (ppb) 5 <1 101 99 83-116 2 Lead ug/L (ppb) 10 <1 105 104 79-121 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Chromium ug/L (ppb) 20 100 80-119 Arsenic ug/L (ppb) 10 95 80-111 Cadmium ug/L (ppb) 5 96 83-113 Lead ug/L (ppb) 10 105 83-115

Page 88: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

10

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411326

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR

DISSOLVED MERCURY USING EPA METHOD 1631E

Laboratory Code: 411326-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Mercury ug/L (ppb) 0.5 <0.1 94 95 71-125 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Mercury ug/L (ppb) 0.5 92 88-113

Page 89: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

11

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411326

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene ug/L (ppb) 1 91 92 67-116 1 Acenaphthylene ug/L (ppb) 1 94 96 65-119 2 Acenaphthene ug/L (ppb) 1 91 93 66-118 2 Fluorene ug/L (ppb) 1 95 97 64-125 2 Phenanthrene ug/L (ppb) 1 93 96 67-120 3 Anthracene ug/L (ppb) 1 94 95 65-122 1 Fluoranthene ug/L (ppb) 1 94 96 65-127 2 Pyrene ug/L (ppb) 1 96 96 62-130 0 Benz(a)anthracene ug/L (ppb) 1 98 97 60-118 1 Chrysene ug/L (ppb) 1 95 98 66-125 3 Benzo(b)fluoranthene ug/L (ppb) 1 107 106 55-135 1 Benzo(k)fluoranthene ug/L (ppb) 1 105 108 62-125 3 Benzo(a)pyrene ug/L (ppb) 1 107 108 58-127 1 Indeno(1,2,3-cd)pyrene ug/L (ppb) 1 105 107 36-142 2 Dibenz(a,h)anthracene ug/L (ppb) 1 87 95 37-133 9 Benzo(g,h,i)perylene ug/L (ppb) 1 91 98 34-135 7

Page 90: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

12

Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 91: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 92: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411327    

Page 93: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

November 26, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 19, 2014 from the SOU_0987-010-01_20141119, F&BI 411327 project. There are 12 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1126R.DOC

Page 94: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 19, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141119, F&BI 411327 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411327-01 P07-04 411327-02 P07-08.5 411327-03 P07-15 All quality control requirements were acceptable.

Page 95: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327 Date Extracted: 11/21/14 Date Analyzed: 11/21/14

RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES AND TPH AS GASOLINE USING METHODS 8021B AND NWTPH-Gx

Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm)

Ethyl Total Gasoline Surrogate Sample ID Benzene Toluene Benzene Xylenes Range (% Recovery) Laboratory ID (Limit 50-150) P07-08.5 <0.02 <0.02 <0.02 <0.06 <2 85 411327-02

Method Blank <0.02 <0.02 <0.02 <0.06 <2 87 04-2339 MB

Page 96: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327 Date Extracted: 11/21/14 Date Analyzed: 11/21/14

RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS

DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx

Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm)

Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery) Laboratory ID (C10-C25) (C25-C36) (Limit 56-165) P07-08.5 <50 <250 83 411327-02 Method Blank <50 <250 86 04-2367 MB

Page 97: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Analysis For Total Metals By EPA Method 200.8 Client ID: P07-08.5 Client: SoundEarth Strategies Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327 Date Extracted: 11/21/14 Lab ID: 411327-02 Date Analyzed: 11/24/14 Data File: 411327-02.032 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 104 60 125 Indium 91 60 125 Holmium 96 60 125 Concentration Analyte: mg/kg (ppm) Chromium 24.8 Arsenic 4.90 Cadmium <1 Lead 32.1 Mercury <1

Page 98: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Analysis For Total Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: NA Project: SOU_0987-010-01_20141119, F&BI 411327 Date Extracted: 11/21/14 Lab ID: I4-748 mb Date Analyzed: 11/24/14 Data File: I4-748 mb.009 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 97 60 125 Holmium 99 60 125 Concentration Analyte: mg/kg (ppm) Chromium <1 Arsenic <1 Cadmium <1 Lead <1 Mercury <1

Page 99: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

6

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P07-08.5 Client: SoundEarth Strategies Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327 Date Extracted: 11/24/14 Lab ID: 411327-02 1/5 Date Analyzed: 11/24/14 Data File: 112409.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 74 50 150 Benzo(a)anthracene-d12 84 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.019 Anthracene <0.01 Fluoranthene 0.012 Pyrene 0.014 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

Page 100: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

7

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141119, F&BI 411327 Date Extracted: 11/24/14 Lab ID: 04-2373 mb 1/5 Date Analyzed: 11/24/14 Data File: 112404.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 69 50 150 Benzo(a)anthracene-d12 81 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene <0.01 Anthracene <0.01 Fluoranthene <0.01 Pyrene <0.01 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

Page 101: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

8

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES, AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH-Gx

Laboratory Code: 411234-02 (Duplicate) Analyte

Reporting

Units

Sample Result

(Wet Wt)

Duplicate Result

(Wet Wt)

RPD

(Limit 20) Benzene mg/kg (ppm) <0.02 <0.02 nm Toluene mg/kg (ppm) <0.02 <0.02 nm Ethylbenzene mg/kg (ppm) <0.02 <0.02 nm Xylenes mg/kg (ppm) <0.06 <0.06 nm Gasoline mg/kg (ppm) <2 <2 nm Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Benzene mg/kg (ppm) 0.5 91 69-120 Toluene mg/kg (ppm) 0.5 95 70-117 Ethylbenzene mg/kg (ppm) 0.5 94 65-123 Xylenes mg/kg (ppm) 1.5 93 66-120 Gasoline mg/kg (ppm) 20 95 71-131

Page 102: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

9

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES

FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH-Dx

Laboratory Code: 411378-02 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

(Wet Wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Diesel Extended mg/kg (ppm) 5,000 12,000 93 b 47 b 63-146 66 b Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Diesel Extended mg/kg (ppm) 5,000 91 79-144

Page 103: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

10

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES

FOR TOTAL METALS USING EPA METHOD 200.8 Laboratory Code: 411378-27 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

(Wet wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Chromium mg/kg (ppm) 50 5.16 100 99 57-128 1 Arsenic mg/kg (ppm) 10 <1 94 96 70-118 2 Cadmium mg/kg (ppm) 10 <1 105 107 83-116 2 Lead mg/kg (ppm) 50 1.24 107 108 59-148 1 Mercury mg/kg (ppm 10 <1 101 102 50-150 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Chromium mg/kg (ppm) 50 94 78-121 Arsenic mg/kg (ppm) 10 91 83-113 Cadmium mg/kg (ppm) 10 97 54-114 Lead mg/kg (ppm) 50 97 80-120 Mercury mg/kg (ppm) 10 89 70-130

Page 104: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

11

Date of Report: 11/26/14 Date Received: 11/19/14 Project: SOU_0987-010-01_20141119, F&BI 411327

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: 411388-01 (Matrix Spike) 1/5 Analyte

