Post on 15-Apr-2022
Blaser Die Casting Remedial Investigation AUGUST 2, 2012
APPENDIX A SCREENING LEVEL CALCULATIONS AND SOIL DATA
Table A1. Unsaturated SoilEquation 747-1 Calculations, Soil to Groundwater Pathway Blaser Die Casting
Soil Leaching to Groundwater Protective of Surface Water Screening Level
ConstituentConversion
FactorDilution
Factor
Soil organic carbon-water partitioning
coefficient
fraction organic carbon1
water filled
porosityair filled porosity
Henry's Law
ConstantBulk
Density2Groundwater
Screening LevelUCF DF Koc foc Ow Oa Hcc ρ h Cw
1 mg/ 1000 ug unitless ml/g (L/kg) unitless unitless unitless unitless kg/L ug/L mg/kg ug/kg
tetrachloroethylene 0.001 20 265.00 0.002 0.30 0.13 0.75 1.32 0.17 0.0028 2.8trichloroethylene 0.001 20 94.00 0.002 0.30 0.13 0.42 1.32 2.82 0.0258 25.8dichloroethylene;1,1- 0.001 20 65.00 0.002 0.30 0.13 1.07 1.32 25 0.2313 231dichloroethylene;1,2-,cis 0.001 20 35.50 0.002 0.30 0.13 0.17 1.32 350 2.2030 2203dichloroethylene;1,2-,trans 0.001 20 38.00 0.002 0.30 0.13 0.39 1.32 3498 23.8696 23870vinyl chloride 0.001 20 18.60 0.002 0.30 0.13 1.11 1.32 1.60 0.0120 12.0dioxane;1,4- 0.001 20 NR 0.002 0.30 0.13 NR 1.32 69 NA NAiron 0.001 20 NR 0.002 0.30 0.13 0E+00 1.32 1000 NA NAmanganese 0.001 20 NR 0.002 0.30 0.13 0E+00 1.32 1 NA NANR = Not ResearchedDF = 20 for unsaturated soil
1 Site-specific foc value is mean of West of 4th values (see Appendix A. Table A10), default value is 0.001
2 Bulk Density value from PSC (Geomatrix, 2006), default value is 1.5
Soil Screening LevelCs
Table A2 Residential, CarcinogenicEquation 750-2 Calculations, Groundwater to Indoor Air Inhalation Pathway Blaser Die Casting
Constituent RiskBreathing
RateExposure
FrequencyExposure Duration
AverageBody
WeightAveraging
TimeAbsorption
FractionInhalation
Slope Factor Source
Calculated Indoor Air Screeing
Level GIVF
Groundwater Screening
Level(BR) (EF) (ED) (ABW) (AT) (ABSi) (CPFi)
unitless m3/day day/yr years kg days unitless (mg/kg-day)-1 ug/m3 (ug/L / ug/m3) ug/ltetrachloroethene 0.000001 20 365 30 70 27375 1 2.1E-02 WA State Department of Ecology,10/20/08 Memo 0.42 8.3E-02 5.01trichloroethene 0.000001 20 365 30 70 27375 1 1.7E-02 WA State Department of Ecology,10/20/08 Memo 0.52 5.4E-02 9.63dichloroethylene;1,1- 0.000001 20 365 30 70 27375 1 No SF No SF No SFdichloroethylene;1,2-,cis 0.000001 20 365 30 70 27375 1 No SF No SF No SFdichloroethylene;1,2-,trans 0.000001 20 365 30 70 27375 1 No SF No SF No SFvinyl chloride 0.000001 20 365 30 70 27375 1 3.10E-02 WA State Department of Ecology,4/13/2010 update 0.28 2.2E-01 1.27No SF = No Slope Factor Indoor Air Screening Level = (Risk*ABW*AT*1000)/(CPFi*BR*ABSi*ED*EF)
GIVF = Groundwater to Indoor Air Volatilization Factor Groundwater Screening Level = Indoor Air Screening Level * GIVF
Table A3. Commercial, CarcinogenicEquation 750-2 Calculations, Groundwater to Indoor Air Inhalation Pathway Blaser Die Casting
Constituent RiskBreathing
RateExposure
FrequencyExposure Duration
Average Body
WeightAveraging
TimeAbsorption
FractionInhalation
Slope Factor Source
Calculated Indoor Air Screeing
Level GIVF
Groundwater Screening
Level(BR) (EF) (ED) (ABW) (AT) (ABSi) (CPFi)
unitless m3/day day/yr years kg days unitless (mg/kg-day)-1 ug/m3 (ug/L / ug/m3) ug/ltetrachloroethene 0.000001 15 250 25 70 27375 1 2.10E-02 WA State Department of Ecology,10/20/08 Memo 0.97 8.3E-02 11.7trichloroethene 0.000001 15 250 25 70 27375 1 8.90E-02 WA State Department of Ecology,10/20/08 Memo 0.23 5.4E-02 4.2dichloroethylene;1,1- 0.000001 15 250 25 70 27375 1 No SF No SF none No SFdichloroethylene;1,2-,cis 0.000001 15 250 25 70 27375 1 No SF No SF none No SFdichloroethylene;1,2-,trans 0.000001 15 250 25 70 27375 1 No SF No SF none No SFvinyl chloride 0.000001 15 250 25 70 27375 1 3.10E-02 WA State Department of Ecology,4/13/2010 update 0.66 2.2E-01 3.0No SF = No Slope Factor Indoor Air Screening Level = (Risk*ABW*AT*1000)/(CPFi*BR*ABSi*ED*EF)
GIVF = Groundwater to Indoor Air Volatilization Factor Groundwater Screening Level = Indoor Air Screening Level * GIVF
Table A4. Residential, Non-CarcinogenicEquation 750-1 Calculations, Groundwater to Indoor Air Inhalation Pathway Blaser Die Casting
Constituent RiskBreathing
RateExposure
FrequencyExposure Duration
Average Body
WeightAveraging
TimeAbsorption
Fraction
Inhalation Reference
Dose Source
Calculated Indoor Air Screeing
Level GIVF
Groundwater Screening
Level(BR) (EF) (ED) (ABW) (AT) (ABSi) (RfDi)
unitless m3/day day/yr years kg days unitless mg/kg-day ug/m3 (ug/L) / (ug/m3) ug/ltetrachloroethene 0.1 10 365 6 16 2190 1 1.70E-01 NCEA 27.2 8.3E-02 327trichloroethene 0.1 10 365 6 16 2190 1 1.00E-02 WA State Department of Ecology,10/20/08 Memo 1.60 5.4E-02 30dichloroethylene;1,1- 0.1 10 365 6 16 2190 1 5.71E-02 WA State Department of Ecology 9.14 1.7E-01 53dichloroethylene;1,2-,cis 0.1 10 365 6 16 2190 1 1.00E-02 NTV - IPIMAL Surrogate Toxicity Value 1.60 2.2E-02 73dichloroethylene;1,2-,trans 0.1 10 365 6 16 2190 1 1.71E-02 WA State Department of Ecology 2.74 4.9E-02 56vinyl chloride 0.1 10 365 6 16 2190 1 2.86E-02 WA State Department of Ecology 4.57 2.2E-01 21No SF = No Slope Factor Indoor Air Screening Level = (Risk*RfDi*ABW*AT*1000)/(BR*ABSi*ED*EF)
GIVF = Groundwater to Indoor Air Volatilization Factor Groundwater Screening Level = Indoor Air Screening Level * GIVF
Table A5. Commercial, Non-CarcinogenicEquation 750-1 Calculations, Groundwater to Indoor Air Inhalation Pathway Blaser Die Casting
Constituent RiskBreathing
RateExposure
FrequencyExposure Duration
Average Body
WeightAveraging
TimeAbsorption
Fraction
Inhalation Reference
Dose Source
Calculated Indoor Air Screeing
Level GIVF
Groundwater Screening
Level(BR) (EF) (ED) (ABW) (AT) (ABSi) (RfDi)
unitless m3/day day/yr years kg days unitless mg/kg-day ug/m3 (ug/L) / (ug/m3) ug/ltetrachloroethene 0.1 15 250 25 70 9125 1 1.70E-01 NCEA 115.8 8.3E-02 1392trichloroethene 0.1 15 250 25 70 9125 1 1.00E-02 WA State Department of Ecology,10/20/08 Memo 6.8 5.4E-02 126dichloroethylene;1,1- 0.1 15 250 25 70 9125 1 5.71E-02 WA State Department of Ecology 38.9 1.7E-01 227dichloroethylene;1,2-,cis 0.1 15 250 25 70 9125 1 1.00E-02 NTV - IPIMAL Surrogate Toxicity Value 6.8 2.2E-02 310dichloroethylene;1,2-,trans 0.1 15 250 25 70 9125 1 1.71E-02 WA State Department of Ecology 11.7 4.9E-02 238vinyl chloride 0.1 15 250 25 70 9125 1 2.86E-02 WA State Department of Ecology 19.5 2.2E-01 88No SF = No Slope Factor Indoor Air Screening Level = (Risk*RfDi*ABW*AT*1000)/(BR*ABSi*ED*EF)
GIVF = Groundwater to Indoor Air Volatilization Factor Groundwater Screening Level = Indoor Air Screening Level * GIVF
Table A6. Carcinogenic, API Fisher Surface WaterEquation 730-2 Calculations, Surface Water Pathway Blaser Die Casting
Constituent Risk
Average Body
Weight1Averaging
Time
Oral Cancer Potency
FactorBioconcentration
Factor
Fish Consuption
Rate1Fish Diet
Fraction1Exposure Duration
Surface Water Screening
Level(ABW) (AT) (CPFo) (BCF) (FCR) (FDF) (ED) (SWsl)
unitless kg years kg-day/mg L/kg g/day unitless years ug/Ltetrachloroethene 0.000001 63 75 0.54 31.02 57 1 30 0.17trichloroethene 0.000001 63 75 0.0893 11.04 57 1 30 2.82dichloroethylene;1,1- 0.000001 63 75 R-ND 5.6 57 1 30 No SFdichloroethylene;1,2-,cis 0.000001 63 75 R-ND 1.58 57 1 30 No SFdichloroethylene;1,2-,trans 0.000001 63 75 R-ND 1.58 57 1 30 No SFvinyl chloride 0.000001 63 75 1.55 1.17 57 1 30 1.57dioxane, 1,4- 0.000001 63 75 0.106 0.47 57 1 30 69.1No SF = No Slope Factor or Oral Cancer Potency Factor (CPFo) SWsl = (Risk*ABW*AT*1000*1000)/(CPFo*BCF*FCR*FDF*ED)
NR = Not Researched
R-ND = Researched, No Data
1 Values modified for Asian Pacific Islander (API) Average Body Weight, Fish Consumption Rate, and Fish Diet Fraction per Department of Ecology Science Advisory Board Memorandum, September, 2006.2 Value changed from 30.6 to 31.0 as of 6/22/2005.3 Value changed to 0.089 as of 11/3/2008.4 Value changed from 10.6 to 11.0 as of 6/22/2005.5 EPA IRIS value of 1.4 superceded per Ecology update as of 4/13/2011 by a value of 1.5. 6 Ecology value changed from 0.01 to 0.1 as of 4/13/2011, consistent with the EPA IRIS value change from 0.011 to 0.1.7 PSC (Geomatrix, 2006 and PSC, 2009) used a value of 3.2 from the ORNL RAIS database (with a CPFo of 0.011 as was in EPA IRIS at the time) to calculate a cleanup level of 78.5. The ORNL RAIS BCF was updated from 3.2 to 0.5, while EPA IRIS includes a BCF of 0.4, which is used.
Table A7. Non-Carcinogenic, API Fisher Surface WaterEquation 730-1 Calculations, Surface Water Pathway Blaser Die Casting
Constituent
Oral Reference
DoseHazard
Quotient0
Average Body
Weight1Averaging
TimeBioconcentration
Factor
Fish Consuption
Rate1Fish Diet
Fraction1Exposure Duration
Surface Water Screening
Level
(RfDo) (HQ) (ABW) (AT) (BCF) (FCR) (FDF) (ED)unitless unitless kg years L/kg g/day unitless years ug/L
tetrachloroethene 0.01 0.1 63 75 31.02 57 1 30 89.1trichloroethene 0.0003 0.1 63 75 11.03 57 1 30 7.5dichloroethylene;1,1- 0.054 0.1 63 75 5.6 57 1 30 2467dichloroethylene;1,2-,cis 0.0025 0.1 63 75 1.586 57 1 30 350dichloroethylene;1,2-,trans 0.02 0.1 63 75 1.58 57 1 30 3500vinyl chloride 0.00 0.1 63 75 1.17 57 1 30 709dioxane, 1,4- 0.037 0.1 63 75 0.48 57 1 30 207240 Value per PSC Remedial Investigation (Geomatrix, 2006) and Draft Cleanup Action (PSC, 2009) SWsl = (RfDo*HQ*ABW*AT*1000*1000)/(BCF*FCR*FDF*ED)1 Values modified for Asian Pacific Islander (API) Average Body Weight, Fish Consumption Rate, and Fish Diet Fraction per Department of Ecology Science Advisory Board Memorandum, September, 2006.2 Value changed from 30.6 to 31.0 as of 6/22/2005.3 Value changed from 10.6 to 11.0 as of 6/22/2005.4 Value changed from 0.009 to 0.5 as of 6/22/2005.5 Value changed from 0.1 to 0.002 as of 4/13/2011.6 BCFfor cis-1,2-DCE isomer is not included in the Ecology database, but a value of 1.58 is included for the trans-1,2-DCE isomer. The BCF=1.58 is applied to cis-1,2-DCE, accordingly.7 Ecology value changed as of 4/13/2011, consistent with the EPA IRIS value.
8 PSC (Geomatrix, 2006 and PSC, 2009) used a value of 3.2 from the ORNL RAIS database (with a CPFo of 0.011 as was in EPA IRIS at the time) to calculate a cleanup level of 78.5. The ORNL RAIS BCF was updated from 3.2 to 0.5, while EPA IRIS includes a BCF of 0.4, which is used.
Table A8a. Unsaturated Soil Preliminary Remediation LevelsEquation 747-1 Calculations, Soil to Groundwater Pathway Blaser Die Casting
Calculation using Groundwater Remediation Levels
ConstituentConversion
FactorDilution
Factor
Soil organic carbon-water partitioning
coefficient
fraction organic carbon1
water filled
porosity
Henry's Law
ConstantBulk
Density2Groundwater
Remediation Level
UCF DF Koc foc Ow Hcc ρ h Cw1 mg/ 1000 ug unitless ml/g (L/kg) unitless unitless unitless kg/L ug/L mg/kg ug/kg
tetrachloroethylene 0.001 20 265.00 0.002 0.43 0.75 1.32trichloroethylene 0.001 20 94.00 0.002 0.43 0.42 1.32 1000.00 6.5094 6509.4dichloroethylene;1,1- 0.001 20 65.00 0.002 0.43 1.07 1.32dichloroethylene;1,2-,cis 0.001 20 35.50 0.002 0.43 0.17 1.32 1000.00 2.5080 2508dichloroethylene;1,2-,trans 0.001 20 38.00 0.002 0.43 0.39 1.32vinyl chloride 0.001 20 18.60 0.002 0.43 1.11 1.32 253.00 2.0179 2017.9dioxane;1,4- 0.001 20 NR 0.002 0.43 NR 1.32iron 0.001 20 NR 0.002 0.43 0E+00 1.32manganese 0.001 20 NR 0.002 0.43 0E+00 1.32
Table A8b. Unsaturated Soil Preliminary Remediation LevelsEquation 747-1 Calculations, Soil to Groundwater Pathway Blaser Die Casting
Calculation using Blaser Water Table Interval source area concentrations protective of surface water (Appendix B Table B3).
Conversion Dilution Soil organic carbon-
water partitioning fraction organic
water filled
Henry's Law Bulk
Groundwater Source Area
Concentration Protective of
Soil Remediation
Level
Cs
Soil Remediation
Constituent Factor Factorg
coefficient carbon1 porosity Constant Density2 Surface WaterUCF DF Koc foc Ow Hcc ρ h Cw
1 mg/ 1000 ug unitless ml/g (L/kg) unitless unitless unitless kg/L ug/L mg/kg ug/kg
tetrachloroethylene 0.001 20 265.00 0.002 0.43 0.75 1.32trichloroethylene 0.001 20 94.00 0.002 0.43 0.42 1.32 2525.00 16.4362 16436.2dichloroethylene;1,1- 0.001 20 65.00 0.002 0.43 1.07 1.32dichloroethylene;1,2-,cis 0.001 20 35.50 0.002 0.43 0.17 1.32 1389.00 3.4837 3484dichloroethylene;1,2-,trans 0.001 20 38.00 0.002 0.43 0.39 1.32vinyl chloride 0.001 20 18.60 0.002 0.43 1.11 1.32 253.00 2.0179 2017.9dioxane;1,4- 0.001 20 NR 0.002 0.43 NR 1.32iron 0.001 20 NR 0.002 0.43 0E+00 1.32manganese 0.001 20 NR 0.002 0.43 0E+00 1.32NR = Not ResearchedDF = 20 for unsaturated soil
1 Site-specific foc value is mean of West of 4th values (see Appendix X. Table X), default value is 0.001
2 Bulk Density value from PSC (Geomatrix, 2006), default value is 1.5
LevelCs
Table A9. Before Source Removal Soil Detections*Blaser Die Casting
Sample ID Date
1,1,1-Trichloro
ethane (TCA)
1,1,2-Trichloro
ethane
2-Butanone
(MEK) AcetoneCarbon
DisulfideChloro
formChloro
methane Benzene TolueneEthyl
benzeneo-
Xylene
XyleneIsomers,
m+pug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg
PGG-4-2.5 5/1/2006 1.2U 1.2U 6.1U 55 1.2U 1.2U 1.2U 3.8 1.2U 1.2U 1.2U 1.2UPGG-4-7.5 5/1/2006 0.9U 0.9U 6.1 190 0.9U 0.9U 0.9U 2 0.9U 0.9U 0.9U 0.9UPGG-10-2.5 5/1/2006 1.7 4 20 270 0.8U 0.8U 0.8U 8.9 1.2 0.8U 0.8U 0.8UPGG-10-7.5 5/1/2006 0.7U 0.7U 3.7U 64 0.7U 0.7U 0.7U 1.2 0.7U 0.7U 0.7U 0.7UPGG-3-2.5 5/1/2006 0.8U 0.8U 4.2U 30 0.8U 0.8U 0.8U 7.5 0.8U 0.8U 0.8U 0.8UPGG-3-7.5 5/1/2006 0.7U 0.7U 7.2 56 35 0.7U 0.7U 1.1 0.7U 0.7U 0.7U 0.7UPGG-2-2.5 5/1/2006 3.7 1.6 14 220 0.8U 0.8U 0.8U 7.4 1.3 0.8U 0.8U 0.8UPGG-2-7.5 5/1/2006 0.7U 0.7U 4.6 80 0.7U 0.7U 1.4U 18 0.7U 0.7U 0.7U 0.7UPGG-6-2.5 5/1/2006 0.8U 0.8U 6.5 32 1.6 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8UPGG-6-7.5 5/1/2006 0.8U 0.8U 5.3 35 1.7 0.8U 0.8U 0.8 0.8U 0.8U 0.8U 0.8UPGG-7-2.5 5/1/2006 0.7U 0.7U 3.6U 19 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7UPGG-7-7.5 5/1/2006 0.5U 0.5U 3 23 4 0.5U 0.5U 0.6 0.6 0.5U 0.5U 0.5UPGG-11-2.5 5/1/2006 0.7U 0.7U 12 110 11 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7UPGG-8-2.5 5/1/2006 0.8U 0.8U 16 130 24 0.8U 0.8U 0.9 0.8U 0.8U 0.8U 0.8UPGG-8-7.5 5/1/2006 0.6U 0.6U 6.9 54 8.3 0.6U 0.6U 1.1 0.6U 0.6U 0.6U 0.6UPGG-9-2.5 5/1/2006 0.9U 0.9U 5.3 42 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9UPGG-9-7.5 5/1/2006 0.7U 0.7U 7.2 56 7.5 0.7U 0.7U 1 0.7U 0.7U 0.7U 0.7UPGG-1-2.5 5/2/2006 0.7U 0.7U 3.6U 34 0.7U 0.7U 0.7U 13 0.7U 0.7U 0.7U 0.7UPGG-1-7.5 5/2/2006 0.7U 0.7U 3.3U 28 1.7 0.7U 0.7U 7.4 0.7U 0.7U 0.7U 0.7UPGG-12-2.5 7/6/2006 0.8U 0.8U 3.9U 48 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8UPGG-12-7.5 7/6/2006 0.7U 0.7U 3.6U 16 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7UPGG-13-2.5 7/6/2006 0.9U 0.9U 4.4U 46 0.9U 0.9U 0.9U 1.2 0.9U 0.9U 0.9U 0.9UPGG-13-7.5 7/6/2006 0.7U 0.7U 3.6U 26 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7U 0.7UPGG-14-2.5 7/6/2006 0.8U 0.8U 20 140 4.5 0.8U 0.8U 2.1 0.9 0.8U 0.8U 0.8UPGG-14-7.5 7/6/2006 0.8U 0.8U 8.4 62 14 0.8U 0.8U 1.2 0.8U 0.8U 0.8U 0.8UPGG-15-S2.5 7/21/2006 0.7U 0.7U 3.5 73 0.7U 0.7U 0.7U 0.8 0.7U 0.7U 0.7U 0.7UPGG-15-S7.5 7/21/2006 0.9U 0.9U 6.1 140 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9UPGG-16-S2.5 7/21/2006 0.9U 0.9U 10 110 0.9U 0.9U 0.9U 8.2 1 0.9U 0.9U 0.9UPGG-17-S2.5 7/21/2006 0.8U 0.8U 3.8U 84 0.8U 0.8U 0.8U 1.2 0.8U 0.8U 0.8U 0.8UPGG-17-S7.5 7/21/2006 0.8U 0.8U 3.9U 75 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8UPGG-18-S2.5 7/21/2006 0.9U 0.9U 13 140 0.9U 0.9U 0.9U 8.8 0.9U 0.9U 0.9U 0.9UPGG-18-S7.5 7/21/2006 0.9U 0.9U 4.5 130 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9UPGG-21-2.2 8/3/2007 0.8U 0.8U 7.8 93 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8UPGG-21-5 8/3/2007 0.8U 0.8U 3.9U 62 0.8U 0.8U 0.8U 0.9 0.8U 0.8U 0.8U 0.8UPGG-22-2.2 8/3/2007 0.9U 0.9U 14 200 1 0.9U 0.9U 4.6 0.9U 0.9U 0.9U 0.9UPGG-22-5.6 8/3/2007 1.1U 1.1U 6.2 96 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1UPGG-25-2.4 8/3/2007 64U 64U 320U 320 64U 64U 64U 64U 64U 64U 64U 64UPGG-25-4.9 8/3/2007 1.1U 1.1U 5.3U 5.3U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1UPGG-20-2.5 8/3/2007 3.2 1U 21 320 1U 1.6 1U 6.2 1U 1U 1U 1UPGG-20-4.7 8/3/2007 1.1U 1.1U 5.3U 50 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1UPGG-23-1.7 8/3/2007 0.9U 0.9U 4.4U 21 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9UPGG-23-4.1 8/3/2007 1U 1U 4.9U 50 1U 1U 1U 1U 1U 1U 1U 1UPGG-24-2 8/3/2007 0.9U 0.9U 4.7U 4.7U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9U 0.9UPGG-24-5.2 8/3/2007 1.1U 1.1U 5.7U 26 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1U 1.1UPGG-26-2.8 8/3/2007 1.2U 1.2U 5.8U 47 1.2U 1.2U 1.2U 1.2U 1.2U 1.2U 1.2U 1.2UPGG-26-4.4 8/3/2007 0.8U 0.8U 3.8U 30 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8U 0.8UMethod A, Industrial Land Table Value 2.00E+03 R-ND R-ND R-ND R-ND R-ND R-ND 30 7.00E+03 6.00E+03Method A, Unrestricted Land Table Value 2.00E+03 R-ND R-ND R-ND R-ND R-ND R-ND 30 7.00E+03 6.00E+03Method B, Carcinogen, Direct Contact NR 1.75E+04 NR NR NR 1.64E+05 7.69E+04 1.82E+04 NR NR
Method B, Non-carcinogen, Direct Contact 1.60E+08 3.20E+05 4.80E+07 8.00E+06 8.00E+06 8.00E+06 NR 3.20E+05 6.40E+06 8.00E+06
Soil, Method C, Carcinogen, Direct Contact NR 2.30E+06 NR NR NR 2.15E+07 1.01E+07 2.39E+06 NR NR
Soil, Method C, Non-carcinogen, Direct Contact 7.00E+09 1.40E+07 2.10E+09 3.50E+08 3.50E+08 3.50E+08 NR 1.40E+07 2.80E+08 3.50E+08
ug/kg = micrigrams per kilogram
* see Tables 6-1 and 6-2 for constituents of potential concern
Xylene screening levels apply to total xylenes (o,m+p isomers)
R-ND = Research No Data
NR = Not Research
NA = Not Applicable
7.00E+08
9.00E+039.00E+03
NR1.60E+07
NR
Table A10. Fraction Organic Carbon, Water Table and Shallow Interval Blaser Die Casting
Sample ID Depth (feet) Result UnitsPGG-15-S2.5 2.5 0.143 %PGG-15-S7.5 7.5 0.238 %PGG-15-S9.8 9.8 0.164 %PGG-15-S10.1 10.1 0.111 %B6-112408-15-15.5 15-15.5 0.122 %B9-111408-15-15.5 15-15.5 0.008 %B13-120108-15-15.5 15-15.5 0.027 %B17-111008-15-15.5 15-15.5 0.022 %B6-112408-30-30.5 30-30.5 0.21 %B9-111408-30-30.5 30-30.5 0.2 %B13-120108-30-30.5 30-30.5 0.038 %B17-111008-30-30.5 30-30.6 0.107 %MW-15 1.2 to 11.2? 0.369 %AS-3-9.5 9.5 0.411 %AS-9-10 10 0.697 %MW-11-30 30 0.229 %MW-14-10 10 0.316 %MW-7-10 10 0.071 %MW-8-30 30 0.311 %MW-9-10 10 0.196 %
Average 0.200 %Maximum 0.697 %Minimum 0.008 %
Blaser Die Casting Remedial Investigation AUGUST 2, 2012
APPENDIX B BIOCHLOR MODELING APPROACH
Technical Memorandum
To: Ed Jones, Department of Ecology
From: Glen Wallace, PhD, LG, Pacific Groundwater Group
Re: Blaser Die Casting Fate and Transport Calculation Methods
Date: REVISED August 1, 2012
This technical memorandum describes the methods, calculations, and input parameters used in support of the fate and transport evaluation for the Blaser Die Casting Remedial Investigation Report (RI) (PGG, 2011). This memo is intended to be included as an ap-pendix in the RI, and therefore does not include a description of site conditions or data collection. Please refer to the RI for additional site-specific information.
