anrweb.vt.gov … · 24/01/2012 · table 1 - groundwater level summary glr, llc - groundwater...

TABLES

TABLE 1 - Groundwater Level SummaryGLR, LLC - Groundwater Investigation55 Middle Road North, Middlebury, Vermont

WellGround

ElevationTOC

Elevation8/2/2011 DTGW

8/2/2011 GWEL

8/16/2011 DTGW

8/16/2011 GWEL

11/14/2011 DTGW

11/14/2011 GWEL

MW-06-01 371.31 370.86 2.05 368.81 0.35 370.51 1.05 369.81

MW-06-02 371.20 370.95 1.07 369.88 1.42 369.53 1.39 369.56

MW-06-03 371.35 371.12 4.82 366.30 5.67 365.45 3.31 367.81

MW-06-04 370.39 370.09 2.64 367.45 1.32 368.77 5.67 364.42

MW-07-04 370.15 369.99 5.48 364.51 0.89 369.10 5.57 364.42

MW-07-05 370.21 369.99 6.59 363.40 5.98 364.01 6.51 363.48

MW-07-06 369.34 369.12 9.32 359.80 10.05 359.07 - -

MW-07-07 365.92 365.94 6.64 359.30 0.79 365.15 7.07 358.87

MW-07-08 371.06 370.70 4.80 365.90 4.52 366.18 5.30 365.40

MW-07-09 364.98 364.64 Dry @ 9.38 Dry Dry @ 9.38 Dry Dry @ 9.38 Dry

MW-07-10 365.01 364.71 7.90 356.81 8.48 356.23 8.32 356.39

MW-08-01 364.84 364.46 8.58 355.88 8.03 356.43 9.35 355.11

MW-08-02 365.13 364.76 6.23 358.53 6.45 358.31 6.42 358.34

BMW-08-03 369.00 368.78 9.71 359.07 9.05 359.73 9.93 358.85

BMW-08-04 363.97 363.84 8.65 355.19 8.42 355.42 9.37 354.47

BMW-08-05 363.00 362.87 7.72 355.15 7.00 355.87 7.86 355.01

MW-08-06 362.34 362.20 7.33 354.87 1.12 361.08 Dry @ 7.60 Dry

BMW-09-01 369.06 368.71 11.44 357.27 11.21 357.50 11.83 356.88

BMW-09-02 370.92 370.67 14.08 356.59 14.26 356.41 14.08 356.59

MW-10-04 370.15 369.83 6.25 363.58 5.24 364.59 6.38 363.45

MW-10-05 371.28 370.94 7.12 363.82 6.46 364.48 7.27 363.67

BMW-11-01 364.87 364.90 11.55 353.35 12.53 352.37 13.32 351.58

BMW-11-02 364.39 364.28 6.20 358.08 7.42 356.86 5.16 359.12

MW-11-03 368.02 368.01 - - 7.77 360.24 8.12 359.89

MW-11-04 369.43 369.22 5.95 363.27 4.72 364.50 6.05 363.17

MW-11-05 365.48 365.36 5.04 360.32 1.84 363.52 7.05 358.31

BMW-11-06 362.96 363.01 10.52 352.49 10.70 352.31 10.79 352.22

BMW-11-07 362.97 362.79 8.27 354.52 7.47 355.32 8.30 354.49

BMW-11-08 369.69 369.33 10.80 358.53 10.19 359.14 11.06 358.27

Notes:TOC = top of PVC well casing*7/13/2006 data collected following well installation** Surface water entered well upon uncapping well*** Water level was recorded after removal of passive diffusion bag samplerDTGW = Depth to Groundwater, GWEL = Groundwater ElevationAll wells are 1" diameter except MW-07-09, 07-10, 08-01, -08-02, -08-06, -10-04, -10-05, -11-03, -11-04, -11-05, and BMW-08-03, -08-04, -08-05, -09-01, -09-02, -11-01, -11-02, -11-06, -11-07, and -11-08 (1.5" diameter), and MW-07-08 (2" diameter).