Reporting

Units

Spike Level

Sample Result

(Wet wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene mg/kg (ppm) 0.17 0.034 101 98 44-129 3 Acenaphthylene mg/kg (ppm) 0.17 <0.01 86 84 52-121 2 Acenaphthene mg/kg (ppm) 0.17 <0.01 91 91 51-123 0 Fluorene mg/kg (ppm) 0.17 0.034 96 91 37-137 5 Phenanthrene mg/kg (ppm) 0.17 0.043 91 b 85 b 45-124 7 b Anthracen e mg/kg (ppm) 0.17 <0.01 88 87 32-124 1 Fluoranthene mg/kg (ppm) 0.17 <0.01 87 85 50-125 2 Pyrene mg/kg (ppm) 0.17 0.014 98 92 41-135 6 Benz(a)anthracene mg/kg (ppm) 0.17 <0.01 90 88 23-144 2 Chrysene mg/kg (ppm) 0.17 <0.01 88 86 45-122 2 Benzo(b)fluoranthene mg/kg (ppm) 0.17 <0.01 97 94 31-144 3 Benzo(k)fluoranthene mg/kg (ppm) 0.17 <0.01 106 102 45-130 4 Benzo(a)pyrene mg/kg (ppm) 0.17 <0.01 94 93 39-128 1 Indeno(1,2,3-cd)pyrene mg/kg (ppm) 0.17 <0.01 94 93 28-146 1 Dibenz(a,h)anthracene mg/kg (ppm) 0.17 <0.01 94 93 46-129 1 Benzo(g,h,i)perylene mg/kg (ppm) 0.17 <0.01 92 92 37-133 0 Laboratory Code: Laboratory Control Sample 1/5 Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Naphthalene mg/kg (ppm) 0.17 84 58-121 Acenaphthylene mg/kg (ppm) 0.17 85 54-121 Acenaphthene mg/kg (ppm) 0.17 86 54-123 Fluorene mg/kg (ppm) 0.17 88 56-127 Phenanthrene mg/kg (ppm) 0.17 87 55-122 Anthracene mg/kg (ppm) 0.17 81 50-120 Fluoranthene mg/kg (ppm) 0.17 86 54-129 Pyrene mg/kg (ppm) 0.17 91 53-127 Benz(a)anthracene mg/kg (ppm) 0.17 88 51-115 Chrysene mg/kg (ppm) 0.17 90 55-129 Benzo(b)fluoranthene mg/kg (ppm) 0.17 95 56-123 Benzo(k)fluoranthene mg/kg (ppm) 0.17 104 54-131 Benzo(a)pyrene mg/kg (ppm) 0.17 87 51-118 Indeno(1,2,3-cd)pyrene mg/kg (ppm) 0.17 96 49-148 Dibenz(a,h)anthracene mg/kg (ppm) 0.17 97 50-141 Benzo(g,h,i)perylene mg/kg (ppm) 0.17 96 52-131

Page 105: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

12

Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 106: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 107: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 108: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 109: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 110: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411354

Page 111: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

November 26, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 20, 2014 from the SOU_0987-010_20141120, F&BI 411354 project. There are 10 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1126R.DOC

Page 112: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 20, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010_20141120, F&BI 411354 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411354 -01 PGG1-20141119 The samples were filtered at Friedman and Bruya on November 20, 2014 at 11:30 AM. The data were flagged accordingly. All quality control requirements were acceptable.

Page 113: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: PGG1-20141119 f Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010_20141120, F&BI 411354 Date Extracted: 11/20/14 Lab ID: 411354-01 Date Analyzed: 11/20/14 Data File: 411354-01.065 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 98 60 125 Indium 93 60 125 Holmium 97 60 125 Concentration Analyte: ug/L (ppb) Chromium 2.14 Arsenic <1 Cadmium <1 Lead <1

Page 114: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010_20141120, F&BI 411354 Date Extracted: 11/20/14 Lab ID: I4-738 mb2 Date Analyzed: 11/20/14 Data File: I4-738 mb2.064 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 101 60 125 Indium 97 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic <1 Cadmium <1 Lead <1

Page 115: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010_20141120, F&BI 411354 Date Extracted: 11/20/14 Date Analyzed: 11/21/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR DISSOLVED MERCURY USING EPA METHOD 1631E Results Reported as ug/L (ppb)

Sample ID Dissolved Mercury Laboratory ID PGG1-20141119 f <0.1 411354-01

Method Blank <0.1

Page 116: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: PGG1-20141119 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010_20141120, F&BI 411354 Date Extracted: 11/20/14 Lab ID: 411354-01 1/2 Date Analyzed: 11/21/14 Data File: 112111.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 101 50 150 Benzo(a)anthracene-d12 110 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene 0.17 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyren e <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

Page 117: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

6

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010_20141120, F&BI 411354 Date Extracted: 11/20/14 Lab ID: 04-2363 mb 1/2 Date Analyzed: 11/21/14 Data File: 112105.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: VM Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 103 50 150 Benzo(a)anthracene-d12 116 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

Page 118: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

7

Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010_20141120, F&BI 411354

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES

FOR DISSOLVED METALS USING EPA METHOD 200.8 Laboratory Code: 411326-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Chromium ug/L (ppb) 20 <1 103 101 64-132 2 Arsenic ug/L (ppb) 10 <1 104 101 60-150 3 Cadmium ug/L (ppb) 5 <1 101 99 83-116 2 Lead ug/L (ppb) 10 <1 105 104 79-121 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Chromium ug/L (ppb) 20 100 80-119 Arsenic ug/L (ppb) 10 95 80-111 Cadmium ug/L (ppb) 5 96 83-113 Lead ug/L (ppb) 10 105 83-115

Page 119: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

8

Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010_20141120, F&BI 411354

QUALITY ASSURANCE RESULTS

FOR THE ANALYSIS OF WATER SAMPLES FOR DISSOLVED MERCURY

USING EPA METHOD 1631E Laboratory Code: 411326-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Mercury ug/L (ppb) 0.5 <0.1 94 95 71-125 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Mercury ug/L (ppb) 0.5 92 88-113

Page 120: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

9

Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010_20141120, F&BI 411354

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene ug/L (ppb) 1 98 92 67-116 6 Acenaphthylene ug/L (ppb) 1 103 97 65-119 6 Acenaphthene ug/L (ppb) 1 99 93 66-118 6 Fluorene ug/L (ppb) 1 102 95 64-125 7 Phenanthrene ug/L (ppb) 1 100 94 67-120 6 Anthracene ug/L (ppb) 1 105 98 65-122 7 Fluoranthene ug/L (ppb) 1 104 97 65-127 7 Pyrene ug/L (ppb) 1 108 102 62-130 6 Benz(a)anthracene ug/L (ppb) 1 109 103 60-118 6 Chrysene ug/L (ppb) 1 106 103 66-125 3 Benzo(b)fluoranthene ug/L (ppb) 1 126 111 55-135 13 Benzo(k)fluoranthene ug/L (ppb) 1 111 111 62-125 0 Benzo(a)pyrene ug/L (ppb) 1 121 113 58-127 7 Indeno(1,2,3-cd)pyrene ug/L (ppb) 1 114 111 36-142 3 Dibenz(a,h)anthracene ug/L (ppb) 1 106 109 37-133 3 Benzo(g,h,i)perylene ug/L (ppb) 1 107 108 34-135 1

Page 121: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

10

Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 122: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 123: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411355 

Page 124: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

November 26, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 20, 2014 from the SOU_0987-010-01_20141120, F&BI 411355 project. There are 23 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1126R.DOC

Page 125: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 20, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141120, F&BI 411355 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411355-01 P08-04 411355-02 P08-07 411355-03 P08-15 411355-04 P09-04 411355-05 P09-06 411355-06 P09-15 411355-07 P10-04 411355-08 P10-05.5 411355-09 P10-15 411355-10 P11-04 411355-11 P11-10 411355-12 P11-13 411355-13 P12-05 411355-14 P12-10 411355-15 P12-15 411355-16 P12-20 411355-17 P13-05 411355-18 P13-08 411355-19 P13-15 411355-20 P14-05 411355-21 P14-08.5 411355-22 P14-10.5 All quality control requirements were acceptable.