A TCE release to soil and groundwater occurred at the southwest corner of the Blaser building, referred to as the source area. A soil source control action in 2007-2008 re-moved the soil source (PGG, 2008). Groundwater quality was monitored before, during, and is projected for after the RI for TCE and daughter products cis-1,2-dichloroethene (cis-1,2-DCE) and vinyl chloride with a network of monitoring wells. While the Blaser Enforcement Order defines constituents of potential concern (COPCs) to include trans-1,2-dichloroethene and 1,1-dichloroethene, these two compounds are not common degra-dation products of TCE. Thus, BIOCHLOR does not include them.
The fate and transport modeling focuses on the source area and down gradient concentra-tions of trichloroethene (TCE), cis-1,2-DCE, and vinyl chloride. The fate and transport evaluation is intended to provide a technical basis for discussion of:
• Potential impacts to down gradient indoor air and surface water receptors
• Changes in plume characteristics with the decrease in concentrations observed af-ter the Blaser soil source control action
• Preliminary Remediation Levels for TCE, cis-1,2-DCE, and vinyl chloride
Fate and transport calculations are performed using the BIOCHLOR (ver. 2.2) spread-sheet model (Aziz, et al., 2000; Aziz, et al., 2002). BIOCHLOR simulates the natural at-tenuation of chlorinated solvents through dispersion, diffusion, and degradation. Al-though BIOCHLOR is a “screening” tool, it is used here with conservative input parame-ters to estimate concentrations down gradient from the Blaser source area.
The use of BIOCHLOR is similar to the approach taken for the PSC Site-Wide Feasibili-ty Study work (Geomatrix, 2006), and was proposed in the Blaser Remedial Investigation Fate and Transport Evaluation and Modeling (PGG, 2010).
FATE AND TRANSPORT CALCULATIONS 2 AUGUST 2012
The following sections of this memorandum outline the BIOCHLOR model input para-meters and model outputs in the context of source area, impacts to down gradient recep-tors, estimated future plume characteristics, and preliminary remediation levels.
INPUT PARAMETERS
This section describes selection of input parameters for each of the model configurations, as presented in Tables B1 and B2. For this discussion, inputs are divided into:
• Advection terms: hydraulic conductivity, advection-dispersion coefficients, ad-sorption terms, model geometry
• Biotransformation/degradation terms: biotransformation half-lives, aquifer zones
• Source area terms: TCE, cis-1,2-DCE, and vinyl chloride concentrations, source area geometry
Blaser coordinated selection of a consistent set of model inputs for aquifer characteristics with the two other parties located west of 4th Avenue (W4th), Capital Industries (CI) and Art Brass Plating (ABP). Source terms and some transport terms are specific to each site, but the intent was to have a broadly consistent set of modeling terms to facilitate com-parison of fate and transport results.
Model input values were selected to be representative of site conditions and with weight toward a conservative1 bias in the range of reasonable values. Input parameters were se-lected from a combination of site-specific data, values from the published literature, and values available from Ecology guidance documents.
Advection-related and biotransformation model inputs are consistent through each model run, as discussed in the next sections. Inputs for source area configurations differ for each modeling objective, as discussed in the respective model run sections.
ADVECTION PARAMETERS
Hydraulic Conductivity
Hydraulic conductivity values are discussed in Section 3.6 of the RI. The geometric mean of all slug test results from each aquifer interval conducted at the adjacent Art Brass Plat-ing (Aspect, 2011), Capital Industries (Farallon, 2011), and St. Gobain Containers (CRA, 2006) sites are used for calculation of the seepage rate. Hydraulic conductivity values used in BIOCHLOR are:
1 Conservative here is used to indicate that the model will calculate a higher concentration at down gradient locations. Similarly, the conservative input parameters will calculate a lower or more strict preliminary remediation level for the site to be protective and will project that a plume has traveled further or exceeds screening levels further downgradient than likely based on empirical data.
FATE AND TRANSPORT CALCULATIONS 3 AUGUST 2012
• Water Table Interval: 1.1x10-2 cm/sec
• Shallow Interval: 9.9x10-3 cm/sec
• Intermediate Interval: 2.8x10-3 cm/sec
These values are consistent with literature values (1x10-5 to 1x10-1 cm/sec) for silty sands (Freeze and Cherry, 1979).
Hydraulic Gradient
The hydraulic gradient between the source area and the Duwamish is discussed in Section 3.6 of the RI. The average gradient calculated from RI water level snapshots is used in the model. Mean hydraulic gradients used in BIOCHLOR modeling are (Table B1):
• Water Table Interval: 0.0016 feet/feet
• Shallow Interval: 0.0016 feet/feet
• Intermediate Interval: 0.0016 feet/feet
Effective Porosity
Blaser used an effective porosity value of 0.25 as proposed in the Fate and Transport Technical Memorandum (PGG, 2010).
Seepage Velocity
The seepage velocity is calculated in BIOCHLOR using Darcy’s Law and an assumed effective porosity of 0.25. Seepage velocities for the aquifer intervals are:
• Water Table Interval: 75 ft/yr
• Shallow Interval: 66 ft/yr
• Intermediate Interval: 19 ft/yr
Dispersivity
Dispersivity terms characterize the mechanical spreading of the plume resulting from the seepage of groundwater through tortuous pore spaces. The longitudinal dispersivity pa-rameter (αx) was calculated using the modified Xu and Ekstein method (1995) as imple-mented in the BIOCHLOR model and a plume length input of 1,730 feet—the approx-imate plume centerline distance from the source area to the Duwamish Waterway. Trans-verse dispersivity (αy) was set to one-tenth of longitudinal (αx) and vertical dispersivity (αz) to zero2. This approach likely underestimates vertical dispersivity and effectively as-
2 BIOCHLOR cannot accept zero-values for dispersion inputs. The vertical dispersivity value was set to 1x10-99.
FATE AND TRANSPORT CALCULATIONS 4 AUGUST 2012
sumes no dispersion to overlying or underlying aquifer intervals. Dispersivity values were applied consistently to all aquifer intervals.
Adsorption
Adsorption describes the adhesion of constituents of potential concern to soil particles that retards their down gradient migration relative to groundwater seepage velocity. Ad-sorption is expressed in transport equations as a retardation factor (R), and is calculated from soil bulk density, literature octanol-water partitioning coefficients (Kow), and frac-tion organic carbon (foc) in soil. Ecology default values were used for soil bulk density (1.51 kg/l) and partitioning coefficients (PCE = 265 l/kg; TCE = 94 l/kg; cis-1,2-DCE = 35.5l/kg; vinyl chloride = 18.6 l/kg). Soil organic carbon content measurements are dis-cussed in Section 3.6 of the RI, and an average value of 0.002 is used for all aquifer in-tervals. The average retardation factor (R) used for all constituents in all aquifer intervals is 1.43. BIOCHLOR does not support the use of constituent-specific retardation factors.
BIOTRANSFORMATION
Biotransformation is the chemical transformation of contaminants to daughter products through metabolic pathways or other reactions. The daughter products may be either rela-tively inert compounds such as chloride or other contaminants of concern such as the de-gradation of TCE to cis-1,2-DCE to vinyl chloride. Because of differences in biodegrada-tion rates, the concentrations of daughter compounds may increase or decrease relative to the parent compound.
Degradation rates are expressed as half-lives in years and may be determined either through calculations based on site-specific data or taken from applicable literature studies and compilations. The BIOCHLOR User’s Manual Addendum (Aziz and Newell, 2002) recommends establishing site-specific rates through a process of model calibration with field data. Blaser adopted the use of literature biotransformation rates after discussion with Ecology and other W4th parties. EPA guidance documents suggest using caution when selecting rate constants from the literature because literature values may not accu-rately reflect site-specific conditions (Newell, 2002).
Rate constants were selected based on a review of available summaries of rate constants derived from field and laboratory data, EPA guidance documents, and studies completed at nearby sites3 (Aziz, et al., 2000; Newell, et al., 2002; Aronson and Howard, 1997; Geomatrix, 2006). Literature values are summarized in Table B2. The slow end of the biotransformation rate in the range of literature values was selected for each constituent using the 25th percentile values shown in Newell (et al., 2000).4 The selected values are more conservative (slower) than the mean values presented in Aronson et al. (1997). 3 For consistency and clarity, all biotransformation rate constants are expressed as half-lives in years for this discussion even if not reported that way in source documents. 4 Newell does not present PCE values, and biotransformation rates were set at 1.2. The selected biotrans-formation rate for PCE has no impact on BIOCHLOR results because PCE is not detected in the Blaser source area.
FATE AND TRANSPORT CALCULATIONS 5 AUGUST 2012
These values are slower than the site-specific biotransformation rates calculated for the PSC Georgetown site (Geomatrix, 2006). The vinyl chloride half-life used in this report (1.7 years) is slower and therefore more conservative than the value PSC calculated (0.82 years) based on site-specific data, and equal to the maximum value found in the sensitivi-ty analysis of the calibration to input assumptions (maximum half-life 1.7 years).
Site-specific data including the presence of significant quantities of daughter compounds (cis-1,2-DCE and vinyl chloride) concurrent with decreasing concentrations suggest that biotransformation is occurring in the W4th area. Longer half-lives reported in the litera-ture are associated with sites with little to no biodegradation. Extremely long half-life li-terature values such as the Newell Minimum values in Table B2 are considered inappro-priate in the W4th Area.
BIOCHLOR MODEL RUNS
The BIOCHLOR model is used to:
1. calculate source area concentrations protective of surface water criteria at the Duwamish; and
2. estimate down gradient concentrations from the Blaser source area to the point-of-discharge at the Duwamish Waterway.
The BIOCHLOR model configuration is intended to provide conservative predictions of down gradient concentrations in the Water Table, Shallow, and Intermediate aquifer in-tervals, and preliminary remediation levels.
Model Configuration
Source area concentrations, source dimensions, and seepage velocity were set indepen-dently for each aquifer interval, as summarized in Tables B1 and B3. Dispersion, bio-transformation, and retardation coefficient were held constant for all aquifer intervals and model runs. A model length of 1,730 feet was used for all model runs originating from the Blaser source area5. The model was run for 500 years to ensure that it reached steady-state conditions. The BIOCHLOR model was configured with a single model zone with parameters consistently applied along the entire flow path. The transition zone from groundwater to surface water in the Duwamish where mixing with tidally influenced and oxygenated water would be expected was not modeled as a second zone.
RECEPTOR EVALUATION
This section describes BIOCHLOR modeling supporting the evaluation of potential im-pacts to down gradient receptors. These forward models use source area concentrations at 5 1,730 is the estimated distance from the Blaser source area to the discharge area at the Duwamish River based on groundwater contours and inferred flow path.
FATE AND TRANSPORT CALCULATIONS 6 AUGUST 2012
BDC-3, BDC-9, and BDC-7 locations. The model is intended to estimate steady state down gradient concentrations expected from current source area concentrations. Model-estimated centerline concentrations are compared to:
• Concentrations protective of surface water
• MTCA Groundwater Table values
• Indoor air criteria (Water Table Interval only)
The receptor evaluation is based on conservative literature assumptions selected to ensure that modeling produces conservative (high) concentrations at the Duwamish Waterway. The receptor evaluation is not appropriate for risk analysis or for estimating concentra-tions at specific down gradient locations because it does not account for cross-gradient concentrations, and dispersion and biotransformation rates are not calibrated to site-specific conditions.
Model Geometry
Recent data from the centerline and shoulders of the groundwater plume are used to deli-neate the source area. The height and width of the source area was selected to match the observed distribution of TCE, cis-1,2-DCE, and vinyl chloride in the source area and/or the thickness of the aquifer interval. The Water Table Interval was assigned a thickness of 15 feet based on observations that the depth to water is generally 5 feet or greater. The Shallow and Intermediate source zones were assigned thicknesses of 20 feet. The hori-zontal geometry of the Shallow and Intermediate source zones was modeled as a 60 foot wide single planar source based on the distance from BDC-7 to BDC-9, located at the shoulders of the plume. The Water Table Interval source zone was modeled with two configurations: a 50 foot wide single planar source for calculation of preliminary remedi-ation levels and as a spatially-variable source zone for evaluation of impacts to down gradient receptors based on observed concentrations. The spatially-variable source was modeled with widths of 20, 35, and 50 feet based on the observed source area width in site investigations. Maximum concentrations from BDC-3-WT samples collected be-tween 2008 and 2012 and samples collected at BDC-7 and BDC-9 in November, 2010 are used for the spatially variable Water Table Interval model run. Maximum concentra-tions at BDC-3-40 and BDC-3-60 from 2008 through 2012 are used for Shallow and In-termediate source zone, respectively. BDC-3-WT has decreasing concentration trend for TCE, cis-1,2-DCE, and vinyl chloride; BDC-3-40 and BDC-3-60 are usually non-detect for TCE, and have decreasing concentration trends for cis-1,2-DCE and vinyl chloride (Table D1).
FATE AND TRANSPORT CALCULATIONS 7 AUGUST 2012
Surface Water Criteria
Model-predicted concentrations at the Duwamish point-of-discharge do not exceed sur-face water criteria (RI Table 5-3) for the Water Table, Shallow, or Intermediate aquifer intervals.
• Water Table Interval TCE concentrations were estimated to be below surface water criteria by 519 feet down gradient with a spatially-variable source and by 692 feet down gradient with a single-planar source.
• Water Table Interval cis-1,2-DCE concentrations were below surface water criteria in the source areas.
• Water Table Interval vinyl chloride concentrations were estimated to be below sur-face water criteria by 865 feet down gradient with a spatially-variable source and by 1038 feet with a single-planar source.
• Shallow Interval vinyl chloride concentrations were estimated below surface water criteria by 519 feet down gradient; only vinyl chloride was above surface water crite-ria in the source area.
• Intermediate Interval vinyl concentrations were below surface water by 173 feet down gradient; only vinyl chloride was above surface water criteria in the source area.
Groundwater to Residential Indoor Air Screening Level Comparison
• Water Table Interval TCE concentrations were estimated to be below indoor air crite-ria by 519 feet down gradient with a spatially-variable source and by 692 feet with a single-planar source.
• Water Table Interval cis-1,2-DCE concentrations were below indoor air criteria in the source areas.
• Water Table Interval vinyl chloride concentrations were estimated to be below indoor air criteria by 865 feet down gradient with a spatially-variable source and by 1,038 feet down gradient with a single-planar source.
MTCA Method A Table Value Comparison
• Water Table Interval concentrations were estimated below MTCA Method A Table values by 1,384 feet down gradient with either a spatially-variable source or a single-planar source.
• Shallow Interval concentrations were estimated below MTCA Method A values by 865 feet down gradient; only vinyl chloride was above Method A values in the source area.
FATE AND TRANSPORT CALCULATIONS 8 AUGUST 2012
• Intermediate Interval concentrations were estimated below MTCA Method A values by 346 feet down gradient; only vinyl chloride was above Method A values in the source area.
Concentrations at the Duwamish Waterway are estimated to be protective of surface wa-ter, MTCA Method A table value, and indoor air criteria for TCE, cis-1,2-DCE, and vinyl chloride in all aquifer intervals using modeled source area concentrations (Table B4).
Model Results Compared to Existing Data
Model input values were checked against field data using pre-interim action monitoring data. Concentrations at wells have been declining in response to the interim action, so pre-interim actions are the closest approximation to steady state conditions for compari-son to model calculations. The source area was configured as a single-planar source with concentrations taken from sample PGG-1-GW-8-11, which was collected from the plume centerline in 2006 prior to the interim action. All transport parameters were identical to base case runs. Downgradient concentrations are compared to the initial sample collected at BDC-6-WT at Mead Street in February, 2008. BIOCHLOR-calculated concentrations at Mead Street (200 ft downgradient) are higher than the observed field concentrations. Concentrations are between 51% and 4,006% higher in model runs compared to field da-ta. These data suggest that the model configuration is conservative, especially for daugh-ter products cis-1-2 DCE and vinyl chloride.
Analyte Blaser Source, Single
Planar, Pre-Interim Action6 200 feet downgradient
BDC-6-WT (2/1/2008)
Percent Dif-ference
TCE 348 230 +51%
Cis-1,2-DCE 478 110 +335%
Vinyl Chloride 349 8.5 +4,006%
All concentrations ug/L
CHANGES IN PLUME GEOMETRY
This section describes expected changes in geometry and centerline concentrations of the Blaser plume.
The extent and mass of the Blaser plume in the Water Table Interval is expected to de-crease over time as the effects of the 2008 source control propagate down gradient. Groundwater TCE concentrations in the source area have decreased by more than 90% as
6 PGG-1-GW8-11 8-11 feet concentrations: TCE 2,000: ug/L; cis-1,2 DCE: 1,800 ug/L; vinyl chloride: 550 ug/L.
FATE AND TRANSPORT CALCULATIONS 9 AUGUST 2012
a result of source control7. Centerline groundwater concentrations are expected to de-crease with time. The seepage velocity multiplied by the distance provides an estimate of when downgradient concentrations will begin to decrease in response to changes in the source area. Partitioning of TCE, cis-1,2-DCE, and vinyl chloride to soil particles and organic carbon both accelerates and delays the decreases in downgradient groundwater concentrations.
At BDC-6-WT, modeled as the Mead Street source area8 in BIOCHLOR approximately 205 feet from the Blaser source area, concentrations began decreasing after the source control action, consistent with a Water Table Interval seepage velocity of 75 ft/yr (Table B1). Results from the receptor analysis suggest approximately 11 ug/l TCE at BDC-6-WT under steady-state source area concentrations. The width of the plume above screen-ing levels will also decrease as source area and centerline concentrations decrease.
PRELIMINARY REMEDIATION LEVEL CALCULATIONS
Preliminary Remediation Levels (PRLs) are concentrations in groundwater at the Blaser source area or at Mead St that are protective of surface water criteria at the Duwamish Waterway. PRL concentrations protective of surface water criteria were estimated by ad-justing source area concentrations until concentrations of TCE, cis-1,2-DCE, and vinyl chloride at a point 1,730 feet down gradient matched surface water criteria. PRLs can be non-unique because the concentrations of parent and daughter compounds are interrelated by biotransformation and sensitive to the relative source area concentrations. The PRLs are dependent on the assumptions made about the relative proportion of each constituent. Therefore, PRLs were calculated by setting a consistent relative concentration ratio be-tween TCE, cis-1,2-DCE and vinyl chloride based on site data for each interval.
The relative concentrations for the Blaser source area PRLs were based on maximum ob-served source area concentrations at BDC-3-WT, BDC-3-40, and BDC-3-60 between 2008 and 20129 as follows:
• The relative Water Table Interval cis-1,2-DCE concentrations equal 55% of the TCE concentrations; and vinyl chloride concentrations equal 10% of the TCE concentration.
• Shallow Interval concentrations were set with the same relative abundances as the Water Table Interval.
• Intermediate Interval concentrations were set with the same relative abundances as the Water Table Interval.
7 Peak pre-source control TCE concentration at PGG-2 was 2,200 ug/L; the April 2012 TCE concentration at BDC-3-WT was 32 ug/L. 8 Note the use of the term “source area” refers to the modeled source, and does not refer to a release. 9 Maximum concentrations at BDC-3-WT from 2008 through 2011 were: TCE: 110 ug/l; cis-1,2 DCE: 60 ug/l; vinyl chloride: 9.2 ug/l.
FATE AND TRANSPORT CALCULATIONS 10 AUGUST 2012
Transport and biotransformation terms were used consistent with other fate and transport calculations, as shown in Table B1. The source area was modeled as a single-planar, con-tinuous source configuration for PRL calculations. This configuration is conservative in that it overestimates mass-loading relative to the observed spatially-variable concentra-tion pattern.
Concentrations protective of surface water were also calculated at Mead Street using BDC-6-WT monitoring results for the model source terms10. The source area defined for the “Mead Street” run was 50 feet wide and 20 feet thick. Only the Water Table Interval was modeled. The down gradient distance to the Duwamish Waterway was input at 1,525 feet. Natural attenuation has changed the constituent ratios at Mead Street relative to source area concentrations. March 2011 sampling results at BDC-6-WT11 were used to assign Mead Street modeled source-area constituent ratios with:
• Mead Street Water Table Interval cis-1,2-DCE concentrations equal 70% of the TCE concentrations, and vinyl chloride equals 3% of TCE concentrations.
• Mead Street Shallow Interval concentrations were set with the same relative ab-undances as the Water Table Interval.
• Mead Street Intermediate Interval concentrations were set with the same relative abundances as the Water Table Interval.
All other parameters were the same as used for modeling of the Blaser source area.
Results
Source area concentrations protective of surface water down gradient from the Blaser source area and a modeled source at Mead Street are presented in Table B3.
PRL concentrations are conservatively estimated groundwater concentrations protective of surface water at the Duwamish Waterway. The calculated PRLs are greater than con-centrations observed in monitoring points at the Blaser source area and at Mead Street. These calculations suggest that the current Blaser groundwater plume from Blaser to Mead St is unlikely to exceed surface water criteria at the Duwamish Waterway in the future. The calculated source area concentrations are also above current and historic con-centrations at the Blaser source area and BDC-6-WT for TCE, cis-1,2-DCE, and vinyl chloride.
PRLs protective of the Duwamish Waterway are set at 1,000 ug/L at the Blaser source area Mead St for analytes were the modeled PRL was >1000 ug/L12.
10 The model source terms do not correspond to an actual source at Mead St, but the continuation of the Blaser plume represented by centerline well BDC-6-WT. There is no known source located at BDC-6. 11 March 2011 concentrations at BDC-6-WT were: TCE: 170 ug/l; cis-1,2 DCE 120 ug/l; vinyl chloride 4.6 ug/l. 12 This is consistent with the approach used in the PSC Tech Memo 2 (Geomatrix, 2006).