GLR, LLC - QUARTERLY MONITORING AND SAMPLING REPORT December, 2011Otter Creek Engineering, Inc. Table 1 - Page 1

Groundwater Levels and Elevations (feet)

TABLE 1 - Groundwater Level SummaryGLR, LLC - Groundwater Investigation55 Middle Road North, Middlebury, Vermont

WellGround

ElevationTOC

Elevation11/29/2011

DTGW11/29/2011

GWEL

MW-06-01 371.31 370.86 1.30 369.56

MW-06-02 371.20 370.95 1.41 369.54

MW-06-03 371.35 371.12 5.63 365.49

MW-06-04 370.39 370.09 2.69 367.40

MW-07-04 370.15 369.99 5.18 364.81

MW-07-05 370.21 369.99 4.24 365.75

MW-07-06 369.34 369.12 - -

MW-07-07 365.92 365.94 4.40 361.54

MW-07-08 371.06 370.70 4.94 365.76

MW-07-09 364.98 364.64 Dry @ 9.38 Dry

MW-07-10 365.01 364.71 8.32 356.39

MW-08-01 364.84 364.46 9.05 355.41

MW-08-02 365.13 364.76 6.60 358.16

BMW-08-03 369.00 368.78 9.48 359.30

BMW-08-04 363.97 363.84 9.08 354.76

BMW-08-05 363.00 362.87 7.28 355.59

MW-08-06 362.34 362.20 7.28 354.92

BMW-09-01 369.06 368.71 11.61 357.10

BMW-09-02 370.92 370.67 14.05 356.62

MW-10-04 370.15 369.83 5.80 364.03

MW-10-05 371.28 370.94 6.82 364.12

BMW-11-01 364.87 364.90 13.08 351.82

BMW-11-02 364.39 364.28 6.49 357.79

MW-11-03 368.02 368.01 8.16 359.85

MW-11-04 369.43 369.22 5.97 363.25

MW-11-05 365.48 365.36 6.01 359.35

BMW-11-06 362.96 363.01 10.77 352.24

BMW-11-07 362.97 362.79 7.66 355.13

BMW-11-08 369.69 369.33 10.62 358.71

Notes:TOC = top of PVC well casing*7/13/2006 data collected following well installation** Surface water entered well upon uncapping well*** Water level was recorded after removal of passive diffusion bag samplerDTGW = Depth to Groundwater, GWEL = Groundwater ElevationAll wells are 1" diameter except MW-07-09, 07-10, 08-01, -08-02, -08-06, -10-04, -10-05, -11-03, -11-04, -11-05, and BMW-08-03, -08-04, -08-05, -09-01, -09-02, -11-01, -11-02, -11-06, -11-07, and -11-08 (1.5" diameter), and MW-07-08 (2" diameter).


Groundwater Levels and Elevations (feet)

TABLE 2 - Well Headspace PID SummaryGLR, LLC - Groundwater Investigation55 Middle Road North, Middlebury, Vermont

Well 2/4/2011 2/18/2011 5/5/2011 5/19/2011 8/2/2011 8/16/2011 11/14/2011

MW-06-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-06-02 0.0 0.0 0.0 0.0 0.5 0.0 0.0

MW-06-03 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-06-04 Inaccessible Inaccessible 0.0 0.0 0.0 0.0 0.0

MW-07-04 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-07-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-07-06 0.0 0.0 0.0 0.0 0.0 0.0 -

MW-07-07 0.0 1.5 0.0 0.0 0.0 0.0 0.0

MW-07-08 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-07-09 1.8 2.5 0.0 0.0 0.0 4.5 0.6

MW-07-10 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-08-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-08-02 0.0 0.0 0.0 0.0 0.0 0.0 0.0

BMW-08-03 0.0 0.0 3.7 0.0 4.2 0.0 8.0

BMW-08-04 0.0 0.0 0.0 0.0 4.1 0.0 0.0

BMW-08-05 0.0 0.0 0.0 0.0 2.0 0.0 0.0

MW-08-06 0.0 0.0 0.0 0.0 0.0 0.0 0.0

BMW-09-01 0.0 0.0 0.0 0.0 0.0 0.0 0.0

BMW-09-02 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-10-04 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MW-10-05 0.0 0.0 0.0 0.0 0.0 0.0 0.0