Page 126: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/21/14 Date Analyzed: 11/21/14

RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES AND TPH AS GASOLINE USING METHODS 8021B AND NWTPH-Gx

Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm)

Ethyl Total Gasoline Surrogate Sample ID Benzene Toluene Benzene Xylenes Range (% Recovery) Laboratory ID (Limit 50-150) P08-15 <0.02 <0.02 <0.02 <0.06 <2 88 411355-03

Method Blank <0.02 <0.02 <0.02 <0.06 <2 87 04-2339 MB

Page 127: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/21/14 Date Analyzed: 11/21/14

RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS

DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx

Results Reported on a Dry Weight Basis Results Reported as mg/kg (ppm)

Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery) Laboratory ID (C10-C25) (C25-C36) (Limit 56-165) P08-15 <50 <250 102 411355-03 Method Blank <50 <250 98 04-2369 MB

Page 128: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Analysis For Total Metals By EPA Method 200.8 Client ID: P08-04 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-01 Date Analyzed: 11/24/14 Data File: 411355-01.063 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 101 60 125 Indium 91 60 125 Holmium 96 60 125 Concentration Analyte: mg/kg (ppm) Chromium 19.0 Arsenic 3.35 Cadmium <1 Lead 13.2 Mercury <1

Page 129: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Analysis For Total Metals By EPA Method 200.8 Client ID: P08-15 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-03 Date Analyzed: 11/24/14 Data File: 411355-03.064 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 103 60 125 Indium 93 60 125 Holmium 97 60 125 Concentration Analyte: mg/kg (ppm) Chromium 8.13 Arsenic <1 Cadmium <1 Lead 1.65 Mercury <1

Page 130: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

6

Analysis For Total Metals By EPA Method 200.8 Client ID: P09-04 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-04 Date Analyzed: 11/24/14 Data File: 411355-04.066 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 102 60 125 Indium 93 60 125 Holmium 98 60 125 Concentration Analyte: mg/kg (ppm) Chromium 12.8 Arsenic 1.71 Cadmium <1 Lead 3.76 Mercury <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: P09-06 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-05 Date Analyzed: 11/24/14 Data File: 411355-05.067 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 106 60 125 Indium 95 60 125 Holmium 101 60 125 Concentration Analyte: mg/kg (ppm) Chromium 12.5 Arsenic 1.58 Cadmium <1 Lead 3.28 Mercury <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: P10-05.5 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-08 Date Analyzed: 11/24/14 Data File: 411355-08.068 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 104 60 125 Indium 96 60 125 Holmium 101 60 125 Concentration Analyte: mg/kg (ppm) Chromium 8.49 Arsenic 1.23 Cadmium <1 Lead 2.18 Mercury <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: P11-10 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-11 Date Analyzed: 11/24/14 Data File: 411355-11.069 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 107 60 125 Indium 96 60 125 Holmium 103 60 125 Concentration Analyte: mg/kg (ppm) Chromium 14.0 Arsenic 2.03 Cadmium <1 Lead 10.7 Mercury <1

Page 134: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P12-05 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-13 Date Analyzed: 11/24/14 Data File: 411355-13.070 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 103 60 125 Indium 92 60 125 Holmium 97 60 125 Concentration Analyte: mg/kg (ppm) Chromium 11.1 Arsenic 1.75 Cadmium <1 Lead 3.71 Mercury <1

Page 135: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P13-08 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-18 Date Analyzed: 11/24/14 Data File: 411355-18.071 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 104 60 125 Indium 96 60 125 Holmium 96 60 125 Concentration Analyte: mg/kg (ppm) Chromium 16.4 Arsenic 16.7 Cadmium <1 Lead 106 Mercury <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: P13-15 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-19 Date Analyzed: 11/24/14 Data File: 411355-19.072 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 110 60 125 Indium 94 60 125 Holmium 98 60 125 Concentration Analyte: mg/kg (ppm) Chromium 23.9 Arsenic 5.22 Cadmium <1 Lead 59.0 Mercury <1

Page 137: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: P14-08.5 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-21 Date Analyzed: 11/24/14 Data File: 411355-21.057 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 101 60 125 Indium 94 60 125 Holmium 97 60 125 Concentration Analyte: mg/kg (ppm) Chromium 13.4 Arsenic 4.63 Cadmium <1 Lead 52.7 Mercury <1

Page 138: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Total Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: NA Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: I4-753 mb Date Analyzed: 11/24/14 Data File: I4-753 mb.055 Matrix: Soil Instrument: ICPMS1 Units: mg/kg (ppm) Dry Weight Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 91 60 125 Indium 92 60 125 Holmium 94 60 125 Concentration Analyte: mg/kg (ppm) Chromium <1 Arsenic <1 Cadmium <1 Lead <1 Mercury <1

Page 139: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P08-04 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-01 1/5 Date Analyzed: 11/24/14 Data File: 112420.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 79 50 150 Benzo(a)anthracene-d12 91 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.011 Anthracene <0.01 Fluoranthene 0.014 Pyrene 0.015 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene 0.010 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P08-15 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-03 1/5 Date Analyzed: 11/24/14 Data File: 112414.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 70 50 150 Benzo(a)anthracene-d12 87 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene <0.01 Anthracene <0.01 Fluoranthene <0.01 Pyrene <0.01 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: P14-08.5 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 411355-21 1/5 Date Analyzed: 11/24/14 Data File: 112421.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 78 50 150 Benzo(a)anthracene-d12 90 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene 0.012 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene 0.028 Anthracene <0.01 Fluoranthene 0.042 Pyrene 0.049 Benz(a)anthracene 0.023 Chrysene 0.028 Benzo(a)pyrene 0.024 Benzo(b)fluoranthene 0.029 Benzo(k)fluoranthene 0.010 Indeno(1,2,3-cd)pyrene 0.017 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene 0.020

Page 142: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 11/24/14 Lab ID: 04-2373 mb 1/5 Date Analyzed: 11/24/14 Data File: 112404.D Matrix: Soil Instrument: GCMS6 Units: mg/kg (ppm) Dry Weight Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 69 50 150 Benzo(a)anthracene-d12 81 35 159 Concentration Compounds: mg/kg (ppm) Naphthalene <0.01 Acenaphthylene <0.01 Acenaphthene <0.01 Fluorene <0.01 Phenanthrene <0.01 Anthracene <0.01 Fluoranthene <0.01 Pyrene <0.01 Benz(a)anthracene <0.01 Chrysene <0.01 Benzo(a)pyrene <0.01 Benzo(b)fluoranthene <0.01 Benzo(k)fluoranthene <0.01 Indeno(1,2,3-cd)pyrene <0.01 Dibenz(a,h)anthracene <0.01 Benzo(g,h,i)perylene <0.01

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Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES, AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH-Gx

Laboratory Code: 411234-02 (Duplicate) Analyte

Reporting

Units

Sample Result

(Wet Wt)

Duplicate Result

(Wet Wt)

RPD

(Limit 20) Benzene mg/kg (ppm) <0.02 <0.02 nm Toluene mg/kg (ppm) <0.02 <0.02 nm Ethylbenzene mg/kg (ppm) <0.02 <0.02 nm Xylenes mg/kg (ppm) <0.06 <0.06 nm Gasoline mg/kg (ppm) <2 <2 nm Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Benzene mg/kg (ppm) 0.5 91 69-120 Toluene mg/kg (ppm) 0.5 95 70-117 Ethylbenzene mg/kg (ppm) 0.5 94 65-123 Xylenes mg/kg (ppm) 1.5 93 66-120 Gasoline mg/kg (ppm) 20 95 71-131