FATE AND TRANSPORT CALCULATIONS 11 AUGUST 2012
SENSITIVITY ANALYSIS
BIOCHLOR calculations are sensitive to the transport parameters, each of which has un-certainly associated with it. A sensitivity analysis was conducted by recalculating concen-trations over a range of transport parameter values. Table B1 summarizes the range of transport parameter inputs and calculated values between the source area and the Duwa-mish. The source area was configured as a single-planar, continuous source with dimen-sion 50 feet wide and 15 feet thick, as a baseline case similar to the Water Table Interval BIOCHLOR model runs. Results of the sensitivity analyses are compared to surface wa-ter criteria and cleanup levels for the respective aquifer zones (Table B5).
Results
The sensitivity analysis indicates that within the range of variation, most model runs pro-duced concentrations at the Duwamish protective of surface water (Table B5). Results are consistent with the expected variation due to the changes in parameters. Model runs without biotransformation (only dispersion and advection terms active) are included for reference. The sensitivity results for model runs with biotransformation are summarized below:
• Source Area Concentration: All concentrations are below screening levels by 1,557 feet down gradient at 5x base case concentrations, approximately 500 feet further down gradient than the base case.
• Biotransformation Rate (half-life): As expected, slower biodegradation rates re-sult in higher calculated concentrations down gradient. All TCE and cis-1,2-DCE results are below screening levels at the Duwamish River. With biotransformation half-lives set to 5x the base case values, vinyl chloride is above screening levels at the Duwamish (4.0 ug/L). The vinyl chloride half-life in this sensitivity analysis run (9.2 years) is more than 4 times longer than the slowest rate reported in Ne-well (2000), and is 10 times longer than the site-specific rate calculated for the PSC site (Geomatrix, 2006). Therefore, a 9.2-year vinyl chloride half-life likely falls outside the range of expected values for the W4 area.
• Seepage Rate: The seepage rate was varied over two orders of magnitude from 0.1- to 10-times the base case hydraulic conductivity, including sensitivity analy-sis runs at the 90th percentile of the measured hydraulic conductivities in the combined W4 slug test and all data. Model runs at 5 times the base case produced similar values to the 5x biotransformation half-life, consistent with the expected time-distance-concentration relationship; faster flow is equivalent to slower de-gradation for downgradient concentrations. TCE concentrations exceeded screen-ing levels at the Duwamish for the 10-times base case, and 90th percentile of all available data model runs Vinyl chloride concentrations exceeded screening le-vels at the Duwamish for 5- and 10-times base case model runs, and for the 90th percentile model runs. These runs reflect higher groundwater flow velocities than would be expected for silty sands and would require connected preferential flow
FATE AND TRANSPORT CALCULATIONS 12 AUGUST 2012
or elevated hydraulic conductivity layers to reflect transport in the W4 area. Simi-lar to biotransformation rate sensitivity analyses, vinyl chloride is the most sensi-tive constituent in model runs.
• Dispersivity: All constituents were below screening levels at the Duwamish for all values of dispersivity. Increased dispersivity resulted in more rapid attenuation of centerline groundwater concentrations.
• Retardation Factor: Variations in the retardation factor from 1 to 2.86 had no ef-fect on downgradient concentrations because all models were run until they reached steady state. Variations in retardation factor would change transient runs, if used.
The sensitivity analysis results support the general conclusion that current source area concentrations are protective of the Duwamish Waterway within a reasonable range of parameters. Localized areas with elevated hydraulic conductivity or suppressed biotrans-formation could result in vinyl chloride concentrations above screening levels. Vinyl chloride is the most sensitive parameter to changes in input parameters because it is the last constituent in the biodegradation pathway and has a lower screening level than other constituents.
REFERENCES
Aronson, D., and P.H. Howard. 1997. Anaerobic Biodegradation of Organic Chemicals in Groundwater: A Summary of Field and Laboratory Studies. SRC TR-97–0223F, Science Center Report. New York: Syracuse Research Corporation.
Aspect, 2008. Remedial Investigation Work Plan, Art Brass Plating, Inc.
Aziz, C.E., C.J. Newell, J.R. Gonzales, P.E. Haas, T.P. Clement, and Y. Sun, 2000. BI-OCHLOR Natural Attenuation Decision Support System, User’s Manual Version 1.1, U.S. EPA, Office of Research and Development, EPA/600/R-00/008, Washington D.C.
Aziz, C.E. and Newell, C.J., 2002. BIOCHLOR Natural Attenuation Decision Support System Version 2.2, User’s Manual Addendum.
Newell, C.J., H.S. Rifai, J.T. Wilson, J.A. Connor, J.A. Aziz, and M.P. Suarez. 2002. Calculation and use of first-order rate constants for monitored natural attenuation studies. U.S. EPA Ground Water Issue, U.S. EPA/540/S-02/500. Cincinnati, Ohio: U.S. EPA Na-tional Risk Management Research Laboratory.
Freeze, A., and Cherry, J. 1979. Groundwater. Prentice-Hall, Englewood Cliffs, New Jer-sey. 604p.
Geomatrix, 2006. Revised Technical Memorandum No. 1: Modeling, Cleanup Levels, Constituents of Concern, Remediation Levels, Conditional Points of Compliance, and
FATE AND TRANSPORT CALCULATIONS 13 AUGUST 2012
Corrective Action Schedule. Site Wide Feasibility Study, PSC Georgetown Facility. June 2006.
PGG 2008a, Blaser Die Casting Revised Remedial Investigation Work Plan, August 7, 2008, revised April 2010.
PGG, 2008b. Blaser Source Control Report. January 22, 2008.
PGG, 2010. Blaser Remedial Investigation Fate and Transport Evaluation and Modeling. Technical Memorandum to Mr. Ed Jones, Washington Department of Ecology. July 30, 2010.
TABLES AND FIGURES
Table B1. BIOCHLOR Fate and Transport Parameters
Table B2. Biotransformation Rate Summary
Table B3. Model Result Compilation
Table B4. Receptor Evaluation Summary
Table B5. Sensitivity Analysis Summary
rifs fate-transport appendixv2.doc JK0504.03
Table B1. Fate and Transport Modeling ParametersBlaser Die Casting, Seattle, Washington
Model Parameter Units Data Source Water Table Shallow IntermediateHydraulic Gradient
Mean ft/ft Remedial Investigation 0.0016 0.0016 0.0016Number of Observations ‐‐ Remedial Investigation 8 8 7
Hydraulic Conductivity cm/sec Aquifer Slug Tests 5 1.1E‐02 9.99E‐03 2.8E‐03Effective Porosity ‐‐ Nominal Value 0.25 0.25 0.25Seepage Velocity ft/year Calculated 75 66 19Dispersivity
Longitudinal (α x) ‐‐ Xu ‐ Eckstein 31.2 31.2 31.2Transverse (α y) ‐‐ (α x) * 0.1 3.1 3.1 3.1Vertical (α z) ‐‐ No Vertical Dispersion 1.0E‐99 1.0E‐99 1.0E‐99Plume length for calculation ft Map 1,730 1,730 1,730
Soil Bulk Density kg/L MTCA Common Assumpt 1.51 1.51 1.51Soil Fraction Organic Carbon (foc) % Soil Measurements 0.2 0.2 0.2Koc
PCE L/kg MTCA CLARC Tables 3 265 265 265TCE L/kg MTCA CLARC Tables 94 94 94cis‐1,2 DCE L/kg MTCA CLARC Tables 35.5 35.5 35.5VC L/kg MTCA CLARC Tables 18.6 18.6 18.6
Retardation Factor ( R )PCE ‐‐ Calculated 4 4.2 4.2 4.2TCE ‐‐ Calculated 4 2.1 2.1 2.1cis‐1,2 DCE ‐‐ Calculated 4 1.4 1.4 1.4VC ‐‐ Calculated 4 1.2 1.2 1.2Average Value 1.43 1.43 1.43
Source Area / Model DimensionsWidth ft Site Investigation 40 50 50Height ft Site Investigation 15 20 20Model Length ft Distance to Duwamish 1,730 1,730 1,730Source Type ‐‐ Model Assumption Continuous Continuous Continuous
Biodegradation Rates (as half‐lives)PCE years See Table A2 1.2 1.2 1.2TCE years See Table A2 1.8 1.8 1.8cis‐1,2 DCE years See Table A2 1.6 1.6 1.6VC years See Table A2 1.7 1.7 1.7
Simulation Time years Nominal Value 500 500 500Blaser Source Area Centerline Concentration
Blaser RI/FS Appendix B
Blaser Source Area Centerline ConcentrationCenterline Well BDC‐3‐WT BDC‐3‐40 BDC‐3‐60PCE ug/L March 2011 Event 0.02 U 0.02 U 0.02 UTCE ug/L March 2011 Event 110 0.02 U 0.02 Ucis‐1,2 DCE ug/L March 2011 Event 60 22 2.3VC ug/L March 2011 Event 9.2 7.2 12
Mead Street Modeled SourceArea Centerline ConcentrationCenterline Well BDC‐6‐WT BDC‐6‐30 BDC‐6‐60PCE ug/L March 2011 Event 0.02 U 0.02 U 0.02 UTCE ug/L March 2011 Event 170 6.6 0.02 Ucis‐1,2 DCE ug/L March 2011 Event 120 14 0.026VC ug/L March 2011 Event 4.6 0.7 5.4
nr ‐ Not reported in literature referenceU ‐ Constituent not detected at shown reporting limit. References:
2 Montgomery, J., 2007. Groundwater Chemicals Desk Reference . CRC Press, Boca Raton, Florida. 1701 pages. 3 MTCA CLARC tables downloaded from https://fortress.wa.gov/ecy/clarc/Reporting/CLARCReporting.aspx April 6, 2011. 4 R = 1 + (p/q) * Kd
Kd = foc * Kocp = dry bulk densityq = porosity
5 See Section 3 of Remedial Investigation for discussion of hydraulic conductivity values.
Units: ft= feet; cm/sec = centimeters per second; ug/L = micrograms per liter; L/kg = liters per kilogram.
1 Aronson, D., and Howard, P., 1997. Anaerobic Biodegradation of Organic Chemicals in Groundwater: Aronson, A Summary of Field and Laboratory Studies . Environmental Science Center, Syracuse Research Corporation, North Syracuse, New York. November 12, 1997. (see Table
6 Geomatrix, 2006. Revised Technical Memorandum No. 1: Modeling, Cleanup Levels, Constituents of Concern, Remediation Levels, Conditional Points of Compliance, and Corrective Action Schedule . Site Wide Feasibility Study, PSC Georgetown Facility, Seattle, Washington. June, 2006. 7 Xu, M. and Y. Eckstein, 1995, Use of Weighted Least‐Squares Method in Evaluation of the Relationship Between Dispersivity and Scale. J. Ground Water, 33(6): 905‐908.
Blaser RI/FS Appendix B
Table B2. Literature Biotransformation Half‐Life SummaryBlaser Die Casting, Seattle, Washington
Constituent Units
Aronson
Mean 1Newell 25th
Percentile 2Newell
Minimum 2PSC Tech Memo
Value 3Selected
Model ValueTetrachloroethene years 0.65 nr nr 1.2 1.2Trichloroethene years 0.76 1.8 1.9 3.0 1.8cis‐1,2 Dichloroethene years nr 1.64 16.4 0.7 1.6Vinyl Chloride years 0.11 1.74 1.9 0.8 1.7All biotransformation rate values reported as half‐lives in years.
nr ‐ Not reported in literature reference
References:
2 Values from Figure 5 of: Newell, C. et al, 2000. Calculation and Use of First Order Rate Constants for MNA Studies. EPA.
1 Mean of field and in‐situ values in: Aronson, D., and Howard, P., 1997. Anaerobic Biodegradation of Organic Chemicals in Groundwater: Aronson, A Summary of Field and Laboratory Studies. Environmental Science Center, Syracuse Research Corporation, North Syracuse, New York. November 12, 1997. (see Table 15)
3 Geomatrix, 2006. Revised Technical Memorandum No. 1: Modeling, Cleanup Levels, Constituents of Concern, Remediation Levels, Conditional Points of Compliance, and Corrective Action Schedule . Site Wide Feasibility Study, PSC Georgetown Facility, Seattle, Washington. June, 2006. (Table 6‐3)4 Aziz, C.E., C.J. Newell, J.R. Gonzales, P.E. Haas, T.P. Clement, and Y. Sun, 2000. BIOCHLOR Natural Attenuation Decision Support System, User’s Manual Version 1.1, U.S. EPA, Office of Research and Development, EPA/600/R‐00/008, Washington D.C.
Blaser RI/FS Appendix BBlaser RI/FS Appendix B
Table B3. Calculated Source Area Concentrations Protective of Surface WaterBlaser Die Casting, Seattle, Washington
Constituent Units Water Table Shallow IntermediateBlaser Source Area
Trichloroethene ug/L 2,525 3,860 > 100,000cis‐1,2 Dichloroethene ug/L 1,389 2,123 > 55,000Vinyl Chloride ug/L 253 386 > 10,000
Mead Street Model‐Source AreaTrichloroethene ug/L 985 1,735 > 100,000cis‐1,2 Dichloroethene ug/L 690 1,215 > 70,000Vinyl Chloride ug/L 30 52 > 3,000
ug/L = micrograms per liter.
Blaser Source Area Concentration Input: cis‐1,2 DCE = 55% TCE, VC =10% TCEMead St Model‐Source Area Concentration Input: cis‐1,2 DCE = 70% TCE, VC = 3% TCE
The Mead Street Model‐Source Area is a midpoint along the Blaser plume near BDC‐6‐WT, not a release area.
Blaser RI/FS Appendix BBlaser RI/FS Appendix B
Table B4. Receptor Evaluation SummaryBlaser Die Casting, Seattle, Washington
Source Area Parameters Screening Levels 1 Distance Down Gradient From Model Source Area (feet)
Surface Water
Groundwater
MTCA A Table 2
Groundwater Protective of Indoor Air 0 173 346 519 692 865 1038 1211 1384 1557 1730
Water Table Interval: BDC‐3‐WT Spatially Variable Source Width 20 35 50TCE 110 25 5 2.8 5 1.8 110.00 14.31 4.71 1.77 0.70 0.29 0.12 0.05 0.02 0.01 0.00DCE 60 25 25 350 350 73 60.00 16.29 7.25 3.36 1.57 0.73 0.34 0.16 0.07 0.03 0.02VC 9.2 3 6 1.6 0.2 1.3 9.20 8.53 5.97 3.71 2.15 1.19 0.64 0.34 0.17 0.09 0.04
Water Table Interval: BDC‐3‐WT Single Planar SourceWidth 40TCE 110 ‐‐ ‐‐ 2.8 5 1.8 110.00 23.06 7.70 2.91 1.16 0.48 0.20 0.08 0.04 0.02 0.01DCE 60 ‐‐ ‐‐ 350 350 73 60.00 22.74 10.70 5.12 2.44 1.15 0.54 0.25 0.12 0.05 0.02VC 9.2 ‐‐ ‐‐ 1.6 0.2 1.3 9.20 11.27 8.33 5.35 3.18 1.79 0.98 0.52 0.27 0.14 0.07
Water Table Interval: Mead Street Single Planar SourceWidth 50TCE 170 ‐‐ ‐‐ 2.8 5 1.8 170.00 43.12 14.62 5.56 2.22 0.91 0.38 0.16 0.07 0.03 ‐‐DCE 120 ‐‐ ‐‐ 350 350 73 120.00 48.86 22.30 10.47 4.92 2.30 1.07 0.50 0.23 0.11 ‐‐VC 4.6 ‐‐ ‐‐ 1.6 0.2 1.3 4.60 21.95 17.11 11.04 6.53 3.67 1.99 1.05 0.54 0.28 ‐‐
Shallow Interval:BDC‐3‐40 Single Planar SourceWidth 50TCE 0.02 ‐‐ ‐‐ 2.8 5 ‐‐ 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00DCE 22 ‐‐ ‐‐ 350 350 ‐‐ 22.00 4.74 1.37 0.44 0.15 0.05 0.02 0.01 0.00 0.00 0.00VC 7.2 ‐‐ ‐‐ 1.6 0.2 ‐‐ 7.20 4.22 2.02 0.93 0.41 0.18 0.08 0.03 0.01 0.01 0.00
Shallow Interval: Mead Street Single Planar SourceWidth 50TCE 6.6 ‐‐ ‐‐ 2.8 5 ‐‐ 6.60 1.54 0.48 0.17 0.06 0.02 0.01 0.00 0.00 0.00 ‐‐DCE 14 ‐‐ ‐‐ 350 350 ‐‐ 14.00 3.85 1.37 0.53 0.21 0.09 0.04 0.01 0.01 0.00 ‐‐VC 0.68 ‐‐ ‐‐ 1.6 0.2 ‐‐ 0.68 2.09 1.33 0.72 0.37 0.18 0.09 0.04 0.02 0.01 ‐‐
Intermediate Interval: BDC‐3‐60 Single Planar SourceWidth 50TCE 0.02 ‐‐ ‐‐ 2.8 5 ‐‐ 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00DCE 2.3 ‐‐ ‐‐ 350 350 ‐‐ 2.30 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00VC 12 ‐‐ ‐‐ 1.6 0.2 ‐‐ 12.00 0.64 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Intermediate Interval: Mead Street Single Planar SourceWidth 50TCE 0.02 ‐‐ ‐‐ 2.8 5 ‐‐ 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ‐‐DCE 0.02 ‐‐ ‐‐ 350 350 ‐‐ 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ‐‐VC 5.4 ‐‐ ‐‐ 1.6 0.2 ‐‐ 5.40 0.24 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ‐‐
1 Screening levels from Remedial Investigation Report Table 5‐3. 2 MTCA Method A does not have table values for cis‐1,2 DCE. MTCA Method B values were used instead. All widths and heights in feet.All concentrations in ug/L (micrograms per liter). Bold values indicate concentrations below concentrations protective of surface water and indoor air, if applicable. Shaded cells indicated concentrations less than MTCA Method A table values. Source area heights: Water Table: 15 feet; Shallow and Intermediate: 20 feet. Distance from BDC‐3 to Duwamish is approxmately 1730 feet, and from Mead St to Duwamish is approximately 1550 feet.
Blaser RI/FS Appendix B
Table B5. Sensitivity AnalysisBlaser Die Casting, Seattle, Washington
Model Configurations Modeled Concentrations Down Gradient from Source Area (ug/L)Source Area Midpoint Duwamish
ConstituentBiotransformation
Half‐LifeSource
Concetration 0.00001 (ft) 173 (ft) 346 (ft) 519 (ft) 692 (ft) 865 (ft) 1038 (ft) 1211 (ft) 1384 (ft) 1557 (ft) 1730 (ft)
Single‐Planar Source Area Base Case Base Case With BiotransformationTCE 1.8 110 110.00 23.06 7.70 2.91 1.16 0.48 0.20 0.08 0.04 0.02 0.01DCE 1.6 60 60.00 22.74 10.70 5.12 2.44 1.15 0.54 0.25 0.12 0.05 0.02VC 1.7 9.2 9.20 11.27 8.33 5.35 3.18 1.79 0.98 0.52 0.27 0.14 0.07Base Case Without BiotransformationTCE ‐‐ 110 110.00 50.34 36.67 30.25 26.33 23.62 21.61 20.03 18.76 17.70 16.80DCE ‐‐ 60 60.00 27.46 20.00 16.50 14.36 12.88 11.78 10.93 10.23 9.66 9.17VC ‐‐ 9.2 9.20 4.21 3.07 2.53 2.20 1.98 1.81 1.68 1.57 1.48 1.41
Source Area Concentration Sensitivity5x Base Case Concentration With BiotransformationTCE 1.8 550 550.00 115.31 38.49 14.54 5.80 2.38 1.00 0.42 0.18 0.08 0.03DCE 1.6 300 300.00 113.68 53.50 25.61 12.19 5.75 2.70 1.26 0.58 0.27 0.12VC 1.7 46 46.00 56.34 41.66 26.77 15.90 8.97 4.89 2.59 1.35 0.69 0.355x Base Case Concentration Without BiotransformationTCE ‐‐ 550 550.00 251.69 183.35 151.23 131.63 118.10 108.03 100.16 93.79 88.50 84.02DCE ‐‐ 300 300.00 137.28 100.01 82.49 71.80 64.42 58.92 54.63 51.16 48.28 45.83VC ‐‐ 46 46.00 21.05 15.33 12.65 11.01 9.88 9.03 8.38 7.84 7.40 7.031/2 Base Case Concentration With BiotransformationTCE 1.8 55 55.00 11.53 3.85 1.45 0.58 0.24 0.10 0.04 0.02 0.01 0.00DCE 1.6 30 30.00 11.37 5.35 2.56 1.22 0.58 0.27 0.13 0.06 0.03 0.01VC 1.7 4.6 4.60 5.63 4.17 2.68 1.59 0.90 0.49 0.26 0.13 0.07 0.031/2 Base Case Concentration Without BiotransformationTCE ‐‐ 55 55.00 25.17 18.34 15.12 13.16 11.81 10.80 10.02 9.38 8.85 8.40DCE ‐‐ 30 30.00 13.73 10.00 8.25 7.18 6.44 5.89 5.46 5.12 4.83 4.58VC ‐‐ 4.6 4.60 2.11 1.53 1.26 1.10 0.99 0.90 0.84 0.78 0.74 0.70
Biotransformation Rate SensitivityBiotransformation Rate Sensitivity 5x Base Case Half‐Life TCE 9.0 110 110.00 42.35 25.96 18.02 13.20 9.96 7.67 5.98 4.71 3.74 2.99DCE 8.0 60 60.00 27.79 19.85 15.68 12.86 10.72 9.02 7.62 6.45 5.47 4.65VC 8.5 9.2 9.20 6.68 6.34 6.18 5.98 5.72 5.42 5.08 4.73 4.37 4.001/2 Base Case Half‐Life TCE 0.9 110 110.00 12.19 2.15 0.43 0.09 0.02 0.00 0.00 0.00 0.00 0.00DCE 0.8 60 60.00 15.45 4.07 1.04 0.26 0.06 0.02 0.00 0.00 0.00 0.00VC 0.9 9.2 9.20 10.97 4.74 1.67 0.53 0.16 0.05 0.01 0.00 0.00 0.00
All output concentrations ug/l.
Base Case k‐value uses geometric mean of all Water Table interval hydraulic test data.Bold values indicate concentrations below concentrations protective of surface water and indoor air, if applicable. Shaded cells indicated concentrations less than MTCA Method A table values.
1 Base Case longitudinal dispersivity value (31.5) calculated using Xu‐Eckstein method in BIOCHLOR with a plume length of 1,730 ft; vertical dispersivity is set to zero for all runs; lateral dispersivity is set to 10% of longitudinal dispersivity in all runs.
Blaser RI/FS Appendix B Page 1 of 3
Table B5. Sensitivity AnalysisBlaser Die Casting, Seattle, Washington
Model Configurations Modeled Concentrations Down Gradient from Source Area (ug/L)Source Area Midpoint Duwamish
ConstituentBiotransformation
Half‐LifeSource
Concetration 0.00001 (ft) 173 (ft) 346 (ft) 519 (ft) 692 (ft) 865 (ft) 1038 (ft) 1211 (ft) 1384 (ft) 1557 (ft) 1730 (ft)
Seepage Rate / Hydraulic Conductivity Sensitivity 10x Base Case k‐value With Biotransformation (748 ft/yr)TCE 1.8 110 110.00 46.11 30.77 23.25 18.54 15.24 12.77 10.85 9.30 8.04 7.00DCE 1.6 60 60.00 27.80 20.30 16.64 14.30 12.59 11.24 10.13 9.19 8.36 7.64VC 1.7 9.2 9.20 5.52 4.90 4.69 4.59 4.53 4.46 4.39 4.31 4.22 4.125x Base Case k‐value With Biotransformation (374 ft/yr)TCE 1.8 110 110.00 42.35 25.96 18.02 13.20 9.96 7.67 5.98 4.71 3.74 2.99DCE 1.6 60 60.00 27.79 19.85 15.68 12.86 10.72 9.02 7.62 6.45 5.47 4.65VC 1.7 9.2 9.20 6.68 6.34 6.18 5.98 5.72 5.42 5.08 4.73 4.37 4.005x Base Case k‐value Without Biotransformation (374 ft/yr)TCE ‐‐ 110 110.00 50.34 36.67 30.25 26.33 23.62 21.61 20.03 18.76 17.70 16.80DCE ‐‐ 60 60.00 27.46 20.00 16.50 14.36 12.88 11.78 10.93 10.23 9.66 9.17VC ‐‐ 9.2 9.20 4.21 3.07 2.53 2.20 1.98 1.81 1.68 1.57 1.48 1.41Seepage Rate 90th Percentile k‐value from All Data With Biotransformation (1181 ft/yr))TCE 1.8 110 110.00 47.60 32.79 25.58 21.06 17.86 15.45 13.55 12.00 10.71 9.61DCE 1.6 60 60.00 27.72 20.30 16.76 14.56 12.99 11.79 10.81 10.00 9.29 8.68VC 1.7 9.2 9.20 5.06 4.27 3.98 3.84 3.76 3.70 3.66 3.63 3.59 3.56Seepage Rate 90th Percentile k‐value from Slug Test Data With Biotransformation (299 ft/yr)TCE 1.8 110 110.00 40.63 23.89 15.90 11.17 8.09 5.97 4.47 3.38 2.57 1.97DCE 1.6 60 60.00 27.68 19.44 15.00 11.94 9.64 7.83 6.38 5.21 4.25 3.47VC 1.7 9.2 9.20 7.20 6.92 6.68 6.34 5.92 5.45 4.95 4.45 3.97 3.511/2 Base Case k‐value With Biotransformation (37.4 ft/yr)TCE 1.8 110 110.00 12.19 2.15 0.43 0.09 0.02 0.00 0.00 0.00 0.00 0.00DCE 1.6 60 60.00 15.45 4.07 1.04 0.26 0.06 0.02 0.00 0.00 0.00 0.00VC 1.7 9.2 9.20 10.97 4.74 1.67 0.53 0.16 0.05 0.01 0.00 0.00 0.001/2 Base Case k‐value Without Biotransformation (37.4 ft/yr)TCE ‐‐ 110 110.00 50.34 36.67 30.25 26.33 23.62 21.61 20.03 18.76 17.70 16.80DCE ‐‐ 60 60.00 27.46 20.00 16.50 14.36 12.88 11.78 10.93 10.23 9.66 9.17VC ‐‐ 9.2 9.20 4.21 3.07 2.53 2.20 1.98 1.81 1.68 1.57 1.48 1.411/10 Base Case k‐value With Biotransformation (7.5 ft/yr)TCE 1.8 110 110.00 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00DCE 1.6 60 60.00 0.97 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00VC 1.7 9.2 9.20 1.49 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
All output concentrations ug/l.