BMW-11-01 10.4 0.0 0.0

BMW-11-02 0.5 0.0 0.0

MW-11-03 7.2 0.0 0.0

MW-11-04 6.7 1.1 1.3

MW-11-05 6.7 1.1 0.0

BMW-11-06 9.0 2.5 0.0

BMW-11-07 26 0.0 0.0

BMW-11-08 0.5 0.0 0.0

ppm = parts per millionGLR, LLC - QUARTERLY MONITORING AND SAMPLING REPORT December, 2011Otter Creek Engineering, Inc. Table 2 - Page 1

Photoionization Detector Assays (ppm)

TABLE 2 - Well Headspace PID SummaryGLR, LLC - Groundwater Investigation55 Middle Road North, Middlebury, Vermont

Well 11/29/2011

MW-06-01 0.0

MW-06-02 0.0

MW-06-03 0.0

MW-06-04 0.0

MW-07-04 0.0

MW-07-05 0.0

MW-07-06 0.0

MW-07-07 0.0

MW-07-08 0.0

MW-07-09 0.0

MW-07-10 0.0

MW-08-01 0.0

MW-08-02 0.0

BMW-08-03 4.7

BMW-08-04 0.0

BMW-08-05 0.0

MW-08-06 0.0

BMW-09-01 0.0

BMW-09-02 0.0

MW-10-04 0.0

MW-10-05 0.0

BMW-11-01 0.0

BMW-11-02 0.0

MW-11-03 0.0

MW-11-04 0.6

MW-11-05 0.0

BMW-11-06 0.0

BMW-11-07 2.7

BMW-11-08 0.0

ppm = parts per millionGLR, LLC - QUARTERLY MONITORING AND SAMPLING REPORT December, 2011Otter Creek Engineering, Inc. Table 2 - Page 1

Photoionization Detector Assays (ppm)

TABLE 3 - Water Quality SummaryGLR, LLC - Groundwater Investigation55 Middle Road North, Middlebury, Vermont

Sample Point CompoundVDEC / GQES 05/27/10 08/24/10 02/18/11 05/19/11 08/16/11 11/29/11

Tetrachloroethene 5.0 <1.0Trichloroethene 5.0 <1.0

MW-06-01 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0 <1.0Trichloroethene 5.0 <1.0

MW-06-02 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0Trichloroethene 5.0

MW-06-03 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0trans-1,2-Dichloroethene 100.0Vinyl Chloride 2.0Tetrachloroethene 5.0Trichloroethene 5.0

MW-06-04 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0trans-1,2-Dichloroethene 100.0Vinyl Chloride 2.0Tetrachloroethene 5.0 328*Trichloroethene 5.0 Dry Well <1.0

MW-06-05 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 No Sample <1.0trans-1,2-Dichloroethene 100.0 Collected <1.0Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0 3.9 *Trichloroethene 5.0 8.8 Dry Well

MW-07-01 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 58.3 No Sampletrans-1,2-Dichloroethene 100.0 6.0 CollectedVinyl Chloride 2.0 <2.0Tetrachloroethene 5.0Trichloroethene 5.0 Dry Well Dry Well

MW-07-02 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0 No Sample No Sampletrans-1,2-Dichloroethene 100.0 Collected CollectedVinyl Chloride 2.0Tetrachloroethene 5.0 <1.0 <1.0Trichloroethene 5.0 <1.0 1.2

MW-07-03 1,1-Dichloroethene 7.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 1.1 1.9trans-1,2-Dichloroethene 100.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0Tetrachloroethene 5.0 <1.0Trichloroethene 5.0 <1.0

MW-07-04 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0Trichloroethene 5.0

MW-07-05 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0trans-1,2-Dichloroethene 100.0Vinyl Chloride 2.0Tetrachloroethene 5.0 <1.0Trichloroethene 5.0 <1.0

MW-07-06 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0Vinyl Chloride 2.0 <2.0

Notes:1. Individual compounds quantified in parts per billion (ppb) = ug/L.2. < = Contaminant not detected above analytical method detection limits.3. VDEC/GQES = Vermont Department of Environmental Conservation, Groundwater Quality Enforcement Standard.4. Detected contaminant concentrations are italicized, bold and shaded grey.5. PDBS = Passive Diffusion Bag Sampler (U = Upper bag, L = Lower bag)* = "grab" sample collected with a disposable bailer