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Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES

FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH-Dx

Laboratory Code: 411288-06 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

(Wet Wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Diesel Extended mg/kg (ppm) 5,000 <50 94 96 63-146 2 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Diesel Extended mg/kg (ppm) 5,000 95 79-144

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Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES

FOR TOTAL METALS USING EPA METHOD 200.8 Laboratory Code: 411355-21 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

(Wet wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Chromium mg/kg (ppm) 50 12.2 90 b 97 b 57-128 7 b Arsenic mg/kg (ppm) 10 4.21 92 b 94 b 70-118 2 b Cadmium mg/kg (ppm) 10 <1 104 108 83-116 4 Lead mg/kg (ppm) 50 48.0 97 b 108 b 59-148 11 b Mercury mg/kg (ppm 10 <1 97 99 50-150 2 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Chromium mg/kg (ppm) 50 102 78-121 Arsenic mg/kg (ppm) 10 96 83-113 Cadmium mg/kg (ppm) 10 106 54-114 Lead mg/kg (ppm) 50 107 80-120 Mercury mg/kg (ppm) 10 99 70-130

Page 146: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Date of Report: 11/26/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: 411388-01 (Matrix Spike) 1/5 Analyte

Reporting

Units

Spike Level

Sample Result

(Wet wt)

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene mg/kg (ppm) 0.17 0.034 101 98 44-129 3 Acenaphthylene mg/kg (ppm) 0.17 <0.01 86 84 52-121 2 Acenaphthene mg/kg (ppm) 0.17 <0.01 91 91 51-123 0 Fluorene mg/kg (ppm) 0.17 0.034 96 91 37-137 5 Phenanthrene mg/kg (ppm) 0.17 0.043 91 b 85 b 45-124 7 b Anthracen e mg/kg (ppm) 0.17 <0.01 88 87 32-124 1 Fluoranthene mg/kg (ppm) 0.17 <0.01 87 85 50-125 2 Pyrene mg/kg (ppm) 0.17 0.014 98 92 41-135 6 Benz(a)anthracene mg/kg (ppm) 0.17 <0.01 90 88 23-144 2 Chrysene mg/kg (ppm) 0.17 <0.01 88 86 45-122 2 Benzo(b)fluoranthene mg/kg (ppm) 0.17 <0.01 97 94 31-144 3 Benzo(k)fluoranthene mg/kg (ppm) 0.17 <0.01 106 102 45-130 4 Benzo(a)pyrene mg/kg (ppm) 0.17 <0.01 94 93 39-128 1 Indeno(1,2,3-cd)pyrene mg/kg (ppm) 0.17 <0.01 94 93 28-146 1 Dibenz(a,h)anthracene mg/kg (ppm) 0.17 <0.01 94 93 46-129 1 Benzo(g,h,i)perylene mg/kg (ppm) 0.17 <0.01 92 92 37-133 0 Laboratory Code: Laboratory Control Sample 1/5 Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Naphthalene mg/kg (ppm) 0.17 84 58-121 Acenaphthylene mg/kg (ppm) 0.17 85 54-121 Acenaphthene mg/kg (ppm) 0.17 86 54-123 Fluorene mg/kg (ppm) 0.17 88 56-127 Phenanthrene mg/kg (ppm) 0.17 87 55-122 Anthracene mg/kg (ppm) 0.17 81 50-120 Fluoranthene mg/kg (ppm) 0.17 86 54-129 Pyrene mg/kg (ppm) 0.17 91 53-127 Benz(a)anthracene mg/kg (ppm) 0.17 88 51-115 Chrysene mg/kg (ppm) 0.17 90 55-129 Benzo(b)fluoranthene mg/kg (ppm) 0.17 95 56-123 Benzo(k)fluoranthene mg/kg (ppm) 0.17 104 54-131 Benzo(a)pyrene mg/kg (ppm) 0.17 87 51-118 Indeno(1,2,3-cd)pyrene mg/kg (ppm) 0.17 96 49-148 Dibenz(a,h)anthracene mg/kg (ppm) 0.17 97 50-141 Benzo(g,h,i)perylene mg/kg (ppm) 0.17 96 52-131

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Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 148: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 149: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 150: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 151: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 154: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

December 30, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the additional results from the testing of material submitted on November 20, 2014 from the SOU_0987-010-01_20141120, F&BI 411355 project. There are 5 pages included in this report. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1230R.DOC

Page 155: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 20, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141120, F&BI 411355 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411355-01 P08-04 411355-02 P08-07 411355-03 P08-15 411355-04 P09-04 411355-05 P09-06 411355-06 P09-15 411355-07 P10-04 411355-08 P10-05.5 411355-09 P10-15 411355-10 P11-04 411355-11 P11-10 411355-12 P11-13 411355-13 P12-05 411355-14 P12-10 411355-15 P12-15 411355-16 P12-20 411355-17 P13-05 411355-18 P13-08 411355-19 P13-15 411355-20 P14-05 411355-21 P14-08.5 411355-22 P14-10.5 All quality control requirements were acceptable.

Page 156: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: P13-08 Client: SoundEarth Strategies Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 12/19/14 Lab ID: 411355-18 Date Analyzed: 12/19/14 Data File: 411355-18.023 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Holmium 99 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Lead <1 5.0

Page 157: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Analysis for TCLP Metals By EPA Method 200.8 and 40 CFR PART 261 Client ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141120, F&BI 411355 Date Extracted: 12/19/14 Lab ID: I4-812 mb Date Analyzed: 12/19/14 Data File: I4-812 mb.013 Matrix: Soil Instrument: ICPMS1 Units: mg/L (ppm) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Holmium 98 60 125 Concentration Analyte: mg/L (ppm) TCLP Limit Lead <1 5.0

Page 158: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Date of Report: 12/30/14 Date Received: 11/20/14 Project: SOU_0987-010-01_20141120, F&BI 411355

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES

FOR TCLP METALS USING EPA METHOD 200.8 AND 40 CFR PART 261

Laboratory Code: 411304-02 (Matrix Spike)

Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Lead mg/L (ppm) 1.0 <1 106 97 50-150 9 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Lead mg/L (ppm) 1.0 106 70-130

Page 159: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 160: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 161: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 162: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411415 

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FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

December 5, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 25, 2014 from the SOU_0987-010-01_20141125, F&BI 411415 project. There are 30 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1205R.DOC

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ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 25, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141125, F&BI 411415 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411415 -01 MW01_20141124 411415 -02 MW02_20141124 411415 -03 MW03_20141124 411415 -04 MW04_20141124 411415 -05 MW05_20141124 411415 -06 MW06_20141124 411415 -07 MW08_20141124 A 200.8 internal standard was out of control limits for several samples. Compounds in the sample matrix interfered with quantitation of the internal standard. The samples were diluted and reanalyzed. The dissolved MTCA metals analysis could not be performed. The samples were submitted with nitric acid preservation. The 8270D laboratory control sample and laboratory control sample duplicate failed the relative percent difference for dibenz(a,h)anthracene. The analyte was not detected therefore the data were acceptable. All other quality control requirements were acceptable.