Base Case k‐value uses geometric mean of all Water Table interval hydraulic test data.Bold values indicate concentrations below concentrations protective of surface water and indoor air, if applicable. Shaded cells indicated concentrations less than MTCA Method A table values.
1 Base Case longitudinal dispersivity value (31.5) calculated using Xu‐Eckstein method in BIOCHLOR with a plume length of 1,730 ft; vertical dispersivity is set to zero for all runs; lateral dispersivity is set to 10% of longitudinal dispersivity in all runs.
Blaser RI/FS Appendix B Page 2 of 3
Table B5. Sensitivity AnalysisBlaser Die Casting, Seattle, Washington
Model Configurations Modeled Concentrations Down Gradient from Source Area (ug/L)Source Area Midpoint Duwamish
ConstituentBiotransformation
Half‐LifeSource
Concetration 0.00001 (ft) 173 (ft) 346 (ft) 519 (ft) 692 (ft) 865 (ft) 1038 (ft) 1211 (ft) 1384 (ft) 1557 (ft) 1730 (ft)
Dispersivity Sensitivity Analyses10x Base Case Alpha (x) Without Biotransformation (311) TCE ‐‐ 110 110.00 16.80 11.92 9.74 8.44 7.55 6.90 6.39 5.97 5.63 5.34DCE ‐‐ 60 60.00 9.17 6.50 5.31 4.60 4.12 3.76 3.48 3.26 3.07 2.91VC ‐‐ 9.2 9.20 1.41 1.00 0.81 0.71 0.63 0.58 0.53 0.50 0.47 0.4510x Base Case Alpha (x) With Biotransformation (311) TCE 1.8 110 110.00 10.42 4.58 2.32 1.25 0.69 0.39 0.22 0.13 0.08 0.04DCE 1.6 60 60.00 7.86 4.37 2.66 1.66 1.04 0.66 0.41 0.26 0.16 0.10VC 1.7 9.2 9.20 2.75 2.23 1.74 1.31 0.96 0.69 0.49 0.34 0.23 0.162x Base Case Alpha (x) Without Biotransformation (62.3) TCE ‐‐ 110 110.00 36.67 26.33 21.61 18.76 16.80 15.36 14.23 13.32 12.56 11.92DCE ‐‐ 60 60.00 20.00 14.36 11.78 10.23 9.17 8.38 7.76 7.26 6.85 6.50VC ‐‐ 9.2 9.20 3.07 2.20 1.81 1.57 1.41 1.28 1.19 1.11 1.05 1.002x Base Case Alpha (x) With Biotransformation (62.3) TCE 1.8 110 110.00 18.04 6.37 2.57 1.10 0.48 0.22 0.10 0.05 0.02 0.01DCE 1.6 60 60.00 16.59 8.08 4.10 2.08 1.05 0.53 0.27 0.13 0.07 0.03VC 1.7 9.2 9.20 7.65 5.74 3.86 2.42 1.46 0.85 0.48 0.27 0.15 0.081/2 Base Case Alpha (x) Without Biotransformation (15.575) TCE ‐‐ 110 110.00 67.22 50.34 41.92 36.67 33.00 30.25 28.08 26.33 24.86 23.62DCE ‐‐ 60 60.00 36.66 27.46 22.87 20.00 18.00 16.50 15.32 14.36 13.56 12.88VC ‐‐ 9.2 9.20 5.62 4.21 3.51 3.07 2.76 2.53 2.35 2.20 2.08 1.981/2 Base Case Alpha (x) With Biotransformation (15.575) TCE 1.8 110 110.00 29.36 9.60 3.49 1.33 0.52 0.21 0.09 0.03 0.01 0.01DCE 1.6 60 60.00 30.41 14.23 6.59 3.01 1.36 0.61 0.27 0.12 0.05 0.02VC 1.7 9.2 9.20 15.76 11.75 7.37 4.23 2.29 1.19 0.61 0.30 0.15 0.07
Retardation Factor Sensitivity Analyses2x Base Case R‐value With BiotransformationTCE 1 8 110 110 00 23 06 7 70 2 91 1 16 0 48 0 20 0 08 0 04 0 02 0 01TCE 1.8 110 110.00 23.06 7.70 2.91 1.16 0.48 0.20 0.08 0.04 0.02 0.01DCE 1.6 60 60.00 22.74 10.70 5.12 2.44 1.15 0.54 0.25 0.12 0.05 0.02VC 1.7 9.2 9.20 11.27 8.33 5.35 3.18 1.79 0.98 0.52 0.27 0.14 0.072x Base Case R‐value Without BiotransformationTCE ‐‐ 110 110.00 50.34 36.67 30.25 26.33 23.62 21.61 20.03 18.76 17.70 16.80DCE ‐‐ 60 60.00 27.46 20.00 16.50 14.36 12.88 11.78 10.93 10.23 9.66 9.17VC ‐‐ 9.2 9.20 4.21 3.07 2.53 2.20 1.98 1.81 1.68 1.57 1.48 1.411/2 Base Case R‐value With BiotransformationTCE 1.8 110 110.00 23.06 7.70 2.91 1.16 0.48 0.20 0.08 0.04 0.02 0.01DCE 1.6 60 60.00 22.74 10.70 5.12 2.44 1.15 0.54 0.25 0.12 0.05 0.02VC 1.7 9.2 9.20 11.27 8.33 5.35 3.18 1.79 0.98 0.52 0.27 0.14 0.071/2 Base Case R‐value Without BiotransformationTCE ‐‐ 110 110.00 50.34 36.67 30.25 26.33 23.62 21.61 20.03 18.76 17.70 16.80DCE ‐‐ 60 60.00 27.46 20.00 16.50 14.36 12.88 11.78 10.93 10.23 9.66 9.17VC ‐‐ 9.2 9.20 4.21 3.07 2.53 2.20 1.98 1.81 1.68 1.57 1.48 1.41
All output concentrations ug/l.
Base Case k‐value uses geometric mean of all Water Table interval hydraulic test data.Bold values indicate concentrations below concentrations protective of surface water and indoor air, if applicable. Shaded cells indicated concentrations less than MTCA Method A table values.
1 Base Case longitudinal dispersivity value (31.5) calculated using Xu‐Eckstein method in BIOCHLOR with a plume length of 1,730 ft; vertical dispersivity is set to zero for all runs; lateral dispersivity is set to 10% of longitudinal dispersivity in all runs.
Blaser RI/FS Appendix B Page 3 of 3
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BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
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Water Table Interval: BDC-3-WT Single Planar
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 23.063 7.698 2.909 1.160 0.477 0.200 0.085 0.036 0.016 0.007
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See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 22.736 10.699 5.122 2.438 1.151 0.540 0.252 0.117 0.054 0.025
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 11.269 8.331 5.353 3.179 1.795 0.977 0.518 0.269 0.138 0.069
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842.000
4.000
6.000
8.000
10.000
12.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Spatially-VaryingAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y1 Y2 Y33. ADSORPTION Width* (ft) 20 35 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 C2 C3 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0.000 0.000 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 25.000 5.000 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 25.000 25.000 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 3.000 6.000 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�Spatially�Variable�Source�
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Spatially Variable
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 31.231 22.420 18.400 15.976 14.311 13.078 12.117 11.341 10.697 10.151Biotransformation 110.0000 14.309 4.706 1.770 0.704 0.289 0.121 0.051 0.022 0.010 0.004
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
20.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval:�Spatially�Variable�Source�
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Spatially Variable
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 22.218 16.212 13.381 11.652 10.456 9.567 8.871 8.308 7.840 7.443Biotransformation 60.0000 16.285 7.246 3.365 1.571 0.732 0.340 0.157 0.073 0.033 0.015
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval:�Spatially�Variable�Source�
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Spatially Variable
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 3.588 2.634 2.179 1.900 1.706 1.561 1.448 1.357 1.281 1.216Biotransformation 9.2000 8.525 5.971 3.707 2.150 1.193 0.641 0.336 0.173 0.088 0.044
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13841.000
2.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval:�Spatially�Variable�Source�
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Spatially Variable
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Mead St Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 170.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 120.0 0
PCE 265 (L/kg) 5.64 (-) VC 4.6 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:��Mead�Street�Single�Planar�Source
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 120.000 66.437 49.169 40.778 35.594 31.987 29.293 27.182 25.470 24.045 22.836Biotransformation 120.0000 48.860 22.300 10.472 4.922 2.304 1.073 0.498 0.230 0.106 0.049
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
140.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 170.000 94.120 69.657 57.768 50.424 45.316 41.499 38.508 36.082 34.064 32.350Biotransformation 170.0000 43.122 14.622 5.556 2.222 0.915 0.384 0.163 0.070 0.030 0.013
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 138420.00040.00060.00080.000
100.000120.000140.000160.000180.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 4.600 2.547 1.885 1.563 1.364 1.226 1.123 1.042 0.976 0.922 0.875Biotransformation 4.6000 21.946 17.111 11.043 6.532 3.666 1.986 1.048 0.542 0.276 0.139
Monitoring Well Locations (ft)
Field Data from Site
0173 346 519 692 1038 1211 1384
5.000
10.000
15.000
20.000
25.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
5 9 692 1038 1211 13840.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: Mead St Single Planar Source
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 PGG-1 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 250 (ft) Test if
or Zone 1 Length* 250 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 2000.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 1800.0 0
PCE 265 (L/kg) 5.64 (-) VC 550.0 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.289 2.4 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�WT�Interval�PGG�1�8�13�Source�(Pre�interim�Action)
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
Paste
RestoreRUN
CENTERLINE Help
Natural Attenuation
L
W
or
RUN ARRAY
Zone 2=
C
RESET
Source Options
SEE
�HELP
Calc.
Water Table Interval: PGG-1 Single Planar (Pre-Interim Action)
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 25 50 75 100 125 150 175 200 225 250
No Degradation 2000.000 1781.939 1485.727 1290.320 1154.064 1052.868 974.092 910.589 858.018 813.578 775.376Biotransformation 1999.9999 1591.870 1185.683 919.903 735.003 599.030 495.095 413.453 348.029 294.804 250.992
Monitoring Well Locations (ft)
Field Data from Site
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
Return to Input
See PCE
See TCE
See DCE
To All
025
5075100
150175200225250
0.000
500.000
1000.000
1500.000
2000.000
2500.000
0 200 400 600 800 1000 1200 1400
Con
cent
ratio
n (u
g/L)
Distance From Source (ft.)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
To ArrayLog Linear
Prepare Animation
See VC
See ETH
Water Table Interval: PGG-1 Single Planar (Pre-Interim Action)
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 25 50 75 100 125 150 175 200 225 250
No Degradation 1800.000 1603.745 1337.154 1161.288 1038.658 947.582 876.683 819.531 772.216 732.220 697.838Biotransformation 1800.0000 1530.782 1212.350 995.892 839.359 719.208 623.098 544.000 477.582 420.995 372.264
Monitoring Well Locations (ft)
Field Data from Site
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
Return to Input
See PCE
See TCE
See DCE
To All
025
5075
100150175200225250
0.000200.000400.000600.000800.000
1000.0001200.0001400.0001600.0001800.0002000.000
0 200 400 600 800 1000 1200 1400
Con
cent
ratio
n (u
g/L)
Distance From Source (ft.)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
To ArrayLog Linear
Prepare Animation
See VC
See ETH
Water Table Interval: PGG-1 Single Planar (Pre-Interim Action)
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 25 50 75 100 125 150 175 200 225 250
No Degradation 550.000 490.033 408.575 354.838 317.368 289.539 267.875 250.412 235.955 223.734 213.228Biotransformation 550.0000 549.023 496.501 456.719 424.858 397.348 372.443 349.284 327.441 306.696 286.938
Monitoring Well Locations (ft)
Field Data from Site
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
Return to Input
See PCE
See TCE
See DCE
To All
025
5075
100150175200225250
0.000
100.000
200.000
300.000
400.000
500.000
600.000
0 200 400 600 800 1000 1200 1400
Con
cent
ratio
n (u
g/L)
Distance From Source (ft.)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
To ArrayLog Linear
Prepare Animation
See VC
See ETH
Water Table Interval: PGG-1 Single Planar (Pre-Interim Action)
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Shallow Interval- BDC-3 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 66.2 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 9.99E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE .02 0 View of Plume Looking DownPartition Coefficient Koc DCE 22.0 0
PCE 265 (L/kg) 5.64 (-) VC 7.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Shallow Interval:BDC-3-40 Single Planar Source
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Shallow Interval: BDC-3-40 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 0.020 0.011 0.008 0.007 0.006 0.005 0.005 0.005 0.004 0.004 0.004Biotransformation 0.0200 0.005 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13840.005
0.010
0.015
0.020
0.025
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 22.000 12.180 9.014 7.476 6.525 5.864 5.370 4.983 4.669 4.408 4.187Biotransformation 22.0000 4.741 1.366 0.441 0.150 0.052 0.019 0.007 0.002 0.001 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 13845.000
10.000
15.000
20.000
25.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 7.200 3.986 2.950 2.447 2.136 1.919 1.758 1.631 1.528 1.443 1.370Biotransformation 7.2000 4.224 2.024 0.927 0.412 0.180 0.077 0.033 0.014 0.006 0.002
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 13841.000
2.000
3.000
4.000
5.000
6.000
7.000
8.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Single Planar Source
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Shallow Interval- Mead ST 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 66.2 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 9.99E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 6.6 0 View of Plume Looking DownPartition Coefficient Koc DCE 14.0 0
PCE 265 (L/kg) 5.64 (-) VC 0.7 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Shallow Interval:Mead St Single Planar Source
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Shallow Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 345 518 690 863 1035 1208 1380 1553 1725
No Degradation 6.600 3.658 2.708 2.246 1.960 1.762 1.613 1.497 1.403 1.324 1.258Biotransformation 6.6000 1.536 0.478 0.166 0.061 0.023 0.009 0.003 0.001 0.001 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173345
518 690 1035 1208 13801.000
2.000
3.000
4.000
5.000
6.000
7.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 345 518 690 863 1035 1208 1380 1553 1725
No Degradation 14.000 7.760 5.744 4.764 4.158 3.737 3.422 3.176 2.976 2.809 2.668Biotransformation 14.0000 3.853 1.369 0.532 0.214 0.087 0.036 0.015 0.006 0.003 0.001
Monitoring Well Locations (ft)
Field Data from Site
0
173345
518 690 1035 1208 13802.000
4.000
6.000
8.000
10.000
12.000
14.000
16.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 345 518 690 863 1035 1208 1380 1553 1725
No Degradation 0.680 0.377 0.279 0.231 0.202 0.182 0.166 0.154 0.145 0.136 0.130Biotransformation 0.6800 2.091 1.329 0.724 0.369 0.181 0.086 0.041 0.019 0.009 0.004
Monitoring Well Locations (ft)
Field Data from Site
0173 345 518 690 1035
0.500
1.000
1.500
2.000
2.500
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
345 518 690 1035 1208 13800.000
0 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Single Planar Source
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Int. Interval-BDC-3 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 18.5 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 2.8E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE .02 0 View of Plume Looking DownPartition Coefficient Koc DCE 2.3 0
PCE 265 (L/kg) 5.64 (-) VC 12.0 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Intermediate Interval: BDC-3-60 Single Planar Source
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Intermediate Interval: BDC-3-60 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 0.020 0.011 0.008 0.007 0.006 0.005 0.005 0.005 0.004 0.004 0.004Biotransformation 0.0200 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13840.005
0.010
0.015
0.020
0.025
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: BDC-3-60 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 2.300 1.273 0.942 0.782 0.682 0.613 0.561 0.521 0.488 0.461 0.438Biotransformation 2.3000 0.090 0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 13840.500
1.000
1.500
2.000
2.500
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: BDC-3-60 Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 12.000 6.644 4.917 4.078 3.559 3.199 2.929 2.718 2.547 2.405 2.284Biotransformation 12.0000 0.643 0.044 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 13842.000
4.000
6.000
8.000
10.000
12.000
14.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: BDC-3-60 Single Planar Source
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Int. Interval 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 18.5 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 2.8E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE .02 0 View of Plume Looking DownPartition Coefficient Koc DCE .02 0
PCE 265 (L/kg) 5.64 (-) VC 5.4 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Intermediate Interval: Mead Street Single Planar Source
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Intermediate Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 0.020 0.011 0.008 0.007 0.006 0.005 0.005 0.005 0.004 0.004 0.004Biotransformation 0.0200 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13840.005
0.010
0.015
0.020
0.025
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 0.020 0.011 0.008 0.007 0.006 0.005 0.005 0.005 0.004 0.004 0.004Biotransformation 0.0200 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13840.005
0.010
0.015
0.020
0.025
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: Mead St Single Planar Source
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 5.400 2.990 2.213 1.835 1.602 1.439 1.318 1.223 1.146 1.082 1.028Biotransformation 5.4000 0.235 0.014 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 13841.000
2.000
3.000
4.000
5.000
6.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: Mead St Single Planar Source
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BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 2525.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 1388.75 0
PCE 265 (L/kg) 5.64 (-) VC 252.5 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source:�Remediation�Levels
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 2525.000 1155.468 841.750 694.261 604.310 542.167 495.941 459.824 430.598 406.318 385.731Biotransformation 2524.9999 529.396 176.697 66.771 26.629 10.946 4.587 1.949 0.836 0.361 0.157
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384500.000
1000.000
1500.000
2000.000
2500.000
3000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 1388.750 635.507 462.962 381.844 332.371 298.192 272.767 252.903 236.829 223.475 212.152Biotransformation 1388.7500 524.093 246.276 117.809 56.039 26.452 12.400 5.780 2.682 1.239 0.571
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384200.000
400.000
600.000
800.000
1000.000
1200.000
1400.000
1600.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 252.500 115.547 84.175 69.426 60.431 54.217 49.594 45.982 43.060 40.632 38.573Biotransformation 252.5000 268.111 194.604 124.219 73.535 41.429 22.537 11.944 6.203 3.170 1.599
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138450.000
100.000
150.000
200.000
250.000
300.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Source Area Single Planar: Remediation Levels
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Mead St Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 985.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 689.5 0
PCE 265 (L/kg) 5.64 (-) VC 29.6 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:��Mead�Street�Single�Planar�Source:�Remediation�Levels
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 987.000 546.447 404.418 335.396 292.757 263.096 240.937 223.572 209.490 197.772 187.823Biotransformation 987.0000 250.363 84.894 32.257 12.900 5.312 2.229 0.947 0.407 0.176 0.077
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384200.000
400.000
600.000
800.000
1000.000
1200.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 690.900 382.513 283.092 234.777 204.930 184.168 168.656 156.501 146.643 138.440 131.476Biotransformation 690.9000 282.321 129.049 60.653 28.521 13.355 6.224 2.888 1.335 0.615 0.283
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 1384100.000
200.000
300.000
400.000
500.000
600.000
700.000
800.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 29.550 16.360 12.108 10.041 8.765 7.877 7.213 6.694 6.272 5.921 5.623Biotransformation 29.5500 127.177 98.940 63.835 37.762 21.199 11.485 6.063 3.137 1.598 0.804
Monitoring Well Locations (ft)
Field Data from Site
0173 346 519 692 1038 1211 1384
20.000
40.000
60.000
80.000
100.000
120.000
140.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
69 1038 1211 13840.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: Mead ST Source Area Single Planar: Remediation Levels
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Shallow Interval- BDC-3 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 66.2 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 9.99E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 3860.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 2123.0 0
PCE 265 (L/kg) 5.64 (-) VC 386.0 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Shallow Interval:BDC-3-40 Single Planar Source: Remediation Levels
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Shallow Interval: BDC-3-40 Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 3860.000 2137.069 1581.613 1311.679 1144.927 1028.928 942.267 874.355 819.283 773.455 734.546Biotransformation 3859.9998 895.246 277.555 96.427 35.259 13.274 5.092 1.980 0.777 0.307 0.122
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 1384500.000
1000.0001500.0002000.0002500.0003000.0003500.0004000.0004500.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.000500.000
0 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 2123.000 1175.388 869.887 721.424 629.710 565.911 518.247 480.895 450.606 425.400 404.000Biotransformation 2123.0000 939.999 420.304 187.600 82.717 36.077 15.599 6.698 2.861 1.216 0.515
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 1384500.000
1000.000
1500.000
2000.000
2500.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 386.000 213.707 158.161 131.168 114.493 102.893 94.227 87.436 81.928 77.346 73.455Biotransformation 386.0001 503.554 351.778 211.212 116.667 61.088 30.813 15.119 7.263 3.430 1.598
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384100.000
200.000
300.000
400.000
500.000
600.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: BDC-3-40 Source Area Single Planar: Remediation Levels
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Shallow Interval- Mead ST 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 66.2 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 9.99E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 1735.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 1214.5 0
PCE 265 (L/kg) 5.64 (-) VC 52.1 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Shallow Interval:Mead ST Single Planar Source: Remediation Levels
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Shallow Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 1735.000 960.574 710.906 589.576 514.624 462.485 423.532 393.007 368.253 347.654 330.165Biotransformation 1734.9999 402.397 124.756 43.342 15.848 5.966 2.289 0.890 0.349 0.138 0.055
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 1384200 000400.000600.000800.000
1000.0001200.0001400.0001600.0001800.0002000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.000200.000
0 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 1214.500 672.401 497.635 412.703 360.237 323.739 296.472 275.105 257.777 243.358 231.116Biotransformation 1214.5000 478.566 205.058 89.530 38.948 16.834 7.232 3.090 1.315 0.557 0.236
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 1384200.000
400.000
600.000
800.000
1000.000
1200.000
1400.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 52.050 28.817 21.327 17.687 15.439 13.875 12.706 11.790 11.048 10.430 9.905Biotransformation 52.0500 229.624 167.955 101.119 55.611 28.959 14.532 7.098 3.396 1.598 0.742
Monitoring Well Locations (ft)
Field Data from Site
0173 346 519
50.000
100.000
150.000
200.000
250.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
173 346 519 692 1038 1211 13840.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Shallow Interval: Mead ST Source Area Single Planar: Remediation Levels
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Int. Interval-BDC-3 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 18.5 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 2.8E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 100000.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 55000.0 0
PCE 265 (L/kg) 5.64 (-) VC 10000.0 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: ntermediate Interval: BDC-3-60 Single Planar Source: Remediation Levels
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Intermediate Interval: BDC-3-60 Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation ######### 55364.471 40974.438 33981.324 29661.321 26656.178 24411.059 22651.694 21224.941 20037.701 19029.690Biotransformation ######### 4612.758 284.428 19.653 1.429 0.107 0.008 0.001 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420000.000
40000.000
60000.000
80000.000
100000.000
120000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: BDC-3-60 Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 55000.000 30450.459 22535.941 18689.728 16313.727 14660.898 13426.083 12458.432 11673.718 11020.736 10466.330Biotransformation ######### 7917.987 764.804 68.775 5.967 0.507 0.043 0.004 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 138410000.000
20000.000
30000.000
40000.000
50000.000
60000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: BDC-3-60 Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 10000.000 5536.447 4097.444 3398.132 2966.132 2665.618 2441.106 2265.169 2122.494 2003.770 1902.969Biotransformation ######### 7980.241 1311.734 165.893 18.538 1.926 0.191 0.018 0.002 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842000.000
4000.000
6000.000
8000.000
10000.000
12000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: BDC-3-60 Source Area Single Planar: Remediation Levels
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 Int. Interval 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 18.5 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 2.8E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 20 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 50Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 100000.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 70000.0 0
PCE 265 (L/kg) 5.64 (-) VC 3000.0 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.423 1.64 0.64 Date Data Collected 2010VC ETH 0.398 1.74 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run Description: Intermediate Interval: Mead Street Single Planar Source: Remediation Levels
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Intermediate Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation ######### 55364.471 40974.438 33981.324 29661.321 26656.178 24411.059 22651.694 21224.941 20037.701 19029.690Biotransformation ######### 4612.758 284.428 19.653 1.429 0.107 0.008 0.001 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420000.000
40000.000
60000.000