Well Destroyed

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Groundwater Concentrations (ppb)

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Tetrachloroethene 5.0 3.7 3.6 17.5 5.8 6.8 <1.0Trichloroethene 5.0 1.4 1.5 6.4 2.4 9.6 2.0

MW-07-07 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 4.4 1.8 3.7 <1.0 1.3 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0Trichloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0

MW-07-08 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0Trichloroethene 5.0 Dry Well Dry Well Dry Well Dry Well Dry Well

MW-07-09 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0 No Sample No Sample No Sample No Sample No Sampletrans-1,2-Dichloroethene 100.0 Collected Collected Collected Collected CollectedVinyl Chloride 2.0Tetrachloroethene 5.0 <1.0 <1.0* <1.0 <1.0Trichloroethene 5.0 <1.0 <1.0 <1.0 <1.0

MW-07-10 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0Trichloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0

MW-08-01 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0 <1.0 <1.0 <1.0Trichloroethene 5.0 <1.0 <1.0 <1.0

MW-08-02 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0 3.2

Bedrock Well Trichloroethene 5.0 12.3BMW-08-03 1,1-Dichloroethene 7.0 <1.0

cis-1,2-Dichloroethene 70.0 1.1Upper PDBS trans-1,2-Dichloroethene 100.0 <1.0

Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0 58.3 31.3 22.6 11.5 <1.0 <1.0

Bedrock Well Trichloroethene 5.0 16.6 38.2 6.8 4.1 <1.0 <1.0BMW-08-03 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0

cis-1,2-Dichloroethene 70.0 3.0 5.3 <1.0 1.4 <1.0 <1.0Lower PDBS trans-1,2-Dichloroethene 100.0 1.6 2.5 <1.0 <1.0 <1.0 <1.0

Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0

Bedrock Well Trichloroethene 5.0BMW-08-04 1,1-Dichloroethene 7.0

cis-1,2-Dichloroethene 70.0Upper PDBS trans-1,2-Dichloroethene 100.0

Vinyl Chloride 2.0Tetrachloroethene 5.0 70.3 10.5 18.9 8.4 <1.0

Bedrock Well Trichloroethene 5.0 295 280 231 341 <1.0BMW-08-04 1,1-Dichloroethene 7.0 <5.0 <5.0 <5.0 <5.0 <1.0

cis-1,2-Dichloroethene 70.0 <5.0 <5.0 5.4 7.9 <1.0Lower PDBS trans-1,2-Dichloroethene 100.0 <5.0 <5.0 <5.0 <5.0 <1.0

Vinyl Chloride 2.0 <10.0 <10.0 <10.0 <10.0 <2.0Tetrachloroethene 5.0



Vinyl Chloride 2.0Notes:1. Individual compounds quantified in parts per billion (ppb) = ug/L.2. < = Contaminant not detected above analytical method detection limits.3. VDEC/GQES = Vermont Department of Environmental Conservation, Groundwater Quality Enforcement Standard.4. Detected contaminant concentrations are italicized, bold and shaded grey.5. PDBS = Passive Diffusion Bag Sampler (U = Upper bag, L = Lower bag)* = "grab" sample collected with a disposable bailer



PDBS damaged No sample



Tetrachloroethene 5.0 45.1 <1.0 <1.0 <1.0 <1.0 <1.0Bedrock Well Trichloroethene 5.0 43.9 7.0 3.0 5.6 <1.0 <1.0BMW-08-05 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0

cis-1,2-Dichloroethene 70.0 23.3 89.3 93.5 71.2 <1.0 <1.0Lower PDBS trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0

Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0 <1.0* <1.0 <1.0Trichloroethene 5.0 Dry Well <1.0 <1.0 <1.0

MW-08-06 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 No Sample <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 Collected <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0



Vinyl Chloride 2.0Tetrachloroethene 5.0 <1.0 <1.0

Bedrock Well Trichloroethene 5.0 <1.0 <1.0BMW-09-01 1,1-Dichloroethene 7.0 <1.0 <1.0

cis-1,2-Dichloroethene 70.0 <1.0 <1.0Lower PDBS trans-1,2-Dichloroethene 100.0 <1.0 <1.0