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Date Analyzed: 11/25/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES AND TPH AS GASOLINE USING METHODS 8021B AND NWTPH-Gx

Results Reported as ug/L (ppb) Ethyl Total Gasoline Surrogate Sample ID Benzene Toluene Benzene Xylenes Range (% Recovery) Laboratory ID (Limit 52-124) MW08_20141124 <1 <1 <1 <3 <100 79 411415-07

Method Blank <1 <1 <1 <3 <100 77 04-2391 MB

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ENVIRONMENTAL CHEMISTS

3

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Date Analyzed: 11/25/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS

DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx Results Reported as ug/L (ppb)

Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery) Laboratory ID (C10-C25) (C25-C36) (Limit 47-140) MW08_20141124 <50 <250 100 411415-07 Method Blank <50 <250 101 04-2374 MB2

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW01_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-01 Date Analyzed: 12/01/14 Data File: 411415-01.024 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 80 60 125 Indium 77 60 125 Holmium 84 60 125 Concentration Analyte: ug/L (ppb) Arsenic 3.03 Cadmium <1 Chromium 1.15 Lead <1 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW02_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-02 Date Analyzed: 11/26/14 Data File: 411415-02.023 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 73 60 125 Indium 88 60 125 Holmium 99 60 125 Concentration Analyte: ug/L (ppb) Arsenic 9.78 Cadmium <1 Chromium 2.03 ca Lead 4.30 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW02_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-02 x10 Date Analyzed: 12/01/14 Data File: 411415-02 x10.029 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 105 60 125 Indium 99 60 125 Holmium 102 60 125 Concentration Analyte: ug/L (ppb) Arsenic 11.2 Cadmium <10 Chromium <10 Lead <10 Mercury <10

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW03_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-03 Date Analyzed: 11/26/14 Data File: 411415-03.024 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 62 60 125 Indium 80 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Arsenic 2.25 Cadmium <1 Chromium 1.61 ca Lead <1 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW03_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-03 x10 Date Analyzed: 12/01/14 Data File: 411415-03 x10.030 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 101 60 125 Indium 98 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Arsenic <10 Cadmium <10 Chromium <10 Lead <10 Mercury <10

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW04_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-04 Date Analyzed: 11/26/14 Data File: 411415-04.025 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 75 60 125 Indium 96 60 125 Holmium 106 60 125 Concentration Analyte: ug/L (ppb) Arsenic <1 Cadmium <1 Chromium <1 ca Lead <1 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW04_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-04 x10 Date Analyzed: 12/01/14 Data File: 411415-04 x10.031 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 103 60 125 Indium 101 60 125 Holmium 101 60 125 Concentration Analyte: ug/L (ppb) Arsenic <10 Cadmium <10 Chromium <10 Lead <10 Mercury <10

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW05_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-05 Date Analyzed: 11/26/14 Data File: 411415-05.026 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 51 vo 60 125 Indium 59 vo 60 125 Holmium 88 60 125 Concentration Analyte: ug/L (ppb) Arsenic 6.36 J Cadmium <1 J Chromium 2.15 J ca Lead <1 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW05_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-05 x10 Date Analyzed: 12/01/14 Data File: 411415-05 x10.032 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 104 60 125 Indium 99 60 125 Holmium 104 60 125 Concentration Analyte: ug/L (ppb) Arsenic <10 Cadmium <10 Chromium <10 Lead <10 Mercury <10

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW06_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-06 Date Analyzed: 11/26/14 Data File: 411415-06.027 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 48 vo 60 125 Indium 48 vo 60 125 Holmium 81 60 125 Concentration Analyte: ug/L (ppb) Arsenic 32.8 J Cadmium <1 J Chromium 2.54 J ca Lead 1.25 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW06_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-06 x10 Date Analyzed: 12/01/14 Data File: 411415-06 x10.033 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 102 60 125 Indium 99 60 125 Holmium 103 60 125 Concentration Analyte: ug/L (ppb) Arsenic 34.0 Cadmium <10 Chromium <10 Lead <10 Mercury <10

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW08_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-07 Date Analyzed: 11/26/14 Data File: 411415-07.016 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 95 60 125 Indium 92 60 125 Holmium 94 60 125 Concentration Analyte: ug/L (ppb) Arsenic 1.53 Cadmium <1 Chromium 2.00 Lead <1 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: NA Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: I4-757 mb Date Analyzed: 11/26/14 Data File: I4-757 mb.018 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 96 60 125 Indium 97 60 125 Holmium 98 60 125 Concentration Analyte: ug/L (ppb) Arsenic <1 Cadmium <1 Chromium <1 ca Lead <1 Mercury <1

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ENVIRONMENTAL CHEMISTS

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Analysis For Total Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: NA Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: I4-757 mb Date Analyzed: 12/01/14 Data File: I4-757 mb.022 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 86 60 125 Indium 86 60 125 Holmium 88 60 125 Concentration Analyte: ug/L (ppb) Arsenic <1 Cadmium <1 Chromium <1 Lead <1 Mercury <1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW01_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-01 1/2 Date Analyzed: 11/25/14 Data File: 112511.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 101 50 150 Benzo(a)anthracene-d12 116 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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ENVIRONMENTAL CHEMISTS

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW02_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-02 1/2 Date Analyzed: 11/25/14 Data File: 112512.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 103 50 150 Benzo(a)anthracene-d12 113 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW03_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-03 1/2 Date Analyzed: 11/25/14 Data File: 112513.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 105 50 150 Benzo(a)anthracene-d12 118 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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ENVIRONMENTAL CHEMISTS

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW04_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-04 1/2 Date Analyzed: 11/25/14 Data File: 112514.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 99 50 150 Benzo(a)anthracene-d12 108 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW05_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-05 1/2 Date Analyzed: 11/25/14 Data File: 112515.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 106 50 150 Benzo(a)anthracene-d12 110 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene 0.15 Fluorene 0.18 Phenanthrene 0.38 Anthracene <0.1 Fluoranthene 0.21 Pyrene 0.14 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW06_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-06 1/2 Date Analyzed: 11/25/14 Data File: 112516.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 101 50 150 Benzo(a)anthracene-d12 109 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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ENVIRONMENTAL CHEMISTS

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW08_20141124 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 411415-07 1/2 Date Analyzed: 11/25/14 Data File: 112517.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 101 50 150 Benzo(a)anthracene-d12 114 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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ENVIRONMENTAL CHEMISTS

25

Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141125, F&BI 411415 Date Extracted: 11/25/14 Lab ID: 04-2387 mb2 Date Analyzed: 11/25/14 Data File: 112510.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 106 50 150 Benzo(a)anthracene-d12 131 vo 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

26

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES, AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH-Gx

Laboratory Code: 411425-01 (Duplicate) Analyte

Reporting Units

Sample Result

Duplicate Result

RPD (Limit 20)

Benzene ug/L (ppb) <1 <1 nm Toluene ug/L (ppb) <1 <1 nm Ethylbenzene ug/L (ppb) <1 <1 nm Xylenes ug/L (ppb) <3 <3 nm Gasoline ug/L (ppb) <100 <100 nm Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Benzene ug/L (ppb) 50 93 65-118 Toluene ug/L (ppb) 50 91 72-122 Ethylbenzene ug/L (ppb) 50 93 73-126 Xylenes ug/L (ppb) 150 88 74-118 Gasoline ug/L (ppb) 1,000 94 69-134

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FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

27

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS

DIESEL EXTENDED USING METHOD NWTPH-Dx Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Diesel Extended ug/L (ppb) 2,500 98 92 63-142 6

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FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

28

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES

FOR TOTAL METALS USING EPA METHOD 200.8 Laboratory Code: 411415-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Arsenic ug/L (ppb) 10 3.03 98 b 102 b 60-150 4 b Cadmium ug/L (ppb) 5 <1 93 92 83-116 1 Chromium ug/L (ppb) 20 1.15 98 98 64-132 0 Lead ug/L (ppb) 10 <1 102 99 79-121 3 Mercury ug/L (ppb) 10 <1 95 93 50-150 2 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Arsenic ug/L (ppb) 10 100 80-111 Cadmium ug/L (ppb) 5 104 83-113 Chromium ug/L (ppb) 20 105 80-119 Lead ug/L (ppb) 10 110 83-115 Mercury ug/L (ppb) 10 104 70-130