80000.000
100000.000
120000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 70000.000 38755.130 28682.106 23786.927 20762.925 18659.324 17087.741 15856.186 14857.459 14026.391 13320.783Biotransformation ######### 8494.739 794.448 70.482 6.071 0.514 0.043 0.004 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 138410000.000
20000.000
30000.000
40000.000
50000.000
60000.000
70000.000
80000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
0.0000 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: Mead ST Source Area Single Planar: Remediation Levels
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 3000.000 1660.934 1229.233 1019.440 889.840 799.685 732.332 679.551 636.748 601.131 570.891Biotransformation 3000.0059 8481.042 1381.960 172.818 19.154 1.978 0.195 0.019 0.002 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173 346 519 692 1038 1211 13841000.0002000.0003000.0004000.0005000.0006000.0007000.0008000.0009000.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
519 692 1038 1211 13840.000
1000.000
0 200 400 600 800 1000 1200 1400
C
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
See ETH
Intermediate Interval: Mead ST Source Area Single Planar: Remediation Levels
�
�
�
�
�
�
�
SENSITIVITY ANALYSIS BIOCHLOR FORMS
Source Area Concentrations
� �
[This Page Intentionally Left Blank]
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 550.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 300.0 0
PCE 265 (L/kg) 5.64 (-) VC 46.0 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�5x�Base�Case�Concentration�With�&�Without�Biotransformation
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 5X Source Area Concentration
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 550.000 251.686 183.351 151.225 131.632 118.096 108.027 100.160 93.794 88.505 84.021Biotransformation 550.0000 115.314 38.488 14.544 5.800 2.384 0.999 0.424 0.182 0.079 0.034
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384100.000
200.000
300.000
400.000
500.000
600.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Source Area Concentration
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 300.000 137.283 100.010 82.486 71.799 64.416 58.924 54.632 51.160 48.275 45.829Biotransformation 300.0000 113.678 53.497 25.610 12.188 5.755 2.698 1.258 0.584 0.270 0.124
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138450.000
100.000
150.000
200.000
250.000
300.000
350.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Source Area Concentration
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 46.000 21.050 15.335 12.648 11.009 9.877 9.035 8.377 7.845 7.402 7.027Biotransformation 46.0000 56.345 41.655 26.765 15.896 8.973 4.887 2.592 1.347 0.689 0.347
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Source Area Concentration
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 55.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 30.0 0
PCE 265 (L/kg) 5.64 (-) VC 4.6 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�5x�Base�Case�Concentration�With�&�Without�Biotransformation
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Source Area Concentration
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 55.000 25.169 18.335 15.123 13.163 11.810 10.803 10.016 9.379 8.850 8.402Biotransformation 55.0000 11.531 3.849 1.454 0.580 0.238 0.100 0.042 0.018 0.008 0.003
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Source Area Concentration
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 30.000 13.728 10.001 8.249 7.180 6.442 5.892 5.463 5.116 4.828 4.583Biotransformation 30.0000 11.368 5.350 2.561 1.219 0.575 0.270 0.126 0.058 0.027 0.012
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13845.000
10.000
15.000
20.000
25.000
30.000
35.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Source Area Concentration
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 4.600 2.105 1.533 1.265 1.101 0.988 0.903 0.838 0.784 0.740 0.703Biotransformation 4.6000 5.634 4.166 2.677 1.590 0.897 0.489 0.259 0.135 0.069 0.035
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13841.000
2.000
3.000
4.000
5.000
6.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Source Area Concentration
�
�
�
�
�
�
�
SENSITIVITY ANALYSIS BIOCHLOR FORMS
Biotransformation Rate�� �
[This Page Intentionally Left Blank]
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.077 9 0.74 Distance from Source (ft)DCE VC 0.087 8 0.64 Date Data Collected 2010VC ETH 0.082 8.5 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source,�Biotransformation�Rate�Sensitivity�5X�Half�Life
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 5X Biotransformation Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 42.354 25.962 18.017 13.195 9.961 7.667 5.981 4.713 3.742 2.989
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Biotransformation Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 27.788 19.846 15.684 12.858 10.720 9.015 7.617 6.452 5.473 4.646
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Biotransformation Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 6.679 6.340 6.176 5.978 5.724 5.421 5.085 4.729 4.365 4.003
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
1.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Biotransformation Rate
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.770 0.9 0.74 Distance from Source (ft)DCE VC 0.866 0.8 0.64 Date Data Collected 2010VC ETH 0.815 0.85 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source,�Biotransformation�Rate�Sensitivity�0.5X�Half�Life
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Biotransformation Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 12.188 2.150 0.429 0.090 0.020 0.004 0.001 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Biotransformation Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 15.446 4.067 1.044 0.262 0.065 0.016 0.004 0.001 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Biotransformation Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 10.973 4.738 1.670 0.531 0.159 0.045 0.013 0.003 0.001 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842.000
4.000
6.000
8.000
10.000
12.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Biotransformation Rate
�
�
�
�
�
�
SENSITIVITY ANALYSIS BIOCHLOR FORMS
Seepage Rate
[This Page Intentionally Left Blank]
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 748.2 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-01 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�Seepage�Rate�/�Hydraulic�Conductivity�Sensitivity�10X�Base�Case�w/�Biotransformation
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 10X Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 46.113 30.775 23.253 18.542 15.239 12.770 10.847 9.305 8.044 6.995
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 10X Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 27.797 20.296 16.640 14.298 12.589 11.243 10.132 9.187 8.365 7.639
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 10X Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 5.518 4.895 4.692 4.594 4.525 4.461 4.390 4.310 4.221 4.121
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
1.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 10X Seepage Rate
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 374.1 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 5.65E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�Seepage�Rate�/�Hydraulic�Conductivity�Sensitivity�5X�Base�Case�
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 5X Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 42.354 25.962 18.017 13.195 9.961 7.667 5.981 4.713 3.742 2.989
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 27.788 19.846 15.684 12.858 10.720 9.015 7.617 6.452 5.473 4.646
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 6.679 6.340 6.176 5.978 5.724 5.421 5.085 4.729 4.365 4.003
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
1.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 5X Seepage Rate
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 1180.7 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.78E-01 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�Seepage�Rate�/�Hydraulic�Conductivity�Sensitivity�90th�percential�All�data�
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 90th percentile All Data; Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 47.603 32.795 25.579 21.056 17.865 15.454 13.550 12.000 10.708 9.613
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 90th percentile All Data; Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 27.719 20.296 16.760 14.556 12.990 11.787 10.814 9.997 9.295 8.677
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 90th percentile All Data; Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 5.056 4.269 3.978 3.837 3.756 3.704 3.664 3.629 3.595 3.560
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
1.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 90th percentile All Data; Seepage Rate
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 299.3 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 4.52E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�Seepage�Rate�/�Hydraulic�Conductivity�Sensitivity�90th�percential�Slug�data�
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 90th percentile Slug Test Data; Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 47.603 32.795 25.579 21.056 17.865 15.454 13.550 12.000 10.708 9.613
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 90th percentile Slug Test Data; Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 27.719 20.296 16.760 14.556 12.990 11.787 10.814 9.997 9.295 8.677
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 90th percentile Slug Test Data; Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 5.056 4.269 3.978 3.837 3.756 3.704 3.664 3.629 3.595 3.560
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
1.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 90th percentile Slug Test Data; Seepage Rate
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 37.4 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 5.65E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�Seepage�Rate�/�Hydraulic�Conductivity�Sensitivity�1/2�Base�Case
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 1/2 Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 12.188 2.150 0.429 0.090 0.020 0.004 0.001 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 15.446 4.067 1.044 0.262 0.065 0.016 0.004 0.001 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 10.973 4.738 1.670 0.531 0.159 0.045 0.013 0.003 0.001 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842.000
4.000
6.000
8.000
10.000
12.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 Seepage Rate
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 7.5 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-03 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�Seepage�Rate�/�Hydraulic�Conductivity�Sensitivity�1/10�Base�Case
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 1/10 Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.604 20.027 18.737 17.624 16.567Biotransformation 110.0000 0.421 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/10 Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.784 10.924 10.220 9.613 9.037Biotransformation 60.0000 0.971 0.009 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/10 Seepage Rate
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.567 1.474 1.386Biotransformation 9.2000 1.488 0.024 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
1.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/10 Seepage Rate
�
�
�
�
�
�
SENSITIVITY ANALYSIS BIOCHLOR FORMS
Dispersivity
[This Page Intentionally Left Blank]
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 311.5 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�10x�Base�Case�Alpha�(x)
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 10X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 36.670 26.326 21.605 18.759 16.804 15.356 14.227 13.316 12.559 11.919Biotransformation 110.0000 18.044 6.375 2.574 1.100 0.485 0.218 0.099 0.046 0.021 0.010
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 1384
20.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 10X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 20.002 14.360 11.785 10.232 9.166 8.376 7.760 7.263 6.851 6.501Biotransformation 60.0000 16.591 8.078 4.095 2.081 1.053 0.530 0.266 0.133 0.066 0.033
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 10X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 3.067 2.202 1.807 1.569 1.405 1.284 1.190 1.114 1.050 0.997Biotransformation 9.2000 7.647 5.739 3.857 2.424 1.457 0.848 0.482 0.269 0.147 0.080
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13841.000
2.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 10X Dispersivity
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 62.3 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�2x�Base�Case�Alpha�(x)
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 2X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 67.217 50.337 41.921 36.670 32.998 30.245 28.083 26.326 24.863 23.619Biotransformation 110.0000 29.356 9.601 3.492 1.334 0.524 0.210 0.085 0.035 0.014 0.006
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 2X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 36.664 27.457 22.866 20.002 17.999 16.497 15.318 14.360 13.562 12.883Biotransformation 60.0000 30.415 14.226 6.588 3.007 1.357 0.607 0.270 0.119 0.052 0.023
Monitoring Well Locations (ft)
Field Data from Site
0
173346
519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 2X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 5.622 4.210 3.506 3.067 2.760 2.530 2.349 2.202 2.079 1.975Biotransformation 9.2000 15.762 11.754 7.375 4.229 2.292 1.195 0.605 0.300 0.146 0.070
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842.000
4.0006.0008.000
10.00012.00014.00016.00018.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 2X Dispersivity
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 15.575 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.43 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�0.5x�Base�Case�Alpha�(x)
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 16.804 11.919 9.742 8.441 7.552 6.896 6.385 5.973 5.632 5.344Biotransformation 110.0000 10.416 4.579 2.320 1.246 0.691 0.391 0.224 0.130 0.076 0.045
Monitoring Well Locations (ft)
Field Data from Site
0
173 346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
1038 1211 13840.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 9.166 6.501 5.314 4.604 4.119 3.761 3.483 3.258 3.072 2.915Biotransformation 60.0000 7.859 4.375 2.664 1.662 1.045 0.658 0.415 0.261 0.164 0.103
Monitoring Well Locations (ft)
Field Data from Site
0
173 346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
1038 1211 13840.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Dispersivity
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 1.405 0.997 0.815 0.706 0.632 0.577 0.534 0.500 0.471 0.447Biotransformation 9.2000 2.750 2.232 1.743 1.312 0.960 0.688 0.485 0.337 0.232 0.158
Monitoring Well Locations (ft)
Field Data from Site
0
173 346 519 692 1038 1211 13841.0002.0003.0004.0005.0006.0007.0008.0009.000
10.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
1038 1211 13840.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Dispersivity
�
�
�
�
�
�
SENSITIVITY ANALYSIS BIOCHLOR FORMS
Retardation Factor
�
[This Page Intentionally Left Blank]
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 1.00 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�0.5x�Base�Case�R�value
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Retardation Factor
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 23.063 7.698 2.909 1.160 0.477 0.200 0.085 0.036 0.016 0.007
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Retardation Factor
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 22.736 10.699 5.122 2.438 1.151 0.540 0.252 0.117 0.054 0.025
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Retardation Factor
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 11.269 8.331 5.353 3.179 1.795 0.977 0.518 0.269 0.138 0.069
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842.000
4.000
6.000
8.000
10.000
12.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 1/2 X Retardation Factor
BIOCHLOR Natural Attenuation Decision Support System BDC RI / FS Data Input Instructions:Version 2.2 BDC-3 Source Area 115 1. Enter value directly....orExcel 2000 Run Name 2. Calculate by filling in gray
TYPE OF CHLORINATED SOLVENT: Ethenes 5. GENERAL 0.02 cells. Press Enter, then Ethanes Simulation Time* 500 (yr) (To restore formulas, hit "Restore Formulas" button )
1. ADVECTION Modeled Area Width* 300 (ft) Variable* Data used directly in model. Seepage Velocity* Vs 74.8 (ft/yr) Modeled Area Length* 1730 (ft) Test if
or Zone 1 Length* 1730 (ft) BiotransformationHydraulic Conductivity K 1.13E-02 (cm/sec) Zone 2 Length* 0 (ft) is OccurringHydraulic Gradient i 0.0016 (ft/ft)Effective Porosity n 0.25 (-) 6. SOURCE DATA TYPE: Continuous2. DISPERSION Single PlanarAlpha x* 31.15 (ft)(Alpha y) / (Alpha x)* 1.E-01 (-) Source Thickness in Sat. Zone* 15 (ft)(Alpha z) / (Alpha x)* 1.E-99 (-) Y13. ADSORPTION Width* (ft) 40Retardation Factor* R ks*
or Conc. (mg/L)* C1 (1/yr)Soil Bulk Density, rho 1.51 (kg/L) PCE .0 0FractionOrganicCarbon, foc 2.9E-3 (-) TCE 110.0 0 View of Plume Looking DownPartition Coefficient Koc DCE 60.0 0
PCE 265 (L/kg) 5.64 (-) VC 9.2 0 Observed Centerline Conc. at Monitoring Wells TCE 94 (L/kg) 2.65 (-) ETH 0 0DCE 36 (L/kg) 1.62 (-) VC 19 (L/kg) 1.33 (-) 7. FIELD DATA FOR COMPARISONETH 19 (L/kg) 1.33 (-) PCE Conc. (mg/L)
Common R (used in model)* = 2.86 TCE Conc. (mg/L)4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L)Zone 1 �� (1/yr) half-life (yrs) Yield VC Conc. (mg/L)
PCE TCE 0.578 1.2 0.79 ETH Conc. (mg/L)TCE DCE 0.385 1.8 0.74 Distance from Source (ft)DCE VC 0.433 1.6 0.64 Date Data Collected 2010VC ETH 0.408 1.7 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 �� (1/yr) half-life (yrs)PCE TCE 0.000TCE DCE 0.000DCE VC 0.000VC ETH 0.000
Run�Description:�Water�Table�Interval:�BDC�3�WT�Single�Planar�Source;�2x�Base�Case�R�value
Vertical Plane Source: Determine Source Well Location and Input Solvent Concentrations
L
W
or
Zone 2=
�HELP
Paste Example
RestoreFormulas
RUN CENTERLINE Help
Natural AttenuationScreening Protocol
RUN ARRAY
C
RESET
Source Options
SEE OUTPUT
Calc.Alpha x
Water Table Interval: BDC-3-WT Single Planar: 2X Retardation Factor
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)TCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 110.000 50.337 36.670 30.245 26.326 23.619 21.605 20.032 18.759 17.701 16.804Biotransformation 110.0000 23.063 7.698 2.909 1.160 0.477 0.200 0.085 0.036 0.016 0.007
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138420.000
40.000
60.000
80.000
100.000
120.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 2X Retardation Factor
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)DCE 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 60.000 27.457 20.002 16.497 14.360 12.883 11.785 10.926 10.232 9.655 9.166Biotransformation 60.0000 22.736 10.699 5.122 2.438 1.151 0.540 0.252 0.117 0.054 0.025
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 138410.000
20.000
30.000
40.000
50.000
60.000
70.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 2X Retardation Factor
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mg/L) at Z=0
Distance from Source (ft)VC 0 173 346 519 692 865 1038 1211 1384 1557 1730
No Degradation 9.200 4.210 3.067 2.530 2.202 1.975 1.807 1.675 1.569 1.480 1.405Biotransformation 9.2000 11.269 8.331 5.353 3.179 1.795 0.977 0.518 0.269 0.138 0.069
Monitoring Well Locations (ft)
Field Data from Site
0
173346 519 692 1038 1211 13842.000
4.000
6.000
8.000
10.000
12.000
Con
cent
ratio
n (u
g/L)
No Degradation/Production Sequential 1st Order Decay Field Data from Site
See PCE
See TCE
See DCE
See VC
See ETH
Time:500.0 Years
Run�Description:�Water�Table�Interval�Base�Case��Single�Planar
0.0000 200 400 600 800 1000 1200 1400
Distance From Source (ft.)
Log Linear
Return to Input To All To ArrayPrepare Animation
Water Table Interval: BDC-3-WT Single Planar: 2X Retardation Factor
Blaser Die Casting Remedial Investigation AUGUST 2, 2012
APPENDIX C BORING LOGS
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Not Logged
Above ground steel monument withbollards. Locking compression wellcap. 2-inch diameter riser pipe stickup ~1 ft.0 - 1.5 ft: Concrete seal
-1 to 5.5 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 5 ft: 3/8-inch bentonite chips
5 - 16 ft: 10/20 Colorado silica sand
5.5 - 15.5 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
15.5 - 15.8 ft: 2-inch diameter PVCend cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
227 S Orcas StSeattle, WA
172280-1730T24N R4W S20; NE1/4 of SW1/4
N 204861.78 ft, E 1270566.85 ft
G. Wallace
ESN NWHSA
APJ8158.00 ft bmp 2/1/2008
17.08 ftNAVD 88
1/3/2008Pacific Groundwater Group
BDC-1-WT
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Not LoggedFlush grade steel monument. Locking compression well cap. 2-inchdiameter riser pipe.
0 - 1.5 ft: Concrete seal
-1 to 7 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 5 ft: 3/8-inch bentonite chips
5 - 16 ft: 10/20 Colorado silica sand
6 - 16 ft: 2-inch diameter PVC screen, 0.01-inch slot size
16 ft: 2-inch diameter PVC end cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204731.51 ft, E 1270581.74 ft
G. Wallace
ESN NWHSA
APJ8166.74 ft bmp 2/1/2008
15.73 ftNAVD 88
1/3/2008Pacific Groundwater Group
BDC-2-WT
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
PEA GRAVEL
Moist to saturated, brown to gray,medium SAND
Flush grade steel monument. Locking compression well cap. 2-inchdiameter riser pipe.
0 - 1.5 ft: Concrete seal
-1 to 7 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 6 ft: 3/8-inch bentonite chips
6 - 12 ft: 10/20 Colorado silica sand
7 - 12 ft: 2-inch diameter PVC screen, 0.01-inch slot size
12ft: PVC End Cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204757.71 ft, E 1270624.86 ft
G. Wallace
ESN NWHSA
APJ8176.22 ft bmp 2/1/2008
15.29 ftNAVD 88
1/3/2008Pacific Groundwater Group
BDC-3-WT
0
5
10
15
20
25
30
35
40
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
See BDC-3-60Flush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.30 ft.0 - 1 ft: Concrete
0.30 - 29.2 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1 - 18 ft: 3/8-inch bentonite chips
28 - 40 ft: Colorado silica sand 10/20filter pack
29.2 - 39.2 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
39.2 - 39.5 ft: 2-inch diameter pointed PVC end cap
6.60 ft (bgs): Depth to water at time of drilling
18 - 28 ft: 3/8-inch bentonite pellets
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204754.04 ft, E 1270621.17 ft
G. Mutti
Environmental WestSonic
BAS4006.38 ft bmp 2/1/2008
15.06 ftNAVD 88
4/14/2009Pacific Groundwater Group
BDC-3-40
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Moist, brown, GRAVEL (fill); poorlysorted, concrete clasts present
Moist, brown, fine SAND
Moist, gray mottled, SILT4.25 - 5.6 ft: slighlty fine sandy, SILT;sand content increasing with depth toa fine sandy SILT
Moist, dark gray, fine SAND; red andwhite sand grains present
11.5 - 11.75 ft: Wet, dark gray, slightly silty, very fine SAND; 2-inch woodchip present
21 - 21.5 ft: Local interbedded siltlayers, layer thickness up to 0.5-inch22 - 23.75 ft: fine-to-medium SAND24.2 ft: 1-inch fine-to-medium sandlayer
Wet, gray-brown, SILT24.2 ft: 1-inch fine-to-medium sandlayer
Wet, dark gray, silty, fine SAND
Wet, dark gray, fine SAND; abundantwood debris, also broken shells morecommon (26 - 29 ft)26 - 26.75 ft: fine-to-medium SAND
Flush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.26 ft.
0 - 1 ft: Concrete
0.26 - 49.6 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
1 - 43.5 ft: Grout seal
6.50 ft (bgs): Depth to water at time of drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204760.84 ft, E 1270620.44 ft
G. Mutti
Environmental WestSonic
BAS3996.45 ft bmp 2/1/2008
15.14 ftNAVD 88
4/13/2009Pacific Groundwater Group
BDC-3-60
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
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Drilling Firm:Drilling Method:
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Dep
th (f
t)
Description Well Construction
Gra
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28.5 - 29 ft: medium SAND; Red andwhite sand clasts present29 - 44 ft: fine-to-medium SAND;wood debris less common withincreasing depth
44 - 45.75 ft: trace to slightly silty, fineSAND
45.75 - 49 ft: fine SAND
Wet, dark gray, slightly very-finesandy, SILT
Wet, dark gray, fine-to-medium SAND; red and white grains present
56.1 ft: 1-inch silt layer
Wet, dark gray, very-fine SAND; redand white grains present.57.3 - 58 ft: fine SAND
Wet, dark gray, interbedded SILT withvery-fine SAND; abundant wood
Borehole diameter 8.5 inches
48 - 60 ft: Colorado silica sand 10/20filter pack
49.6 - 59.6 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
59.6 - 59.9 ft: 2-inch diameter pointed PVC end cap
43.5 - 48 ft: 3/8-inch bentonite pellets
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204760.84 ft, E 1270620.44 ft
G. Mutti
Environmental WestSonic
BAS3996.45 ft bmp 2/1/2008
15.14 ftNAVD 88
4/13/2009Pacific Groundwater Group
BDC-3-60
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
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Drilling Firm:Drilling Method:
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Dep
th (f
t)
Description Well Construction
Gra
phic
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t
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Brown, silty SAND
Moist to saturated, gray, silty SAND
Flush grade steel monument. Locking compression well cap. 2-inchdiameter riser pipe.
0 - 1.5 ft: Concrete seal
0.25 to 6 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 5 ft: 3/8-inch bentonite chips
5 - 16 ft: 10/20 Colorado silica sand
6 - 16 ft: 2-inch diameter PVC screen, 0.01-inch slot size
16 ft: 2-inch diameter PVC end cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204879.02 ft, E 1270776.02 ft
G. Wallace
ESN NWHSA
APJ8188.50 ft bmp 2/1/2008
15.29 ftNAVD 88
1/3/2008Pacific Groundwater Group
BDC-4-WT
0
5
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15
20
25
30
MP Elevation:
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Drilling Firm:Drilling Method:
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Dep
th (f
t)
Description Well Construction
Gra
phic
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Uni
t
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/Att
Moist to saturated, brown, silty SANDFlush grade steel monument. Locking compression well cap. 2-inchdiameter riser pipe.