Page 196: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

29

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411415

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene ug/L (ppb) 1 88 90 67-116 2 Acenaphthylene ug/L (ppb) 1 90 93 65-119 3 Acenaphthene ug/L (ppb) 1 88 90 66-118 2 Fluorene ug/L (ppb) 1 90 92 64-125 2 Phenanthrene ug/L (ppb) 1 90 93 67-120 3 Anthracene ug/L (ppb) 1 90 90 65-122 0 Fluoranthene ug/L (ppb) 1 90 92 65-127 2 Pyrene ug/L (ppb) 1 91 94 62-130 3 Benz(a)anthracene ug/L (ppb) 1 95 97 60-118 2 Chrysene ug/L (ppb) 1 91 93 66-125 2 Benzo(b)fluoranthene ug/L (ppb) 1 100 105 55-135 5 Benzo(k)fluoranthene ug/L (ppb) 1 104 105 62-125 1 Benzo(a)pyrene ug/L (ppb) 1 103 108 58-127 5 Indeno(1,2,3-cd)pyrene ug/L (ppb) 1 96 104 36-142 8 Dibenz(a,h)anthracene ug/L (ppb) 1 79 100 37-133 23 vo Benzo(g,h,i)perylene ug/L (ppb) 1 85 100 34-135 16

Page 197: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

30

Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or mor e of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 198: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 199: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 200: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 201: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Page 202: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

 

SoundEarth Strategies, Inc. 

Friedman & Bruya, Inc. #411435  

Page 203: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

James E. Bruya, Ph.D. 3012 16th Avenue West Yelena Aravkina, M.S. Seattle, WA 98119-2029 Michael Erdahl, B.S. (206) 285-8282 Arina Podnozova, B.S. [email protected] Eric Young, B.S. www.friedmanandbruya.com

December 5, 2014 Audrey Hackett, Project Manager SoundEarth Strategies 2811 Fairview Ave. East, Suite 2000 Seattle, WA 98102 Dear Ms. Hackett: Included are the results from the testing of material submitted on November 25, 2014 from the SOU_0987-010-01_20141125, F&BI 411435 project. There are 34 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC.

Michael Erdahl Project Manager Enclosures SOU1205R.DOC

Page 204: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

1

CASE NARRATIVE This case narrative encompasses samples received on November 25, 2014 by Friedman & Bruya, Inc. from the SoundEarth Strategies SOU_0987-010-01_20141125, F&BI 411435 project. Samples were logged in under the laboratory ID’s listed below. Laboratory ID SoundEarth Strategies 411435 -01 MW07_20141125 411435 -02 MW09_20141125 411435 -03 MW10_20141125 411435 -04 MW11_20141125 411435 -05 MW12_20141125 411435 -06 MW13_20141125 The 200.8 metals samples were filtered from glass 500 mL amber containers at Friedman and Bruya on November 26, 2014 at 8:30 AM. An 8270D internal standard failed the acceptance criteria for the method blank. The data were flagged accordingly. Several NWTPH-Gx and 8021B samples were received with headspace present in the samples. The data were flagged accordingly. All other quality control requirements were acceptable.

Page 205: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

2

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 11/26/14 Date Analyzed: 11/26/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES AND TPH AS GASOLINE USING METHODS 8021B AND NWTPH-Gx

Results Reported as ug/L (ppb) Ethyl Total Gasoline Surrogate Sample ID Benzene Toluene Benzene Xylenes Range (% Recovery) Laboratory ID (Limit 50-150) MW07_20141125 hs <1 <1 <1 <3 <100 79 411435-01

MW09_20141125 hs <1 <1 <1 <3 <100 80 411435-02

MW10_20141125 <1 <1 <1 <3 <100 79 411435-03

MW11_20141125 cf <1 <1 <1 <3 <100 81 411435-04

MW12_20141125 hs <1 <1 <1 <3 <100 80 411435-05

MW13_20141125 <1 <1 <1 <3 <100 79 411435-06

Method Blank <1 <1 <1 <3 <100 77 04-2391 MB

Page 206: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

3

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Date Analyzed: 12/01/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS

DIESEL AND MOTOR OIL USING METHOD NWTPH-Dx Results Reported as ug/L (ppb)

Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery) Laboratory ID (C10-C25) (C25-C36) (Limit 41-152) MW07_20141125 520 x <300 86 411435-01 1/1.2 MW09_20141125 <60 <300 92 411435-02 1/1.2 MW10_20141125 <60 <300 91 411435-03 1/1.2 MW11_20141125 380 x 400 x 67 411435-04 MW12_20141125 310 x 320 x 81 411435-05 1/1.2 MW13_20141125 370 x 290 x 88 411435-06 Method Blank <50 <250 92 04-2404 MB

Page 207: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

4

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: MW07_20141125 f pc Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: 411435-01 Date Analyzed: 12/04/14 Data File: 411435-01.023 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 87 60 125 Indium 86 60 125 Holmium 92 60 125 Concentration Analyte: ug/L (ppb) Chromium 1.06 Arsenic 4.69 Cadmium <1 Lead <1

Page 208: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

5

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: MW09_20141125 f pc Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: 411435-02 Date Analyzed: 12/04/14 Data File: 411435-02.024 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 95 60 125 Indium 93 60 125 Holmium 101 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic 1.39 Cadmium <1 Lead <1

Page 209: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

6

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: MW10_20141125 f pc Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: 411435-03 Date Analyzed: 12/04/14 Data File: 411435-03.025 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 94 60 125 Indium 93 60 125 Holmium 101 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic 1.09 Cadmium <1 Lead <1

Page 210: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

7

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: MW11_20141125 f pc Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: 411435-04 x5 Date Analyzed: 12/04/14 Data File: 411435-04 x5.026 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 96 60 125 Indium 93 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Chromium 16.3 Arsenic 21.0 Cadmium <5 Lead 12.9

Page 211: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

8

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: MW12_20141125 f pc Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: 411435-05 Date Analyzed: 12/04/14 Data File: 411435-05.027 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 94 60 125 Indium 92 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic 5.12 Cadmium <1 Lead <1

Page 212: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

9

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: MW13_20141125 f pc Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: 411435-06 Date Analyzed: 12/04/14 Data File: 411435-06.028 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 86 60 125 Indium 87 60 125 Holmium 92 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic 29.7 Cadmium <1 Lead <1

Page 213: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

10

Analysis For Dissolved Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: NA Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Lab ID: I4-775 mb Date Analyzed: 12/04/14 Data File: I4-775 mb.020 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 107 60 125 Indium 104 60 125 Holmium 107 60 125 Concentration Analyte: ug/L (ppb) Chromium <1 Arsenic <1 Cadmium <1 Lead <1

Page 214: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

FRIEDMAN & BRUYA, INC. _________________________________________________

ENVIRONMENTAL CHEMISTS

11

Analysis For Total Metals By EPA Method 200.8 Client ID: MW07_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: 411435-01 Date Analyzed: 12/01/14 14:17:24 Data File: 411435-01.053 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 96 60 125 Indium 90 60 125 Holmium 97 60 125 Concentration Analyte: ug/L (ppb) Arsenic 4.11 Cadmium <1 Chromium 1.23 Lead <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW09_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: 411435-02 Date Analyzed: 12/01/14 14:21:08 Data File: 411435-02.054 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 102 60 125 Indium 96 60 125 Holmium 102 60 125 Concentration Analyte: ug/L (ppb) Arsenic 1.45 Cadmium <1 Chromium <1 Lead <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW10_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: 411435-03 Date Analyzed: 12/01/14 14:24:50 Data File: 411435-03.055 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 95 60 125 Holmium 101 60 125 Concentration Analyte: ug/L (ppb) Arsenic 1.30 Cadmium <1 Chromium <1 Lead <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW11_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: 411435-04 Date Analyzed: 12/01/14 14:44:03 Data File: 411435-04.060 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 119 60 125 Indium 94 60 125 Holmium 101 60 125 Concentration Analyte: ug/L (ppb) Arsenic 20.3 Cadmium 1.27 Chromium 33.3 Lead 71.6