0 - 1.5 ft: Concrete seal
0.25 to 9 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 7 ft: 3/8-inch bentonite chips
7 - 19 ft: 10/20 Colorado silica sand
9 - 19 ft: 2-inch diameter PVC screen, 0.01-inch slot size
19ft: 2-inch diameter PVC end cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204650.84 ft, E 1270453.01 ft
G. Wallace
ESN NWHSA
APJ8199.47 ft bmp 2/1/2008
18.25 ftNAVD 88
1/4/2008Pacific Groundwater Group
BDC-6-WT
0
5
10
15
20
25
30
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Dep
th (f
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Description Well Construction
Gra
phic
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Uni
t
V. Datum:
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/Att
Moist, brown, silty SAND
Saturated, gray, silty SAND
Flush grade steel monument. Locking compression well cap. 2-inchdiameter riser pipe.
0 - 1.5 ft: Concrete seal
0.25 to 19 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 17 ft: 3/8-inch bentonite chips
17 - 29 ft: 10/20 Colorado silica sand
19 - 29 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
29 ft: 2-inch diameter PVC end cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204651.40 ft, E 1270450.77 ft
G. Wallace
ESN NWHSA
APJ8209.41 ft bmp 2/1/2008
18.25 ftNAVD 88
1/4/2008Pacific Groundwater Group
BDC-6-30
[This Page Intentionally Left Blank]
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Flush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.62 ft.
0 - 2 ft: Concrete seal
0.62 - 48.4 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
2 - 47 ft: 3/8-inch bentonite chips
10.69 ft (bgs): Depth to water at timeof drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204650.36 ft, E 1270458.37 ft
G. Mutti
Cascade Drilling, Inc.HSA, wood plug
BBL8569.81 ft bmp 6/2/2009
18.20 ftNAVD 88
4/28/2009Pacific Groundwater Group
BDC-6-60
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
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Dep
th (f
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Description Well Construction
Gra
phic
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52.5 ft: no recovery
55ft: Wet, gray, silty fine SAND
57.5 ft: Wet, dark gray, fine SAND;trace very fine sand
Borehole diameter 8.5 inches
47 - 60 ft: Monterey Beach sand 2/12filter pack
48.4 - 58.4 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
58.4 - 58.7 ft: 2-inch diameter PVCend cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204650.36 ft, E 1270458.37 ft
G. Mutti
Cascade Drilling, Inc.HSA, wood plug
BBL8569.81 ft bmp 6/2/2009
18.20 ftNAVD 88
4/28/2009Pacific Groundwater Group
BDC-6-60
0
5
10
15
20
25
30
35
40
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
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V. Datum:
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36.5 ft: Split spoon sample notcollected due to low overhead powerlines. Sediments observed on thebottom-most auger flight were wet,gray, fine SAND with organics and siltstringers present.
Flush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.23 ft.0 - 1.5 ft: Concrete seal
0.23 - 29.9 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
1.5 - 28 ft: 3/8-inch bentonite chips
28 - 41.5 ft: Monterey Beach sand2/12 filter pack
29.9 - 39.9 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
39.9 - 40.2 ft: 2-inch diameter PVCend cap
9.32 ft (bgs): Depth to water at time of drilling
18 - 28 ft: 3/8-inch bentonite pellets
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204875.35 ft, E 1270880.47 ft
G. Mutti
Cascade Drilling Inc.HSA, wood plug
BBL8619.18 ft bmp 6/2/2009
18.19 ftNAVD 88
4/30/2009Pacific Groundwater Group
BDC-10-40
[This Page Intentionally Left Blank]
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Not logged due to sand heaveFlush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.27 ft.
0 - 3 ft: Concrete seal
0.27 - 49.7 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
2 - 47 ft: 3/8-inch bentonite chips
9.35 ft (bgs): Depth to water at time of drilling
18 - 28 ft: 3/8-inch bentonite pellets
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204875.27 ft, E 1270886.10 ft
G. Mutti
Cascade Drilling Inc.HSA, wood plug
BBL8609.16 ft bmp 6/2/2009
18.24 ftNAVD 88
4/30/2009Pacific Groundwater Group
BDC-10-60
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
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Description Well Construction
Gra
phic
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Uni
t
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Borehole diameter 8.5 inches
47 - 55 ft: Monterey Beach sand 2/12filter pack
49.7 - 59.7 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
59.7 - 60 ft: 2-inch diameter PVC endcap
55 - 60 ft: Filter pack is naturalformation (fine sand). After removal of the wood stopper, sand heave filledthe auger casing approximately 5feet. PVC casing was pushed intothe liquifed sand for proper depthcompletion.
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204875.27 ft, E 1270886.10 ft
G. Mutti
Cascade Drilling Inc.HSA, wood plug
BBL8609.16 ft bmp 6/2/2009
18.24 ftNAVD 88
4/30/2009Pacific Groundwater Group
BDC-10-60
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
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Uni
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15 ft: Split-spoon sample collected; no recovery. Wet, gray, fine SAND inshoe
Above ground locking steelmonument, with 2.78 ft stick up.Three protective steel traffic posts. 2-inch diameter riser pipe stick up 2.61ft.0 - 3 ft: Concrete seal
0 - 9.5 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.3 - 8 ft: 3/8-inch bentonite chips
Borehole diameter 8.5 inches
8 - 20 ft: Monterey Beach sand 2/12filter pack
9.5 - 19.5 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
19.5 - 19.8 ft: 2-inch diameter PVCend cap
8.88 ft (bgs): Depth to water at time of drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204646.53 ft, E 1270309.90 ft
G. Mutti
Cascade Drilling, Inc.HSA, Wood Plug
BBL85911.40 ft bmp 6/3/2009
19.59 ftNAVD 88
4/29/2009Pacific Groundwater Group
BDC-11-WT
0
5
10
15
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25
30
35
40
MP Elevation:
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Drilling Firm:Drilling Method:
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Dep
th (f
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Description Well Construction
Gra
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35 ft: Wet, gray, fine SAND (0.8 feetrecovered)
Above ground locking steelmonument, with 2.9 ft stick up. Threeprotective steel traffic posts. 2-inchdiameter riser pipe stick up 2.41 ft.
0 - 3 ft: Concrete seal
0 - 29 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
3 - 28 ft: 3/8-inch bentonite chips
Borehole diameter 8.5 inches
28 - 41 ft: Monterey Beach sand 2/12filter pack
29 - 39 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
39 - 39.3 ft: 2-inch diameter PVC endcap
8.76 ft (bgs): Depth to water at time of drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204642.57 ft, E 1270319.18 ft
G. Mutti
Cascade Drilling, Inc.HSA, Wood Plug
BBL85711.18 ft bmp 6/3/2009
19.37 ftNAVD 88
4/28/2009Pacific Groundwater Group
BDC-11-40
0
5
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20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
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Dep
th (f
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Description Well Construction
Gra
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t
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Above ground locking steelmonument, with 2.66 ft stick up.Three protective steel traffic posts. 2-inch diameter riser pipe stick up 2.49ft.0 - 3.1 ft: Concrete seal
0 - 49.9 ft: 2-inch diameter PVCSchedule 40 riser pipe. Jointsthreaded with o-ring seals.
3.1 - 47 ft: 3/8-inch bentonite chips
8.56 ft (bgs): Depth to water at time of drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204641.88 ft, E 1270308.20 ft
G. Mutti
Cascade Drilling, Inc.HSA, Wood Plug
BBL86010.93 ft bmp 6/3/2009
19.10 ftNAVD 88
4/29/2009Pacific Groundwater Group
BDC-11-60
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
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Dep
th (f
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Description Well Construction
Gra
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/Att
55 ft: Wet, dark gray, fine SAND
Borehole diameter 8.5 inches
47 - 60 ft: Monterey Beach sand 2/12filter pack
49.9 - 59.9 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
59.9 - 60.2 ft: 2-inch diameter PVCend cap
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204641.88 ft, E 1270308.20 ft
G. Mutti
Cascade Drilling, Inc.HSA, Wood Plug
BBL86010.93 ft bmp 6/3/2009
19.10 ftNAVD 88
4/29/2009Pacific Groundwater Group
BDC-11-60
0
5
10
15
20
25
30
35
40
MP Elevation:
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th (f
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Description Well Construction
Gra
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39 ft: Wet, gray, fine to very fine,SAND
Flush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.52 ft.0 - 3 ft: Concrete seal
0.52 - 28.9 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
3 - 28 ft: 3/8-inch bentonite chips
Borehole diameter 8.5 inches
28 - 40 ft: Monterey Beach sand 2/12filter pack
28.9 - 38.9 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
38.9 - 39.2 ft: 2-inch diameter PVCend cap
8.15 ft (bgs): Depth to water at time of drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204632.89 ft, E 1270546.66 ft
G. Mutti
Cascade Drilling, Inc.HSA, wood plug
BBL8557.74 ft bmp 6/3/2009
16.31 ftNAVD 88
4/27/2009Pacific Groundwater Group
CI-MW-1-40
[This Page Intentionally Left Blank]
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Flush mount steel monument.Locking compression well cap. 2-inchdiameter riser pipe stick down 0.28 ft.
0 - 3 ft: Concrete seal
0.28 - 48.5 ft: 2-inch diameter PVCSchedule 40 riser pipe. Joints arethreaded with o-ring seals.
Borehole diameter 8.5 inches
8.00 ft (bgs): Depth to water at time of drilling
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204633.03 ft, E 1270553.00 ft
G. Mutti
Cascade Drilling, Inc.HSA, wood plug
BBL8548.68 ft bmp 6/3/2009
16.04 ftNAVD 88
4/27/2009Pacific Groundwater Group
CI-MW-1-60
35
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45
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55
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Gra
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54ft: Wet, gray, fine SAND
59 ft: Wet, dark gray, fine SAND; trace very fine sand; bottom 0.8 ft ofsample has very fine sand to siltinterbeds of 1 to 4 inch thickness
3 - 48 ft: 3/8-inch bentonite chips
48 - 52.5 ft: Monterey Beach sand2/12 filter pack
48.5 - 58.5 ft: 2-inch diameter PVCscreen, 0.01-inch slot size
58.5 - 58.8 ft: 2-inch diameter PVCend cap
52.5 - 61 ft: Natural formation filterpack (fine sand) due to boreholecollapse and sand heave.
FigureBoring Log and As-Built
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204633.03 ft, E 1270553.00 ft
G. Mutti
Cascade Drilling, Inc.HSA, wood plug
BBL8548.68 ft bmp 6/3/2009
16.04 ftNAVD 88
4/27/2009Pacific Groundwater Group
CI-MW-1-60
0
5
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MP Elevation:
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Gra
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ASPHALT
Moist gray, sandy, gravelly FILL
Moist, gray, SAND
Wet, brown, sandy SILT
Grades to wet, brown, silty SAND
Wet, gray, silty SAND
Wet, tan, SILT
Wet, gray, silty medium SAND
Wet, tan, SILT
Wet, gray, silty SAND. Wetter thansurrounding units in sampler.Surrounding silts may form localaquitard.
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
Direct Push, 2" diameter
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204767.1 ft, E 1270624 ft
G. Wallace
ESN NWDirect Push
NA~7 ft bmp
~13.3 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-1
35
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Description Well Construction
Gra
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Wet, tan, SILT
Wet, gray, fine-medium silty SAND.Moderately sorted, slight grading tosharp contact with silt above.
Wet, gray medium silty SAND. Poorlysorted, poorly graded.
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204767.1 ft, E 1270624 ft
G. Wallace
ESN NWDirect Push
NA~7 ft bmp
~13.3 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-1
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Mixed dry crushed GRAVEL anddamp SAND.
Moist, brown, SAND
Wet, tan, SILT
Wet, brown, SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204783.8 ft, E 1270653 ft
G. Wallace
ESN NWDirect Push
NA~8.7 ft bmp
~16.8 ftNAVD 88
5/2/2006Pacific Groundwater Group
PGG-2
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry, angular GRAVEL and damp,SAND.
Damp, brown, silty SAND
Moist, gray, sandy SILT
Wet, tan to gray, silty SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204822 ft, E 1270632 ft
G. Wallace
ESN NWDirect Push
NA~8.42 ft bmp
~14.2 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-3
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry, angular GRAVEL
Damp, brown, silty fine SAND
Moist, brown, silty fine SAND
Wet, brown, silty fine SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204804.8 ft, E 1270659 ft
G. Wallace
ESN NWDirect Push
NA~7.69 ft bmp
~14.8 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-4
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Asphalt
No soil samples collected.
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204874.4 ft, E 1270630 ft
G. Wallace
ESN NWDirect Push
NA~7.97 ft bmp
~14.8 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-5
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Dry, sandy GRAVEL (fill) (unpavedparking area)
Damp, brown, SAND
Moist, brown, fine sandy SILT
Wet, gray, SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204795.4 ft, E 1270590 ft
G. Wallace
ESN NWDirect Push
NA~8 ft bmp
~13.1 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-6
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Dry, sandy GRAVEL (fill)
Damp, brown, SAND
Moist, brown, fine sandy SILT
Wet, gray, SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204785.2 ft, E 1270638 ft
G. Wallace
ESN NWDirect Push
NA~6.3 ft bmp
~14.6 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-7
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Wet, interbedded, brown, SILT andgray, SAND
ASPHALT
Dry, sandy GRAVEL (fill)
Damp, gray, SAND
Moist, tan, SILT
Wet, gray, SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204779 ft, E 1270618 ft
G. Wallace
ESN NWDirect Push
NA~6.52 ft bmp
~13.7 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-8
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry, sandy, angular GRAVEL
Damp, brown, SAND
Moist, brown, fine sandy SILT
Wet, gray, SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204751.2 ft, E 1270621 ft
G. Wallace
ESN NWDirect Push
NA~6.31 ft bmp
~13.3 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-9
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry, sandy, silty angular GRAVEL
Damp, brown, silty SAND
Moist, brown, sandy SILT
Wet, gray, silty, fine SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204768.6 ft, E 1270645 ft
G. Wallace
ESN NWDirect Push
NA~8.70 ft bmp
~16.75 ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-10
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry to moist, sandy, silty GRAVEL
Moist, gray, silty SAND Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204774 ft, E 1270606 ft
G. Wallace
ESN NWDirect Push
NANA
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-11
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry, light gray, sandy GRAVEL
Damp, dark gray, silty SAND; tracecharcoal fragments
Damp, brown, fine-medium SAND
Moist, tan, SILT
Wet, gray, SAND; oxidation at siltcontacts
Wet, tan, SILT
Wet, gray, fine-medium SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204758 ft, E 1270657 ft
G. Wallace
ESN NWDirect Push
NA5.5 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-12
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Damp, gray, sandy pea GRAVEL.Sand content variable with depth,gravel is in layers and angular at top,rounded at bottom.
Moist, brown, SAND
Wet, tan, SILT
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204797 ft, E 1270640 ft
G. Wallace
ESN NWDirect Push
NA~6 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-13
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Dry, light gray, sandy GRAVEL
Damp, gray-brown, silty SAND
Moist, brown, SILT
Moist, gray, medium SAND; trace silt
Wet, greenish tan to gray, SILT
Wet, gray-brown, silty SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204796 ft, E 1270623 ft
G. Wallace
ESN NWDirect Push
NA~5.5 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-14
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Dry, gray, GRAVEL
Moist to damp, brown, silty SAND
Moist, brown, clean SAND
Damp, brown, sandy SILT
Damp, light gray, sandy angularGRAVEL
Damp, brown, sandy GRAVEL
Dry, gray, GRAVEL
Damp, brown, silty SAND
Damp, brown, sandy SILT
Moist to wet, brown, soft SILT
Moist, dark gray, sandy SILT
Wet, orange, silty SAND
Wet, gray, SAND; trace silt
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204821 ft, E 1270691 ft
G. Wallace
ESN NWDirect Push
NA~9.5 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-15
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Dry, gray, GRAVEL
Damp, tan, SAND
Damp, light brown, SILT; traceorganics
Damp, dark brown, sandy SILT; tracecharcoal, trace gravel
Damp, brown, SAND
Damp, brown, silty SAND
Moist, brown, SILT
WOOD (in shoe)
no recovery
Moist, WOOD and brown, SILT
Moist, tan, sandy SILT
Wet, orange-brown, fine sandy SILT;mottled
Wet, gray-brown, SILT, trace sand
Wet, gray (salt and pepper), SAND;orange oxidation at contact with silt
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204843 ft, E 1270754 ft
G. Wallace
ESN NWDirect Push
NA~9.7 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-16
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Damp, light brown, fine SAND
Quartzite cobble, GRAVEL
Damp, brown, sandy SILT
Damp, brown, silty SAND
Moist, light brown, SILT
Moist to wet, mottled orange, SILT
Wet, gray, SILT; trace sand
Wet, gray-brown, medium SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204795 ft, E 1270672 ft
G. Wallace
ESN NWDirect Push
NA~9.1 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-17
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Damp, dark brown, sandy, siltyGRAVEL
Damp, brown, SILT; trace wood andcharcoal
Damp, gray, sandy GRAVEL
Damp, dark brown, silty fine SAND
Damp to moist, fine-medium SAND
Wet, brown, SILT
Wet, gray, silty SAND
Wet, mottled brown-orange SILT
Moist, gray, fine-medium SAND
Moist, brown, fine-medium SAND
Moist, brown, gravelly SAND; trace silt
Wet, brown-orange, sandy SILT
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204769 ft, E 1270667 ft
G. Wallace
ESN NWDirect Push
NA~9.5 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-18
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Wet, brown, silty GRAVEL
Damp, gray, silty sandy GRAVEL
Damp, dark gray, silty sandyGRAVEL; abundant charcoal
Damp, gray, silty sandy GRAVEL
Damp, brown, silty SAND
Moist, gray-brown, fine-medium SAND
Wet, brown with isolated orangemottles, SILT
No recovery
Wet, brown, SILT
Wet, interbedded, SAND and SILT in1-inch layers; oxidation at contacts
Wet, gray (salt and pepper); SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204768 ft, E 1270686 ft
G. Wallace
ESN NWDirect Push
NA~7 ft bmp
ftNAVD 88
5/1/2006Pacific Groundwater Group
PGG-19
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Moist, gray-brown, fine-medium SAND
Moist, dark brown, sandy SILT
Moist, brown, silty fine SAND
Moist to Wet, brown with isolatedorange mottles, SILT
Wet, grey, fine-medium SAND
Moist, gray-brown, very fine sandySILT
Moist, gray-brown, fine-medium SAND
Wet, grey-mottled, fine-medium sandy SILT
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204806 ft, E 1270671 ft
G. Mutti
ESN NWDirect Push
NA~7 ft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-20
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Moist, brown, fine gravelly, f-c SAND
Asphalt
Moist, brown, very silty fine SAND
Wet, brown, fine-medium SAND
Moist, brown, fine sandy SILT
Moist, brown, silty fine SAND
Moist, brown, fine sandy SILT
Moist, brown, silty fine SAND
Wet,brown to grey mottled, SILT; trace fine sandy
Moist, grey, fine sandy SILT
Moist, grey, silty fine SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204799.5 ft, E 1270653 ft
G. Mutti
ESN NWDirect Push
NA~8 ft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-21
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Moist, brown, fine gravelly, f-c SAND(fill)
ASPHALT
Moist, brown, fine gravelly, f-c SAND(fill)
Moist, brown, fine sandy SILT
Moist, brown, fine-medium SAND;trace silt
Wet, brown to grey mottled, SILT;trace fine sandy
Wet, grey to dark grey, fine sandySILT
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204791 ft, E 1270653 ft
G. Mutti
ESN NWDirect Push
NA~8 ft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-22
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Moist, brown, f-m SAND
Moist, brown, slightly gravelly, f-msandy SILT
Moist, brown, fine sandy SILT
Moist, brown, fine SAND
Moist, brown to grey mottled, SILT
Moist, brown, slightly gravelly, silty f-m SAND
Wet, brown mottled, SILT
Wet, grey, SILT; trace fine sandy
Wet, grey mottled, silty fine SAND
Wet, grey mottled, SILT
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204791 ft, E 1270681 ft
G. Mutti
ESN NWDirect Push
NA~7.5 ft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-23
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Moist, grey-brown, gravelly f-c SAND(fill)
ASPHALT
Moist, brown, fine sandy SILT
Moist, brown, silty fine SAND
Moist to wet, brown to grey mottled,SILT
Wet, grey, sandy SILT
Wet, dark grey, slightly silty fineSAND; trace wood
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204775 ft, E 1270657 ft
G. Mutti
ESN NWDirect Push
NA~8 ft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-24
0
5
10
15
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
CONCRETE
Moist, brown, gravelly f-c SAND (fill)
ASPHALT
Moist, brown, gravelly f-c SAND (fill)
Moist, brown, trace to slightly silty fineSAND
Moist to wet, brown to grey mottled,SILT
Wet, grey, fine to medium SAND
Wet, grey, slightly silty fine SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204769 ft, E 1270677 ft
G. Mutti
ESN NWDirect Push
NA~8 ft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-25
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
ASPHALT
Moist, brown, gravelly f-c SAND (fill)
Moist, brown, fine sandy SILT
Moist, grey, slightly silty fine SAND
Moist to wet, brown to grey mottled,SILT
Wet, grey, slightly fine sandy SILT
Wet, grey, slightly gravelly, fine SAND
Wet, grey, fine SAND
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
Hydropunch from 12 to 22 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204753 ft, E 1270641 ft
G. Mutti
ESN NWDirect Push
NAft bmp
ftNAVD 88
8/3/2007Pacific Groundwater Group
PGG-26
0
5
10
15
20
25
30
35
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 33 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204678.1 ft, E 1270373 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
17.2 ftNAVD 88
11/5/2007Pacific Groundwater Group
PGG-27
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204665.7 ft, E 1270412 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
17.2 ftNAVD 88
11/5/2007Pacific Groundwater Group
PGG-28
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Total Depth = 42 ft
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204665.7 ft, E 1270412 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
17.2 ftNAVD 88
11/5/2007Pacific Groundwater Group
PGG-28
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Saturated, dark brown, sandy SILT
Moist, brown, slightly silty, mediumSAND; trace pea gravel
Saturated, gray with reddish-orangemottling, SILT
Moist, gray, medium SAND; tracecoarse sand and pea gravel
Saturated, gray, SILT
Saturated, gray becoming brown at32ft, silty f-m SAND; silt stringers at 14 ft and 18 ft; trace wood at ~32 ft
Direct Push, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204653.6 ft, E 1270453 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
17.2 ftNAVD 88
11/6/2007Pacific Groundwater Group
PGG-29
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Saturated, dark tan, sandy SILT; trace organics
Saturated, gray, silty fine SAND
Saturated, gray, sandy SILT
Hydropunch to 42 ft
Total Depth = 42 ft
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204653.6 ft, E 1270453 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
17.2 ftNAVD 88
11/6/2007Pacific Groundwater Group
PGG-29
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204646.7 ft, E 1270504 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
16.8 ftNAVD 88
11/7/2007Pacific Groundwater Group
PGG-30
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Total Depth = 42 ft
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204646.7 ft, E 1270504 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
16.8 ftNAVD 88
11/7/2007Pacific Groundwater Group
PGG-30
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 15 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204760.4 ft, E 1270481 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
15.3 ftNAVD 88
11/6/2007Pacific Groundwater Group
PGG-31
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 15 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204760.5 ft, E 1270356 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
15.2 ftNAVD 88
11/6/2007Pacific Groundwater Group
PGG-32
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204856.3 ft, E 1270917 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-33B
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204856.3 ft, E 1270917 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-33B
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204755 ft, E 1270625 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/8/2008Pacific Groundwater Group
PGG-37
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204755 ft, E 1270625 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/8/2008Pacific Groundwater Group
PGG-37
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204795.8 ft, E 1270917 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-34
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204795.8 ft, E 1270917 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-34
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204737.9 ft, E 1270945 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-35
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204737.9 ft, E 1270945 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-35
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 13 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204739 ft, E 1270711 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/8/2008Pacific Groundwater Group
PGG-38
[This Page Intentionally Left Blank]
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204770.5 ft, E 1270589 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-36
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204770.5 ft, E 1270589 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-36
0
5
10
15
20
25
30
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 13 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204758.7 ft, E 1270851 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~12 ftNAVD 88
9/9/2008Pacific Groundwater Group
PGG-39
[This Page Intentionally Left Blank]
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204730.2 ft, E 1270643.9 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~15 ftNAVD 88
11/16/2009Pacific Groundwater Group
BDC-7
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 60 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 204730.2 ft, E 1270643.9 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~15 ftNAVD 88
11/16/2009Pacific Groundwater Group
BDC-7
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204751.5 ft, E1270563.5 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~15 ftNAVD 88
11/16/2009Pacific Groundwater Group
BDC-9
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 60 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
202-228 S Mead StSeattle, WA
172280-1750T24N R4W S20; NE1/4 of SW1/4
N 204751.5 ft, E1270563.5 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~15 ftNAVD 88
11/16/2009Pacific Groundwater Group
BDC-9
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
S Mead StSeattle, WA
NAT24N R4W S20; NE1/4 of SW1/4
N 204648 ft, E1270215 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
NANAVD 88
4/10/2012Pacific Groundwater Group
BDC-12-40
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Total Depth = 40 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
S Mead StSeattle, WA
NAT24N R4W S20; NE1/4 of SW1/4
N 204648 ft, E1270215 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
NANAVD 88
4/10/2012Pacific Groundwater Group
BDC-12-40
0
5
10
15
20
25
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 20467 ft, E 1270620 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~15 ftNAVD 88
11/16/2009Pacific Groundwater Group
CG-136-60
30
35
40
45
50
55
60
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 60 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 20467 ft, E 1270620 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
~15 ftNAVD 88
11/16/2009Pacific Groundwater Group
CG-136-60
0
5
10
15
20
25
30
35
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 20470 ft, E 1270623 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
NAVD 885/30/2012
Pacific Groundwater Group
CG-136
40
45
50
55
60
65
70
75
MP Elevation:
Ecology ID:Location (TRS):
Logged by:Consulting Firm:
Drilling Firm:Drilling Method:
Tax Parcel ID:
Dep
th (f
t)
Description Well Construction
Gra
phic
Date:
Uni
t
V. Datum:
DTW:
City, State:
Lat/Long:
Address:
Log
Samples
Sam
ple
ID Type
Blo
ws
Rec
/Att
Hydropunch, 2" diameter
Backfilled with 3/8-inch bentonitechips
Total Depth = 76 ft
FigureBoring Log
Blaser Die CastingRemedial InvestigationJK0504.03
5700 3rd Ave SSeattle, WA
172280-1495T24N R4W S20; NE1/4 of SW1/4
N 20470 ft, E 1270623 ft
G. Wallace
ESN NWDirect Push
NANA ft bmp
NAVD 885/30/2012
Pacific Groundwater Group
CG-136
Blaser Die Casting Remedial Investigation AUGUST 2, 2012
APPENDIX D PLUME STABILITY ANALYSIS
Table D1. Groundwater Monitoring Well Plume Stability TrendBlaser Die Casting
BDC-1-WT nc nc ncBDC-2-WT ↓ ↔ ↑BDC-3-WT ↓ ↓ ↓BDC-4-WT nc nc ncBDC-6-WT ↓ ↔ ↔BDC-11-WT ↔ ↔ ncCG-136-WT ↓ ↓ ↓CI-MW-1-WT ↓ ↓ ncBDC-3-40 nc ↔ ↓BDC-6-30 ↓ ↓ ↓BDC-10-40 nc ↓ ↓BDC-11-40 nc ↔ ↓CG-136-40 nc ↑ ↓CI-MW-1-40 nc nc ncBDC-3-60 nc ↔ ↓BDC-6-60 nc ↔ ↓BDC-10-60 nc ↑ ↔BDC-11-60 nc nc ↔CI-MW-1-60 nc nc ↓
nc = not calculated because >50% of values non-detect
Wat
er T
able
Inte
rval
Sha
llow
Inte
rmed
iate
Location Name Trichloroethene
Vinyl Chloride
Cis-1,2-DCE
[This Page Intentionally Left Blank]
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? BDC-6-WTLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled TCE (WT) Cis-DCE (WT) VC (WT)#1 2/1/2008 230 110 8.5#2 6/1/2009 200 69 12#3 8/18/2009 150 43 20#4 11/17/2009 160 56 12#5 2/24/2010 180 110 13#6 1/27/2011 160 130 4.3#7 3/1/2011 170 120 4.6#8 10/18/2011 140 83 5.3#9 4/11/2012 140 92 7.7#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? TCE (WT) Cis-DCE (WT) VC (WT)
Confidence Level Calculated? 97.80% 69.40% 76.20%Plume Stability? Shrinking Stable Stable
Coefficient of Variation? CV <= 1 CV <= 1
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -20 7 -9Number of Sampling Rounds? 9 9 9
Average Concentration? 170.00 90.33 9.71Standard Deviation? 29.58 29.91 5.09
Coefficient of Variation? 0.17 0.33 0.52Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
50
100
150
200
250
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
TCE (WT) Cis-DCE (WT) VC (WT)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? CG-136-WTLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled TCE Cis-DCE VC #1 5/13/2004 23.4 96.2 0.649#2 11/10/2004 31.8 163 0.5#3 2/4/2005 28.4 104 0.548#4 11/9/2005 27 120 0.45#5 2/16/2006 16 64 0.33#6 11/8/2006 20 100 0.075#7 2/8/2007 17 71 0.13#8 11/16/2007 24 99 0.13#9 2/14/2008 19 68 0.11#10 11/10/2008 22 76 0.083#11 2/18/2009 18 60 0.13#12 6/1/2009 14 46 0.36#13 11/17/2009 16 45 0.059#14 3/1/2011 9.4 27 0.026#15 10/18/2011 13 31 0.031#16 4/11/2012 8.7 23 0.03
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? TCE Cis-DCE VC
Confidence Level Calculated? 100.00% 100.00% 100.00%Plume Stability? Shrinking Shrinking Shrinking
Coefficient of Variation?
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -81 -90 -83Number of Sampling Rounds? 16 16 16
Average Concentration? 19.23 74.58 0.23Standard Deviation? 6.59 37.73 0.21
Coefficient of Variation? 0.34 0.51 0.93Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
20
40
60
80
100
120
140
160
180
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
TCE Cis-DCE VC
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? MW-1Level of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled TCE Cis-DCE VC #1 2/9/2006 16 78 0.2#2 6/19/2006 14 62 0.1#3 6/1/2009 13 34 0.12#4 11/17/2009 11 28 0.045#5 6/16/2010 9.5 19 0.1#6 9/28/2010 11 22 0.1#7 12/15/2010 10 16 0.1#8 3/15/2011 10 11 0.1#9 4/11/2012 8.4 6.6 0.01#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? TCE Cis-DCE VC
Confidence Level Calculated? 99.90% 100.00% 94.00%Plume Stability? Shrinking Shrinking Shrinking
Coefficient of Variation?
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -28 -34 -16Number of Sampling Rounds? 9 9 9
Average Concentration? 11.43 30.73 0.10Standard Deviation? 2.43 24.06 0.05
Coefficient of Variation? 0.21 0.78 0.53Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
10
20
30
40
50
60
70
80
90
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
TCE Cis-DCE VC
Washington State Department of Ecology: TCP program 7/30/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? BDC-11-WTLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled TCE (WT) Cis-DCE (WT) VC (WT)#1 6/1/2009 0.052 0.1 0.02U#2 8/18/2009 0.054 0.15 0.02U#3 11/17/2009 0.068 0.088 0.02U#4 2/24/2010 0.037 0.084 0.02U#5 3/1/2011 0.037 0.057 0.02U#6 10/18/2011 0.04 0.16 0.02U#7 4/11/2012 0.042 0.096 0.02U#8#9#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? TCE (WT) Cis-DCE (WT) VC (WT)
Confidence Level Calculated? 61.40% 61.40%Plume Stability? Stable Stable
Coefficient of Variation? CV <= 1 CV <= 1
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -4 -3Number of Sampling Rounds? 7 7
Average Concentration? 0.05 0.11Standard Deviation? 0.01 0.04
Coefficient of Variation? 0.24 0.35Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
0.16
0.18
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
TCE (WT) Cis-DCE (WT) VC (WT)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? MW-5Level of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled TCE Cis-DCE VC #1 2/9/2006 300 230 17#2 6/19/2006 240 170 19#3 3/24/2010 110 79 2.6#4 6/16/2010 130 100 5.1#5 9/28/2010 120 130 4.2#6 12/15/2010 110 95 2.5#7 3/15/2011 87 53 1.2#8#9#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? TCE Cis-DCE VC
Confidence Level Calculated? 98.50% 96.50% 98.50%Plume Stability? Shrinking Shrinking Shrinking
Coefficient of Variation?
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -16 -13 -15Number of Sampling Rounds? 7 7 7
Average Concentration? 156.71 122.43 7.37Standard Deviation? 80.37 60.35 7.39
Coefficient of Variation? 0.51 0.49 1.00Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
50
100
150
200
250
300
350
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
TCE Cis-DCE VC
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? shallowLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled Cis DCE (11-40) Cis DCE (3-40) Cis DCE (6-30)#1 2/1/2008 20#2 6/1/2009 20 21 19#3 8/18/2009 8.2 17 8.9#4 11/17/2009 24 19 13#5 2/24/2010 21 20 14#6 3/1/2011 23 22 14#7 10/18/2011 10 19 8.8#8 4/13/2012 20 21 9.8#9#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? Cis DCE (11-40) Cis DCE (3-40) Cis DCE (6-30)
Confidence Level Calculated? -600.00% 71.90% 91.10%Plume Stability? Stable Stable Shrinking
Coefficient of Variation? CV <= 1 CV <= 1
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? 0 5 -13Number of Sampling Rounds? 7 7 8
Average Concentration? 18.03 19.86 13.44Standard Deviation? 6.30 1.68 4.31
Coefficient of Variation? 0.35 0.08 0.32Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
5
10
15
20
25
30
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
Cis DCE (11-40) Cis DCE (3-40) Cis DCE (6-30)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? shallowLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled Cis DCE (CG-136-40) Cis DCE (10-40)#1 5/7/2004 2.32#2 11/8/2004 2.16#3 2/1/2005 2.41#4 11/4/2005 2.8#5 2/3/2006 3.5#6 11/2/2006 3.6#7 2/1/2007 3.6#8 11/14/2007 3.7#9 2/13/2008 4#10 11/10/2008 4.5#11 2/12/2009 5#12 6/1/2009 5.8 20#13 11/17/2009 5.2 18#14 3/1/2011 5.7 15#15 10/18/2011 7.2 14#16 4/11/2012 7 13
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance?s DCE (CG-136-4Cis DCE (10-40)
Confidence Level Calculated? 100.00% 99.20%Plume Stability? Expanding Shrinking
Coefficient of Variation?
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? 111 -10Number of Sampling Rounds? 16 5
Average Concentration? 4.28 16.00Standard Deviation? 1.58 2.92
Coefficient of Variation? 0.37 0.18Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
5
10
15
20
25
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
Cis DCE (CG-136-40) Cis DCE (10-40)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? shallowLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled VC (11-40) VC (3-40) VC (6-30)#1 2/1/2008 6.6#2 6/1/2009 41 7.2 9.8#3 8/18/2009 37 6.9 15#4 11/17/2009 24 5.2 7.3#5 2/24/2010 28 4.5 3.3#6 3/1/2011 21 2.3 0.68#7 10/18/2011 34 2.2 0.29#8 4/11/2012 27 2.2 0.84#9#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? VC (11-40) VC (3-40) VC (6-30)
Confidence Level Calculated? 88.10% 99.90% 96.90%Plume Stability? Shrinking Shrinking Shrinking
Coefficient of Variation?
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -9 -20 -16Number of Sampling Rounds? 7 7 8
Average Concentration? 30.29 4.36 5.48Standard Deviation? 7.25 2.19 5.21
Coefficient of Variation? 0.24 0.50 0.95Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
5
10
15
20
25
30
35
40
45
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
VC (11-40) VC (3-40) VC (6-30)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? shallowLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled VC (CG-136-40) VC (10-40)#1 5/13/2004 35.3#2 11/10/2004 30.4#3 2/4/2005 38.7#4 11/9/2005 17#5 2/16/2006 17#6 11/8/2006 15#7 2/8/2007 18#8 11/16/2007 18#9 2/14/2008 16#10 11/10/2008 12#11 2/18/2009 9.6#12 6/2/2009 11 21#13 11/16/2009 7.1 12#14 3/2/2011 5.6 8.4#15 10/19/2011 5.6 8.3#16 4/11/2012 5 8.3
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? VC (CG-136-40) VC (10-40)
Confidence Level Calculated? 100.00% 95.80%Plume Stability? Shrinking Shrinking
Coefficient of Variation?
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -97 -9Number of Sampling Rounds? 16 5
Average Concentration? 16.33 11.60Standard Deviation? 10.34 5.49
Coefficient of Variation? 0.63 0.47Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
5
10
15
20
25
30
35
40
45
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
VC (CG-136-40) VC (10-40)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? variousLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled VC (11-60) VC (3-60) VC (6-60) VC (10-60) VC (MW-1-60)#1 6/1/2009 1.1 9.8 40 2.8 1.9#2 8/18/2009 1.2 12 26#3 11/17/2009 0.71 4.2 10 2.4 0.29#4 2/24/2010 0.93 2.7 13#5 6/16/2010 0.46#6 9/28/2010 0.34#7 3/1/2011 0.91 2 5.4 3.6 0.28#8 10/18/2011 0.89 5.3 1.9 3.5#9 4/11/2012 1.8 2.2 2.3 0.24#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? VC (11-60) VC (3-60) VC (6-60) VC (10-60) VC (MW-1-60)
Confidence Level Calculated? 50.00% 93.20% 99.50% 62.50% 97.20%Plume Stability? Stable Shrinking Shrinking Stable Shrinking
Coefficient of Variation? CV <= 1 CV <= 1
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -1 -11 -17 3 -11Number of Sampling Rounds? 7 7 7 4 6
Average Concentration? 1.08 5.46 14.09 3.08 0.59Standard Deviation? 0.36 3.95 14.11 0.57 0.65
Coefficient of Variation? 0.33 0.72 1.00 0.19 1.11Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
5
10
15
20
25
30
35
40
45
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
VC (11-60) VC (3-60)VC (6-60) VC (10-60)VC (MW-1-60)
Washington State Department of Ecology: TCP program 7/6/2012
Module1: Mann-Kendall Trend Test for Plume Stability (Non-parametric Statistical Test)Site Name: Blaser Die Casting
Site Address: Seattle, WAAdditional Description:
Well (Sampling) Location? variousLevel of Confidence (Decision Criteria)? 85%
1. Monitoring Well Information: Contaminant Concentration at a well: Quarterly sampling recommended.
Sampling Event Date Sampled Cis (11-60) Cis (3-60) Cis (6-60) Cis (10-60) Cis (MW-1-60)#1 6/1/2009 0.1 1.8 0.034 0.59 0.046#2 8/18/2009 0.01 2.3 0.01#3 11/17/2009 0.01 0.5 0.01 0.73 0.01#4 2/24/2010 0.01 0.32 0.031#5 6/16/2010 0.1#6 9/28/2010 0.1#7 3/1/2011 0.01 0.32 0.026 1.4 0.1#8 10/18/2011 0.01 3 0.01 1.1#9 4/11/2012 0.01 0.58 0.022 1.7 0.01#10#11#12#13#14#15#16
2. Mann-Kendall Non-parametric Statistical Test ResultsHazardous Substance? Cis (11-60) Cis (3-60) Cis (6-60) Cis (10-60) Cis (MW-1-60)
Confidence Level Calculated? 71.90% 50.00% 61.40% 95.80% 50.00%Plume Stability? Undetermined Stable Stable Expanding Stable
Coefficient of Variation? CV > 1 CV <= 1 CV <= 1 CV <= 1
Hazardous Substances (unit is ug/L)
Mann-Kendall Statistic "S" value? -6 -2 -4 9 1Number of Sampling Rounds? 7 7 7 5 6
Average Concentration? 0.02 1.26 0.02 1.10 0.06Standard Deviation? 0.03 1.10 0.01 0.46 0.04
Coefficient of Variation? 1.49 0.87 0.51 0.42 0.73Blank if No Errors found
3. Temporal Trend: Plot of Concentration vs. Sampling Time
0
0.5
1
1.5
2
2.5
3
3.5
Con
c, u
g/L
Sampling Date
Concentration vs. Sampling Time
Cis (11-60) Cis (3-60)Cis (6-60) Cis (10-60)Cis (MW-1-60)
Blaser Die Casting Remedial Investigation AUGUST 2, 2012
APPENDIX E DATA QUALITY ASSESSMENTS
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Jun‐09Lab Data Set: pkb12 and pb17 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
Nitrate‐Nitrite VOC Sulfate Methane‐EthaneMethod: EPA 353.2 8260C EPA 375.2 RSK 175Date Sampled: 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009Date Extracted: 6/4/2009 6/3/2009 6/11/2009 6/8/2009Date Analyzed: 6/4/2009 6/3/2009 6/11/2009 6/8/2009Holding Time: 2 day 1 day 9 days 6 daysAcceptability: OK OK OK OK
VOCs Iron‐ManganeseAlkalinity‐Carbonates‐
Hydroxides Ferrous Iron Total Organic CarbonMethod: 8260‐SIM SW 6010B SW 2320 SM 3500 EPA 415.1Date Sampled: 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009 6/2/2009‐6/3/2009Date Extracted: 6/8/2009 6/8/2009 6/5/2009 6/3/2009 6/8/2009Date Analyzed: 6/8/2009 6/8/2009 6/5/2009 6/3/2009 6/8/2009Holding Time: 6 days 6 days 2‐3 days 1 day 6 daysAcceptability: OK OK OK OK OK
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Method and Holding Times
Were sample holding times met?Comment:
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
The overal quality control for the May 2009 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. No data were rejected, the only data quality concerns were the matrix spike and matrix spike duplicate (MS/MSD) recoveries which were outside of laboratory control limits and the laboratory duplicate recoveries which were also outside of laboratory control limits.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Comment: The lab identified MS/MSD and lab duplicate recoveries outside of control limits
Comment:
Comment:
Comment:
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Jun‐09Lab Data Set: pkb12 and pb17 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes No X
VOC VOC Inorganics VOCsQAPP: 0.02 ug/L 0.02 ug/L Unknown 1.0 ug/L
Lab:0.2 ug/L 0.2 ug/L
1 mg/LEthane 1.2 ug/L and Ethene1.1 ug/L
AcceptabilityTetrachloroethene (PCE)
not metcis‐1,2‐Dichloroethene not
metCarbonates not met
Ethane and Ethene not met
Yes X No
Acceptability
Yes No XYes No X
Batch Constituent Sample Spike Type % Recovery Min% Max%
pb17 cis‐1,2‐Dichloroethene BDC‐6‐30 M‐ D Matrix Spike Duplicate 300 70 130
pb17 cis‐1,2‐Dichloroethene BDC‐6‐30 M‐ S Matrix Spike 270 70 130pb17 Iron, Total BDC‐6‐30 M‐ S Matrix Spike 50 75 125
pb17 Trichloroethene (TCE) BDC‐6‐30 M‐ D Matrix Spike Duplicate 265 70 130pb17 Trichloroethene (TCE) BDC‐6‐30 M‐ S Matrix Spike 185 70 130pb17 Vinyl Chloride BDC‐6‐30 M‐ D Matrix Spike Duplicate 173 70 130pb17 Vinyl Chloride BDC‐6‐30 M‐ S Matrix Spike 203 70 130
Yes No NA X
Yes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample: Relative percent difference Constiuentpb17 PGG 300 ‐ BDC‐6‐30 8.5% Vinyl Chloridepb17 PGG 300 ‐ BDC‐6‐30 11.7% 1,1‐dichloroethenepb17 PGG 300 ‐ BDC‐6‐30 5.4% cis‐1,2‐dichloroethenepb17 PGG 300 ‐ BDC‐6‐30 8.7% Trichloroethenepb17 PGG 300 ‐ BDC‐6‐30 1.4% 1,1‐dichloroethenepb17 PGG 300 ‐ BDC‐6‐30 3.9% Trans‐1,2‐dichloroetheneAcceptability:
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?Comment: All RPDs are zero unless otherwise listed.
AnalysisSW8260CSW8260CSW8260CSW8260C
SW8260C‐SIM
Trip BlanksWere trip blanks free of target analyte contamination?Comment:
Method BlanksWere method blanks free of target analyte contamination?Comment:
Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this batchWere laboratory control sample duplicates recoveries within control limits?Comment:
Acceptability:
Were surrogate recoveries within control limits?
Matrix Spike/Matrix Spike DuplicatesWere matrix spike recoveries within control limits?Were matrix spike duplicates recoveries within control limits?Comment: The following are MS/MSD recoveries outside of acceptable limits.
Acceptability:
Laboratory Control Samples/Laboratory Control Samples DuplicatesWere laboratory control sample recoveries within control limits:
SW8260C‐SIM
Comment: No surrogates were outside laboratory control limits.
Detection/Reporting LimitsWere the reporting/detection limits in accordance with the QAPP?
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Surrogate Spikes
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Aug‐09Lab Data Set: pk97 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
VOCs VOCMethod: 8260‐SIM 8260CDate Sampled: 8/18/2009 8/18/2009Date Extracted: 8/27/2009‐9/1/2009 8/20/2009‐8/21/2009Date Analyzed: 8/27/2009‐9/1/2009 8/20/2009‐8/21/2009Holding Time: 15 days 3 daysAcceptability: OK OK
Yes No X
VOCQAPP: 0.02 ug/LLab: 0.2 ug/L
AcceptabilityTetrachloroethene (PCE)
not met
Detection/Reporting Limits
Were sample holding times met?Comment:
Were the reporting/detection limits in accordance with the QAPP?
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified. In general all reporting limits were met, with the following exceptions.
Comment: The lab identified MS/MSD and surrogate recoveries outside of control limits.
Methods, Chain of Custody and Sample Condition
The overal quality control for the August 2009 Blaser Die Casting analytical data set was determined to be generally acceptable and to meet project objectives. No data were rejected, the only data quality concerns were the surrogate spike recoveries and matrix spike and matrix spike duplicate (MS/MSD) recoveries which were outside of laboratory control limits.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Analytical Resources Incorporated
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Comment:
Comment:
Comment:
Method and Holding Times
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Aug‐09Lab Data Set: pk97 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes No X
Batch Constituent Sample Spike Type % Recovery Min% Max%
pk97q 1,2‐Dichloroethane‐d4 BDC‐11‐60S‐ S Surrogate ‐ Spike for Analysis 133 70 130
pk97q 1,2‐Dichloroethane‐d4 BDC‐3‐60S‐ S Surrogate ‐ Spike for Analysis 133 70 130
pk97q 1,2‐Dichloroethane‐d4 BDC‐6‐30S‐ S Surrogate ‐ Spike for Analysis 131 70 130
Acceptability:
Yes No XYes No X
Batch Constituent Sample Spike Type % Recovery Min% Max%
pk97 cis‐1,2‐Dichloroethene BDC‐6‐30M‐ D Matrix Spike Duplicate ‐80 70 130
pk97 cis‐1,2‐Dichloroethene BDC‐6‐30 M‐ S Matrix Spike ‐100 70 130pk97 Toluene‐d8 BDC‐2‐WT D‐ 1S Sur_Dilution 61 70 130
pk97 Trichloroethene (TCE) BDC‐6‐30M‐ D Matrix Spike Duplicate ‐33 70 130
pk97 Trichloroethene (TCE) BDC‐6‐30 M‐ S Matrix Spike 9 70 130
pk97 Vinyl Chloride BDC‐6‐30M‐ D Matrix Spike Duplicate ‐60 70 130
Yes No NA X
Yes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Relative percent difference Constiuentpk97 PGG‐300 ‐ BDC‐6‐WT 5.1% Vinyl Chloride
pk97PGG‐300 ‐ BDC‐6‐WT 2.9%
trans‐1,2‐dichloroethene
pk97 PGG‐300 ‐ BDC‐6‐WT 7.4% TrichloroetheneAcceptability:
Matrix Spike/Matrix Spike Duplicates
AnalysisSW8260C
SW8260C
Comment:
Surrogate SpikesWere surrogate recoveries within control limits?
Were matrix spike recoveries within control limits?Were matrix spike duplicates recoveries within control limits?Comment: The following are MS/MSD recoveries outside of acceptable limits.
Method Blanks
Were laboratory control sample recoveries within control limits:
Acceptability:
Laboratory Control Samples/Laboratory Control Samples Duplicates
Comment:
Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this batch.Were laboratory control sample duplicates recoveries within control limits?Comment:
Acceptability:
Were method blanks free of target analyte contamination?