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Analysis For Total Metals By EPA Method 200.8 Client ID: MW12_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: 411435-05 Date Analyzed: 12/01/14 14:32:15 Data File: 411435-05.057 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 100 60 125 Indium 97 60 125 Holmium 100 60 125 Concentration Analyte: ug/L (ppb) Arsenic 4.98 Cadmium <1 Chromium <1 Lead <1

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16

Analysis For Total Metals By EPA Method 200.8 Client ID: MW13_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: 411435-06 Date Analyzed: 12/01/14 14:35:58 Data File: 411435-06.058 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 98 60 125 Indium 93 60 125 Holmium 99 60 125 Concentration Analyte: ug/L (ppb) Arsenic 32.7 Cadmium <1 Chromium 1.94 Lead <1

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Analysis For Total Metals By EPA Method 200.8 Client ID: Method Blank Client: SoundEarth Strategies Date Received: NA Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/01/14 Lab ID: I4-765 mb Date Analyzed: 12/01/14 13:06:19 Data File: I4-765 mb.035 Matrix: Water Instrument: ICPMS1 Units: ug/L (ppb) Operator: AP Lower Upper Internal Standard: % Recovery: Limit: Limit: Germanium 103 60 125 Indium 102 60 125 Holmium 104 60 125 Concentration Analyte: ug/L (ppb) Arsenic <1 Cadmium <1 Chromium <1 Lead <1

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Date Analyzed: 12/05/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR DISSOLVED MERCURY USING EPA METHOD 1631E Results Reported as ug/L (ppb)

Sample ID Dissolved Mercury Laboratory ID MW07_20141125 f <0.1 411435-01

MW09_20141125 f <0.1 411435-02

MW10_20141125 f <0.1 411435-03

MW11_20141125 f <0.1 411435-04

MW12_20141125 f <0.1 411435-05

MW13_20141125 f <0.1 411435-06 Method Blank <0.1

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435 Date Extracted: 12/04/14 Date Analyzed: 12/05/14

RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR TOTAL MERCURY

USING EPA METHOD 1631E Results Reported as ug/L (ppb)

Sample ID Total Mercury Laboratory ID MW07_20141125 <0.1 411435-01

MW09_20141125 <0.1 411435-02

MW10_20141125 <0.1 411435-03

MW11_20141125 0.51 411435-04

MW12_20141125 <0.1 411435-05

MW13_20141125 <0.1 411435-06 Method Blank <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW07_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 411435-01 1/2 Date Analyzed: 12/02/14 Data File: 120217.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 86 50 150 Benzo(a)anthracene-d12 87 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW09_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 411435-02 1/2 Date Analyzed: 12/02/14 Data File: 120218.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 90 50 150 Benzo(a)anthracene-d12 90 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW10_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 411435-03 1/2 Date Analyzed: 12/02/14 Data File: 120219.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 90 50 150 Benzo(a)anthracene-d12 87 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW11_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 411435-04 1/2 Date Analyzed: 12/02/14 Data File: 120220.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 86 50 150 Benzo(a)anthracene-d12 93 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW12_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 411435-05 1/2 Date Analyzed: 12/02/14 Data File: 120221.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 88 50 150 Benzo(a)anthracene-d12 92 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: MW13_20141125 Client: SoundEarth Strategies Date Received: 11/25/14 Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 411435-06 1/2 Date Analyzed: 12/02/14 Data File: 120222.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 90 50 150 Benzo(a)anthracene-d12 94 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.1 Acenaphthylene <0.1 Acenaphthene <0.1 Fluorene <0.1 Phenanthrene <0.1 Anthracene <0.1 Fluoranthene <0.1 Pyrene <0.1 Benz(a)anthracene <0.1 Chrysene <0.1 Benzo(a)pyrene <0.1 Benzo(b)fluoranthene <0.1 Benzo(k)fluoranthene <0.1 Indeno(1,2,3-cd)pyrene <0.1 Dibenz(a,h)anthracene <0.1 Benzo(g,h,i)perylene <0.1

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Analysis For Semivolatile Compounds By EPA Method 8270D SIM Client Sample ID: Method Blank Client: SoundEarth Strategies Date Received: Not Applicable Project: SOU_0987-010-01_20141125 Date Extracted: 12/01/14 Lab ID: 04-2406 mb Date Analyzed: 12/02/14 Data File: 120215.D Matrix: Water Instrument: GCMS6 Units: ug/L (ppb) Operator: ya Lower Upper Surrogates: % Recovery: Limit: Limit: Anthracene-d10 90 50 150 Benzo(a)anthracene-d12 91 50 129 Concentration Compounds: ug/L (ppb) Naphthalene <0.05 Acenaphthylene <0.05 Acenaphthene <0.05 Fluorene <0.05 Phenanthrene <0.05 Anthracene <0.05 Fluoranthene <0.05 Pyrene <0.05 Benz(a)anthracene <0.05 Chrysene <0.05 Benzo(a)pyrene <0.05 J Benzo(b)fluoranthene <0.05 J Benzo(k)fluoranthene <0.05 J Indeno(1,2,3-cd)pyrene <0.05 J Dibenz(a,h)anthracene <0.05 J Benzo(g,h,i)perylene <0.05 J

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27

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE,

XYLENES, AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH-Gx

Laboratory Code: 411425-01 (Duplicate) Analyte

Reporting Units

Sample Result

Duplicate Result

RPD (Limit 20)

Benzene ug/L (ppb) <1 <1 nm Toluene ug/L (ppb) <1 <1 nm Ethylbenzene ug/L (ppb) <1 <1 nm Xylenes ug/L (ppb) <3 <3 nm Gasoline ug/L (ppb) <100 <100 nm Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Benzene ug/L (ppb) 50 93 65-118 Toluene ug/L (ppb) 50 91 72-122 Ethylbenzene ug/L (ppb) 50 93 73-126 Xylenes ug/L (ppb) 150 88 74-118 Gasoline ug/L (ppb) 1,000 94 69-134

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS

DIESEL EXTENDED USING METHOD NWTPH-Dx Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Diesel Extended ug/L (ppb) 2,500 97 106 63-142 9

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES

FOR DISSOLVED METALS USING EPA METHOD 200.8 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Chromium ug/L (ppb) 20 102 104 80-119 2 Arsenic ug/L (ppb) 10 100 100 80-111 0 Cadmium ug/L (ppb) 5 103 103 83-113 0 Lead ug/L (ppb) 10 105 105 83-115 0

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES

FOR TOTAL METALS USING EPA METHOD 200.8 Laboratory Code: 411452-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Arsenic ug/L (ppb) 10 <1 100 102 60-150 2 Cadmium ug/L (ppb) 5 <1 101 100 83-116 1 Chromium ug/L (ppb) 20 <1 102 104 64-132 2 Lead ug/L (ppb) 10 <1 101 104 79-121 3 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Arsenic ug/L (ppb) 10 91 80-111 Cadmium ug/L (ppb) 5 96 83-113 Chromium ug/L (ppb) 20 98 80-119 Lead ug/L (ppb) 10 94 83-115

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31

Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR

TOTAL MERCURY USING EPA METHOD 1631E

Laboratory Code: 411435-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Mercury ug/L (ppb) 0.5 <0.1 100 108 71-125 8 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Mercury ug/L (ppb) 0.5 104 88-113

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR

DISSOLVED MERCURY USING EPA METHOD 1631E

Laboratory Code: 411435-01 (Matrix Spike) Analyte

Reporting

Units

Spike Level

Sample Result

Percent Recovery

MS

Percent Recovery

MSD

Acceptance

Criteria

RPD

(Limit 20) Mercury ug/L (ppb) 0.5 <0.1 92 91 71-125 1 Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Acceptance

Criteria Mercury ug/L (ppb) 0.5 97 88-113

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ENVIRONMENTAL CHEMISTS

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Date of Report: 12/05/14 Date Received: 11/25/14 Project: SOU_0987-010-01_20141125, F&BI 411435

QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR PNA’S BY EPA METHOD 8270D SIM

Laboratory Code: Laboratory Control Sample Analyte

Reporting

Units

Spike Level

Percent Recovery

LCS

Percent Recovery

LCSD

Acceptance

Criteria

RPD

(Limit 20) Naphthalene ug/L (ppb) 1 90 91 67-116 1 Acenaphthylene ug/L (ppb) 1 91 93 65-119 2 Acenaphthene ug/L (ppb) 1 90 92 66-118 2 Fluorene ug/L (ppb) 1 94 95 64-125 1 Phenanthrene ug/L (ppb) 1 88 90 67-120 2 Anthracene ug/L (ppb) 1 93 93 65-122 0 Fluoranthene ug/L (ppb) 1 93 94 65-127 1 Pyrene ug/L (ppb) 1 92 95 62-130 3 Benz(a)anthracene ug/L (ppb) 1 97 99 60-118 2 Chrysene ug/L (ppb) 1 95 96 66-125 1 Benzo(b)fluoranthene ug/L (ppb) 1 91 89 55-135 2 Benzo(k)fluoranthene ug/L (ppb) 1 89 99 62-125 11 Benzo(a)pyrene ug/L (ppb) 1 89 91 58-127 2 Indeno(1,2,3-cd)pyrene ug/L (ppb) 1 83 83 36-142 0 Dibenz(a,h)anthracene ug/L (ppb) 1 73 76 37-133 4 Benzo(g,h,i)perylene ug/L (ppb) 1 79 82 34-135 4

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Data Qualifiers & Definitions a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not provide reliable information on the variability of the analysis.

b - The analyte was spiked at a level that was less than five times that present in the sample. Matrix spike recoveries may not be meaningful.

ca - The calibration results for the analyte were outside of acceptance criteria. The value reported is an estimate.

c - The presence of the analyte may be due to carryover from previous sample injections.

cf - The sample was centrifuged prior to analysis.

d - The sample was diluted. Detection limits were raised and surrogate recoveries may not be meaningful.

dv - Insufficient sample volume was available to achieve normal reporting limits.

f - The sample was laboratory filtered prior to analysis.

fb - The analyte was detected in the method blank.

fc - The compound is a common laboratory and field contaminant.

hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control limits. Variability is attributed to sample inhomogeneity.

hs - Headspace was present in the container used for analysis.

ht – The analysis was performed outside the method or client-specified holding time requirement.

ip - Recovery fell outside of control limits. Compounds in the sample matrix interfered with the quantitation of the analyte.

j - The analyte concentration is reported below the lowest calibration standard. The value reported is an estimate.

J - The internal standard associated with the analyte is out of control limits. The reported concentration is an estimate.

jl - The laboratory control sample(s) percent recovery and/or RPD were out of control limits. The reported concentration should be considered an estimate.

js - The surrogate associated with the analyte is out of control limits. The reported concentration should be considered an estimate.

lc - The presence of the analyte is likely due to laboratory contamination.

L - The reported concentration was generated from a library search.

nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable.

pc - The sample was received with incorrect preservation or in a container not approved by the method. The value reported should be considered an estimate.

ve - The analyte response exceeded the valid instrument calibration range. The value reported is an estimate.

vo - The value reported fell outside the control limits established for this analyte.

x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.

Page 238: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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0 1 D e c L 402 Dec L4

0 3 : 5 51 0 : 1 5

PMAM

Page NumberVial NumberIn ject ion NumberSequence LineInstrument MethodAnalys is Method

1I

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DX. MTHDX. MTH

Page 239: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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c : \HpcHEM\ 1 \DATA\ rZ - 0 I - 14 \ 02 sFO701 . DmwdlGC14Lr435-02

0 1 D e c 1 402 Dec 1-4

Inst rument Method: DX.MTHAnalys is Method : DX.MTH

Page NumberVial NumberIn ject ion NumberSequence Line

12 5I

70 4 2 0 71 0 : 1 5

PMAM

Page 240: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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c : \HpcHEM\ 1 \DATA\ rZ - 0 r - r -4 \ OZ eFO701 . DmwdlGC14L1 ,435 -03

0 1 D e c02 Dec

0 4 : 1 91 0 : 1 5

Page NumberVial NumberIn ject ion NumberSequence L ineInst rumenL Method: DX.MTHAnalys is Method : DX.MTH

1z o

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Page 241: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Data F i le NameOperatorInstrumentSample NameRun Time Bar CodeAcquj-red onReport Created on

mwdl-GC14 L r 4 3 5 - 0 4

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Page NumberVial NumberIn ject ion NumberSequence LineInstrument MethodAnalys is Method

c : \HPCHEM\ 1 \DATA\12 - 0 I - 14 \ 02 7F0801 . D

PMAM

12 71

DX. MTHDX. MTH

Page 242: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Data F i le NameOperatorInstrumentSamp1e NameRun Time Bar CodeAcquired onRepor t Created on

c : \HPCHEM\ 1 \DATA\ rZ - 0 1 - 14 \ OZ AF O701 . Dmwdl\ J L I

4 r r 4 3 5 - 0 5

0 1 D e c L 402 Dec L4

0 4 2 4 31 0 : 1 5

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Page NumberVial NumberIn ject ion NumberSequence LineInst rument MethodAnalys is Method

12 B1

DX. MTHDX. MTH

Page 243: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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Data F i le Name :Operator :Instrument :Sample Name :Run Time Bar Code:Acquired on :Repor t Created on:

c : \HpcHeM\1\DATA\12 - 01 - t -4 \oz gFor0r . Dmwdlt 1 i 1\J\- J-

4 r L 4 3 5 - 0 5

Page NumberVial NumberIn ject ion NumberSequence Lj-neInst rument Method: DX.MTHAnalys is Method : DX.MTH

l_2 9I7

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0 10 2

DecDec

0 4 : 5 5l 0 : 1 5

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Page 244: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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c : \HPCHEM\1 \DATA\ 12 - 01 - 14 \01 9F0s0 l - . DmwdlGC104-2404 mb

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Ll 9I5

0 1 D e c02 Dec

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Page 245: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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c : \HpcueM\1 \DATA\ rz - 0 I - 14 \ o o rpoz 0r - . DmwdlGC15 0 0 D x 4 3 - 1 9 9 8

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I31z

0 10 2

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0 B : 5 71 O : 1 4

Page 246: January 7, 2015 - Seattle · Project Number: 0987‐010 ... P03, P05, P06, P13, and P14 at depths between 5 and 9.5 feet bgs. The chalky material resembles cement kiln dust (CKD)

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