Trip BlanksWere trip blanks free of target analyte contamination?Comment:
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?Comment:
SW8260C
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Nov‐09Lab Data Set: px91 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
Nitrate‐Nitrite VOC Methane‐Ethane VOCsMethod: EPA 300 8260C RSK 175 8260‐SIM
Date Sampled: 11/16/2009‐11/17/2009 11/16/2009‐11/17/200911/16/2009‐11/17/2009
11/16/2009‐11/17/2009
Date Extracted: 11/18/2009 11/24/200911/18/2009‐11/24/2009
11/24/2009‐11/30/2009
Date Analyzed: 11/18/2009 11/24/200911/18/2009‐11/24/2009
11/24/2009‐11/30/2009
Holding Time: 2 days 8 days 8 days 14 daysAcceptability: OK OK OK OK
Nitrate‐Nitrite Iron‐Manganese Ferrous IronTotal Organic Carbon
Method: EPA 353.2 SW 6010B SM 3500 EPA 415.1
Date Sampled: 11/16/2009‐11/17/2009 11/16/2009‐11/17/200911/16/2009‐11/17/2009
11/16/2009‐11/17/2009
Date Extracted: 11/17/2009 11/18/200911/16/2009‐11/17/2009
11/17/2009‐11/18/2009
Date Analyzed: 11/17/2009 11/25/200911/16/2009‐11/17/2009
11/17/2009‐11/18/2009
Holding Time: 1 day 9 days 1 day 2 daysAcceptability: OK OK OK OK
OK
SW 2320
11/16/2009‐11/17/2009
11/17/2009‐11/30/2009
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
The overal quality control for the November 2009 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. No data were rejected, the following are the data quality concerns; the matrix spike and matrix spike duplicate (MS/MSD) recoverieswere outside of laboratory control limits, the laboratory duplicate recoveries were also outside of laboratory control limits and the method reporting limits were outside guidelines.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed. The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Comment: The lab identified MS/MSD and lab duplicate recoveries outside of control limits
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Method and Holding Times
Comment:
Comment:
Comment:
Were sample holding times met?Comment:
Alkalinity‐Carbonates‐Hydroxides
SulfateEPA 375.2
11/16/2009‐11/17/2009
11/21/2009
11/21/20095 days
11/17/2009‐11/30/2009
14 daysOK
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Nov‐09Lab Data Set: px91 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes No X
VOC VOCs InorganicsQAPP: 0.02 ug/L 1.0 ug/L 0.01 mg/L
Lab:1.0 ug/L
Ethane 1.2 ug/L and Ethene1.1 ug/L
0.2 mg/L
AcceptabilityTetrachloroethene (PCE)
not metEthane and Ethene not met Nitrates not met
Yes X No
Acceptability:
Yes No XYes No X
Batch Constituent Sample Spike Type % Recovery Min% Max%
px91 cis‐1,2‐Dichloroethene BDC‐3‐WTM‐ D Matrix Spike Duplicate ‐140 70 130
px91 cis‐1,2‐Dichloroethene BDC‐3‐WT M‐ S Matrix Spike ‐150 70 130px91 Ethane BDC‐3‐WT M‐ S Matrix Spike 78 80 120
px91 trans‐1,2‐Dichloroethene BDC‐3‐WTM‐ D Matrix Spike Duplicate 50 70 130
px91 trans‐1,2‐Dichloroethene BDC‐3‐WT M‐ S Matrix Spike 46 70 130
px91 Trichloroethene (TCE) BDC‐3‐WTM‐ D Matrix Spike Duplicate ‐230 70 130
px91 Trichloroethene (TCE) BDC‐3‐WT M‐ S Matrix Spike ‐270 70 130
Yes No NA X
Yes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Relative percent difference Constiuent
px91PGG‐300 ‐ CI‐MW‐1‐WT
11.7%trans‐1,2‐dichloroethene
px91 PGG‐300 ‐ CI‐MW‐1‐WT 8.7% Trichloroethenepx91 PGG‐300 ‐ CI‐MW‐1‐WT 1.8% 1,1‐dichloroethene
px91PGG‐300 ‐ CI‐MW‐1‐WT 1.6%
trans‐1,2‐dichloroethene
px91 PGG‐300 ‐ CI‐MW‐1‐WT 2.6% TetrachloroetheneAcceptability:
SW8260C‐SIM
SW8260C‐SIM
Analysis
SW8260C
SW8260CSW8260C‐SIM
Were the reporting/detection limits in accordance with the QAPP?
Comment: All RPDs are zero unless otherwise listed.
Laboratory Control Samples/Laboratory Control Samples DuplicatesWere laboratory control sample recoveries within control limits:
Detection/Reporting Limits
Surrogate Spikes
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified. There are several samples of each of the analytes with reporting limit exceedances.
Matrix Spike/Matrix Spike Duplicates
Comment: The following are MS/MSD recoveries outside of acceptable limits.
Comment:
Were matrix spike recoveries within control limits?
Were laboratory control sample duplicates recoveries within control limits?Comment:
Acceptability:
Trip BlanksWere trip blanks free of target analyte contamination?Comment:
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?
Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this batch
Were surrogate recoveries within control limits?
Were matrix spike duplicates recoveries within control limits?
Method BlanksWere method blanks free of target analyte contamination?Comment:
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Feb‐10Lab Data Set: ql47 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes No X
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
VOCs VOCMethod: 8260‐SIM 8260CDate Sampled: 2/24/2010 2/24/2010Date Extracted: 3/5/2010 2/26/2010Date Analyzed: 3/5/2010 2/26/2010Holding Time: 10 days 2 daysAcceptability: OK OK
Yes X No
VOCQAPP: 0.02 ug/LLab: 0.2 ug/L
AcceptabilityTetrachloroethene (PCE)
not met
Comment:
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Were the reporting/detection limits in accordance with the QAPP?
Method and Holding TimesWere the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Comment:
Detection/Reporting Limits
Were sample holding times met?Comment:
Comment:
Comment:
Comment:
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
The overal quality control for the February 2010 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. No data were rejected, the only data quality concern was a lab method reporting limit outside guidelines for tetrachloroethene.
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Feb‐10Lab Data Set: ql47 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes X No
Yes X No Yes X No
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes No NA X
Yes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample: Relative percent difference Constiuentql47 PGG 300 ‐ BDC‐3‐WT 6.3% Vinyl Chloride
ql47PGG 300 ‐ BDC‐3‐WT 1.2%
trans‐1,2‐dichloroethene
ql47PGG 300 ‐ BDC‐3‐WT 3.2% cis‐1,2‐dichloroethene
ql47 PGG 300 ‐ BDC‐3‐WT 9.5% 1,1‐dichloroetheneAcceptability:
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?Comment:
AnalysisSW8260C
SW8260C
SW8260C
SW8260C
Comment:
Were laboratory control sample duplicates recoveries within control limits?Comment:
Acceptability:
Method BlanksWere method blanks free of target analyte contamination?Comment:
Were laboratory control sample recoveries within control limits:
Trip BlanksWere trip blanks free of target analyte contamination?
Were matrix spike duplicates recoveries within control limits?Comment:
Acceptability:
Laboratory Control Samples/Laboratory Control Samples Duplicates
Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this
Were matrix spike recoveries within control limits?
Surrogate SpikesWere surrogate recoveries within control limits?Comment:Acceptability:
Matrix Spike/Matrix Spike Duplicates
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Jan‐11Lab Data Set: sg68 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes No X
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
VOCs VOCMethod: 8260‐SIM 8260CDate Sampled: 1/27/2011 1/27/2011Date Extracted: 2/3/2011 1/30/2011Date Analyzed: 2/3/2011 1/30/2011Holding Time: 7 days 3 daysAcceptability: OK OK
Yes No X
VOCQAPP: 0.02 ug/LLab: 1.0 ug/L
AcceptabilityTetrachloroethene (PCE)
not met
Comment:
Comment: Were sample holding times met?Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Method and Holding Times
Comment:
Comment:
Comment:
Detection/Reporting LimitsWere the reporting/detection limits in accordance with the QAPP?
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Quality Assurance /Quality Control Review
The overal quality control for the January 2011 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. No data were rejected. The only data quality concern was the lab method reporting limit was above quality control guidelines for Tetrachloroethene.
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Jan‐11Lab Data Set: sg68 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes X No
Acceptability:
Yes X No Yes X No
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes No NA X
Yes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample: Relative percent difference Constiuentsg68 PGG 300 ‐ BDC‐2‐WT 2.4% Vinyl Chloride
sg68PGG 300 ‐ BDC‐2‐WT 3.1%
trans‐1,2‐dichloroethene
sg68 PGG 300 ‐ BDC‐2‐WT 1.8% Trichloroethene
sg68PGG 300 ‐ BDC‐2‐WT 3.1%
trans‐1,2‐dichloroethene
Acceptability:
SW8260C‐SIM
SW8260C
SW8260C‐SIM
Surrogate SpikesWere surrogate recoveries within control limits?Comment:
Matrix Spike/Matrix Spike DuplicatesWere matrix spike recoveries within control limits?Were matrix spike duplicates recoveries within control limits?Comment:
Acceptability:
Laboratory Control Samples/Laboratory Control Samples DuplicatesWere laboratory control sample recoveries within control limits:Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this batch.Were laboratory control sample duplicates recoveries within control limits?Comment:
Acceptability:
Method BlanksWere method blanks free of target analyte contamination?Comment:
Trip Blanks
Were duplicate relative percent difference (RPDs) within control limits?Comment: All RPDs are zero unless otherwise listed.
Acceptable
Were trip blanks free of target analyte contamination?Comment:
Field Duplicates
Analysis
SW8260C‐SIM
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Mar‐11Lab Data Set: sl34q Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
VOCs VOCMethod: 8260‐SIM 8260CDate Sampled: 3/1/2011‐ 3/2/2011 3/1/2011‐ 3/2/2011Date Extracted: 3/9/2011 3/3/2011‐ 3/4/2011Date Analyzed: 3/9/2011 3/3/2011‐ 3/4/2011Holding Time: 8 days 3 daysAcceptability: OK OK
Comment: The lab identified the MS/MSD recoveries outside of control limits.
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Comment:
Comment:
Comment:
Method and Holding Times
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Inco
The overal quality control for the March 2011 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. No data were rejected, the only data quality concerns were a lab method reporting limit outside guidelines for tetrachloroethene and few the matrix spike and matrix spike duplicate (MS/MSD) recoveries that were outside of laboratory control limits.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Were sample holding times met?Comment:
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Mar‐11Lab Data Set: sl34q Sample Type: Groundwater
Quality Assurance /Quality Control ReviewAnalytical Resources Inco
Yes X No
VOCQAPP: 0.02 ug/LLab: 0.2 ug/L
AcceptabilityTetrachloroethene (PCE)
not met
Yes X No
Acceptability:
Yes No X
Batch Constituent Sample Spike Type % Recovery Min% Max%sl34q cis‐1,2‐Dichloroethene BDC‐2‐WT M‐ S Matrix Spike 10 70 130sl34q Trichloroethene (TCE) BDC‐2‐WT M‐ D Matrix Spike Duplicate 330 70 130Acceptability:
Yes No NA X
Yes NoNA X
Spike RecoverySurrogate RecoveryControl LimitsAcceptability
Method BlanksYes X No
Batch Constituent Sample
Acceptability
Trip BlanksYes X No
Batch Constituent Sample
Acceptability
Detection/Reporting Limits
Were matrix spike recoveries within control limits?
Were the reporting/detection limits in accordance with the QAPP?
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Surrogate Spikes
Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this batch.
Were surrogate recoveries within control limits?Comment:
Matrix Spike/Matrix Spike Duplicates
Were laboratory control sample recoveries within control limits:Laboratory Control Samples/Laboratory Control Samples Duplicates
Comment: The following are MS/MSD recoveries outside of acceptable limits.
Were laboratory control sample duplicate recoveries within control limits:
Were trip blanks free of target analyte contamination?Comment:
Were method blanks free of target analyte contamination?Comment:
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Mar‐11Lab Data Set: sl34q Sample Type: Groundwater
Quality Assurance /Quality Control ReviewAnalytical Resources Inco
Yes X No
Batch Sample: Relative percent difference Constituentsl34q PGG 300 ‐ BDC‐2‐WT 0% allsl34q PGG 300 ‐ BDC‐2‐WT 2.4% Vinyl Chloridesl34q PGG 300 ‐ BDC‐2‐WT 2.4% trans‐1,2‐dichloroethenesl34q PGG 300 ‐ BDC‐2‐WT 5.9% TetrachloroetheneAcceptability
Were duplicate RPDs within control limits?Comment: All RPDs are zero unless otherwise listed.
Field Duplicates
Analysis
SW8260C‐SIMSW8260C‐SIMSW8260C‐SIM
SW8260C
[This Page Intentionally Left Blank]
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Oct‐11Lab Data Set: ts81 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes No X
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
VOCs VOCMethod: 8260‐SIM 8260CDate Sampled: 10/18/2011‐ 10/19/2011 10/18/2011‐ 10/19/2011Date Extracted: 10/21/2011 10/21/2011Date Analyzed: 10/21/2011 10/21/2011Holding Time: 2‐3 days 2‐3 daysAcceptability: OK OK
Yes X No
VOC VOC VOC VOCQAPP: 0.02 ug/L 0.02 ug/L 0.02 ug/L 0.02 ug/LLab: 0.20 ug/L 0.20 ug/L 0.20 ug/L 0.60 ug/L
Acceptability:Not acceptable for BDC‐4‐
WTNot acceptable for BDC‐11‐
WTNot acceptable for Trip Blanks
Not acceptable for BDC‐6‐WT
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
The overal quality control for the October 2011 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. No data were rejected, the only data quality concerns was a lab method reporting limit outside guidelines for one of the MS/MSD samples.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Were sample holding times met?Comment:
Were the reporting/detection limits in accordance with the QAPP?
Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Detection/Reporting Limits
Comment:
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Comment:
Comment:
Comment:
Method and Holding Times
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Oct‐11Lab Data Set: ts81 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes X No
Yes X No Yes X No
Batch Constituent Sample Spike Type % Recovery Min% Max%ts81 cis‐1,2‐Dichloroethene BDC‐6‐WT cis‐1,2‐Dichloroethenets81 trichloroethene BDC‐6‐WT trichloroethene
Yes X No
Yes X No
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Relative percent differencets81 PGG‐300 ‐ BDC‐11‐40 0%
Acceptability: Acceptable
Comment: All RPDs are zero unless otherwise listed.
Were trip blanks free of target analyte contamination?Comment:
Were duplicate relative percent difference (RPDs) within control limits?Field Duplicates
Trip Blanks
Were method blanks free of target analyte contamination?Comment:
Acceptability:
Method Blanks
Comment:
Comment:
Comment:
Were matrix spike duplicates recoveries within control limits?
Acceptability: MS/MSD performed during SW8260C‐SIM for the above two constiuents were qualified "E" by the lab because high concentrations present in the original sample complicated calculating spike recovery.
Were laboratory control sample duplicates recoveries within control limits?
Were laboratory control sample recoveries within control limits:Laboratory Control Samples/Laboratory Control Samples Duplicates
Comment:
Were matrix spike recoveries within control limits?
Surrogate Spikes
Matrix Spike/Matrix Spike Duplicates
Acceptability:
Were surrogate recoveries within control limits?
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Apr‐12Lab Data Set: uq27 ‐ uq02 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No
VOCs VOCMethod: 8260‐SIM 8260CDate Sampled: 4/11/2012‐4/13/2012 4/11/2012‐4/13/2012Date Extracted: 4/13/2012‐4/20/2012 4/13/2012‐4/20/2012Date Analyzed: 4/13/2012‐4/20/2012 4/13/2012‐4/20/2012Holding Time: 7 days 6 daysAcceptability: OK OK
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
The overall quality control for the April 2012 Blaser Die Casting analytical data set was determined to be acceptable and to meet project objectives. Sample BDC‐11‐40 was "y" flagged. ARI suggests this sample was contaminated with carry over from the sample run immediately prior PGG‐300 which had high levels of Trichloroethene. ARI completed a reanalysis of BDC‐11‐40, but the reanalysis was outside of holding time criteria.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Comment: The lab identified MS/MSD and lab duplicate recoveries outside of control limits
Comment:
Comment:
Comment: ARI only received 4 of 5 VOAs for sample CG‐136‐WT.
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Method and Holding Times
Were sample holding times met?Comment:
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Apr‐12Lab Data Set: uq27 ‐ uq02 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes X No
VOC VOCsQAPP: 0.2 ug/L 0.02 ug/LLab: 0.2 ug/L 0.02 ug/LAcceptability
Yes X No
Acceptability
Yes No NA XYes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No NA X
Yes X No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample Constituent
Acceptability:
Yes X No
Batch Sample: Relative percent difference Constiuentuq27 PGG 300 ‐ BDC‐6‐WT 1.3% Vinyl Chlorideuq27 PGG 300 ‐ BDC‐6‐WT 2.7% 1,1‐dichloroetheneuq27 PGG 300 ‐ BDC‐6‐WT 2.1% cis‐1,2‐dichloroetheneuq27 PGG 300 ‐ BDC‐6‐WT 0.0% Trichloroetheneuq27 PGG 300 ‐ BDC‐6‐WT 0.0% Tetrachloroethaneuq27 PGG 300 ‐ BDC‐6‐WT 0.0% Trans‐1,2‐dichloroetheneAcceptability:
Were matrix spike recoveries within control limits?
Detection/Reporting LimitsWere the reporting/detection limits in accordance with the QAPP?Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Were surrogate recoveries within control limits?
Matrix Spike/Matrix Spike Duplicates
Were trip blanks free of target analyte contamination?
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?
SW8260C
Acceptability:
Comment: The following are MS/MSD recoveries outside of acceptable limits.
Acceptability:
Comment: Laboratory control samples and duplicate laboratory control samples were not included during the anlysis of this batch
Laboratory Control Samples/Laboratory Control Samples DuplicatesWere laboratory control sample recoveries within control limits:
Were laboratory control sample duplicates recoveries within control limits?Comment:
Were matrix spike duplicates recoveries within control limits?
Comment: No surrogates were outside laboratory control limits.
Surrogate Spikes
Method BlanksWere method blanks free of target analyte contamination?Comment:
SW8260C
Trip Blanks
Comment: All RPDs are zero unless otherwise listed.
Comment:
AnalysisSW8260CSW8260‐SIMSW8260CSW8260C
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Apr‐12Lab Data Set: up76/ur86 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes No X
Yes X No
Yes X No X
VOC VOCMethod: 8260‐SIM 8260CDate Sampled: 4/10/2012 4/10/2012Date Extracted:Date Analyzed: 4/11/2012 4/26/2012Holding Time: 1 day 16 daysAcceptability: OK Out of Hold
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
On April 26,2012, standard level Volatiles analysis was additionally requested on remaining volume in order to properly quantify "E" and "S" gualified values from the low‐level SIM analysis within a reportable range. Remaining volume was already out of hold. Analysis went ahead, per client request. The new analysis was processed under new SDG UR86. ARI completed a reanalysis of BDC‐12‐40, but the reanalysis was outside of holding time criteria.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Comment: Temp = 11.2C
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Method and Holding Times
Were sample holding times met?Comment: Sample reanalyzed by 8620C out of hold
Comment:
Comment:
Comment: Analyzed for SIM, but not 8260C until requested
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: Apr‐12Lab Data Set: up76/ur86 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes X No
VOC VOCQAPP: 0.02 ug/L NALab: 0.02 ug/L 0.6 ug/LAcceptability OK OK
Yes X No
Acceptability OK OK
Yes No NA XYes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No NA X
Yes X No NA X
Acceptability OK OK
Yes X No
Batch Sample Constituent
Acceptability OK OK
Yes No
Batch Sample Constituent
Acceptability NA NA
Yes No
Batch Sample: Relative percent difference ConstiuentAcceptability NA NA
Were laboratory control sample duplicates recoveries within control limits?Comment:
Were matrix spike duplicates recoveries within control limits?
Comment: No surrogates were outside laboratory control limits.
Were matrix spike recoveries within control limits?
Method BlanksWere method blanks free of target analyte contamination?Comment:
Trip Blanks
Comment: NA
Comment: Trip blank submitted, analysis not requested
Analysis
Comment: The following are MS/MSD recoveries outside of acceptable limits.
Acceptability:
Comment:
Laboratory Control Samples/Laboratory Control Samples Duplicates
Surrogate Spikes
Were laboratory control sample recoveries within control limits:
Were trip blanks free of target analyte contamination?
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?
Were the reporting/detection limits in accordance with the QAPP?Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Were surrogate recoveries within control limits?
Matrix Spike/Matrix Spike Duplicates
Detection/Reporting Limits
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: May‐12Lab Data Set: uw 58 Sample Type: Groundwater
Did the lab identify any issues related to the analytical results? Yes X No
Were sample Chain‐of‐Custody forms complete? Yes X No
Were all analyses requested for the samples on the COCs performed? Yes X No
Were samples received in good conditions at the appropriate temperature? Yes X No
Yes X No
Yes X No X
VOCMethod: 8260‐SIMDate Sampled: 5/30/2012Date Extracted:Date Analyzed: 5/31/2012Holding Time: 1 dayAcceptability: OK
Comment:
Comment:
Were the reported analytical methods in compliance with the COC, Work Plan, or QAPP?
Method and Holding Times
Were sample holding times met?Comment:
Quality Assurance /Quality Control Review
The quality assurance/quality control (QA/QC) review examines the handling and analysis of samples and data as specified in the following guidelines:• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data Review (EPA 540/R‐99/008, USEPA, June 2008) • USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data Review (EPA 540‐R‐04‐004, USEPA, January 2010)
Methods, Chain of Custody and Sample Condition
Analytical Resources Incorporated
There were no irregularities with this analysis.
The QA/QC Review includes: methods, chain of custody, sample condition, holding times, method detection limits, method reporting limits, surrogate spikes, matrix spike, matrix spike duplicate, laboratory control samples, laboratory control sample duplicates, method blanks, trip blanks, and field duplicates. For this memorandum, Pacific Groundwater Group reviewed the Blaser Die Casting water quality database. For each sampling event, the analytical laboratory was Analytical Resources Incorporated and the methods are listed.
The following section summarizes deviations from the laboratory narratives, reports, and the PGG database. Data were evaluated based on control limits provided by the analytical lab (Analytical Resources Incorporated) established by their Quality Assurance Plan and State lab accreditation and data quality criteria established for the Blaser Die Casting quality assurance project plan (QAPP).
Comment:
Comment:
Comment:
Project: Blaser Die Casting Analytical Lab:Job Number: JK0504.03 Sampling Event: May‐12Lab Data Set: uw 58 Sample Type: Groundwater
Quality Assurance /Quality Control Review
Analytical Resources Incorporated
Yes X No
VOCQAPP: 0.02 ug/LLab: 0.02 ug/LAcceptability OK
Yes X No
Acceptability OK
Yes No NA XYes No NA X
Batch Constituent Sample Spike Type % Recovery Min% Max%
Yes X No NA X
Yes X No NA X
Acceptability OK
Yes X No
Batch Sample Constituent
Acceptability OK
Yes No
Batch Sample Constituent
Acceptability NA
Yes X No
Batch Sample: Relative percent difference ConstituentPGG‐300/CG‐136‐73 8% VC 8260‐SIMPGG‐300/CG‐136‐73 28.5% TCE 8260‐SIMPGG‐300/CG‐136‐73 18% CIS 8260‐SIM
Acceptability
Surrogate Spikes
Method BlanksWere method blanks free of target analyte contamination?Comment:
Trip Blanks
Comment: PGG‐300 is a field duplicate of CG‐136‐73.
Comment: No trip blank submitted for analysis
Analysis
Were laboratory control sample recoveries within control limits:
Were laboratory control sample duplicates recoveries within control limits?Comment:
Were matrix spike duplicates recoveries within control limits?
Comment: No surrogates were outside laboratory control limits.
Were trip blanks free of target analyte contamination?
Field DuplicatesWere duplicate relative percent difference (RPDs) within control limits?
Comment: The following are MS/MSD recoveries outside of acceptable limits.
Acceptability:
Comment:
Laboratory Control Samples/Laboratory Control Samples Duplicates
Were matrix spike recoveries within control limits?
Detection/Reporting LimitsWere the reporting/detection limits in accordance with the QAPP?Comment: For this review we are only including exceedances to reporting limits where there are no detections. We acknowledge there are instances where the reporting limits were exceeded when detections were identified.
Were surrogate recoveries within control limits?
Matrix Spike/Matrix Spike Duplicates
Blaser Die Casting Remedial Investigation AUGUST 2, 2012
APPENDIX F LABORATORY DATA (INCLUDE ON CD)