Vinyl Chloride 2.0 <2.0 <2.0Tetrachloroethene 5.0



Vinyl Chloride 2.0Tetrachloroethene 5.0 <1.0 <1.0

Bedrock Well Trichloroethene 5.0 <1.0 <1.0BMW-09-02 1,1-Dichloroethene 7.0 <1.0 <1.0

cis-1,2-Dichloroethene 70.0 <1.0 <1.0Lower PDBS trans-1,2-Dichloroethene 100.0 <1.0 <1.0

Vinyl Chloride 2.0 <2.0 <2.0Tetrachloroethene 5.0 87.3 * 89.1*Trichloroethene 5.0 8.0 12.9

MW-10-01 1,1-Dichloroethene 7.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0Tetrachloroethene 5.0Trichloroethene 5.0 Dry Well Dry Well

MW-10-02 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0 No Sample No Sampletrans-1,2-Dichloroethene 100.0 Collected CollectedVinyl Chloride 2.0Tetrachloroethene 5.0Trichloroethene 5.0 Dry Well Dry Well

MW-10-03 1,1-Dichloroethene 7.0cis-1,2-Dichloroethene 70.0 No Sample No Sampletrans-1,2-Dichloroethene 100.0 Collected CollectedVinyl Chloride 2.0Tetrachloroethene 5.0 <1.0 <1.0* <1.0* <1.0* <1.0*Trichloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0

MW-10-04 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0



Well Destroyed

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Well DestroyedWell Destroyed


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Tetrachloroethene 5.0 <1.0 <1.0* <1.0* <1.0*Trichloroethene 5.0 <1.0 <1.0 <1.0 <1.0

MW-10-05 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0Tetrachloroethene 5.0 <1.0Trichloroethene 5.0 <1.0

BMW-11-07 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0 <1.0Trichloroethene 5.0 <1.0

BMW-11-08 1,1-Dichloroethene 7.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0Vinyl Chloride 2.0 <2.0Tetrachloroethene 5.0

DLDC Trichloroethene 5.0Bathroom Sink 1,1-Dichloroethene 7.0

Tap Water cis-1,2-Dichloroethene 70.0trans-1,2-Dichloroethene 100.0Vinyl Chloride 2.0Tetrachloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0Trichloroethene 5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0

Trip Blank 1,1-Dichloroethene 7.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0cis-1,2-Dichloroethene 70.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0trans-1,2-Dichloroethene 100.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0Vinyl Chloride 2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0



Water Service Disconnected


DRAWINGS

APPENDIX A - WATER QUALITY LABORATORY REPORT

Laboratory Report

GLR,LLC Middlebury, VTPROJECT:

DATE RECEIVED:WORK ORDER:

DATE REPORTED:

090205Otter Creek EngineeringPO Box 712East Middlebury, VT 05740

Atten: Bill Norland SAMPLER:December 09, 2011

1111-17586

Bill Norland

November 29, 2011

Reviewed by:

Harry B. Locker, Ph.D.Laboratory Director

Enclosed please find the results of the analyses performed for the samples referenced on the attached chain of custody. All required method quality control elements including instrument calibration were performed in accordance with method requirements and determined to be acceptable unless otherwise noted.

The column labeled Lab/Tech in the accompanying report denotes the laboratory facility where the testing was performed and the technician who conducted the assay. A "W" designates the Williston, VT lab under NELAC certification ELAP 11263; "R" designates the Lebanon, NH facility under certification NH 2037 and “N” the Plattsburgh, NY lab under certification ELAP 11892. “Sub” indicates the testing was performed by a subcontracted laboratory. The accreditation status of the subcontracted lab is referenced in the corresponding NELAC and Qual fields.

The NELAC column also denotes the accreditation status of each laboratory for each reported parameter. “A” indicates the referenced laboratory is NELAC accredited for the parameter reported. “N” indicates the laboratory is not accredited. “U” indicates that NELAC does not offer accreditation for that parameter in that specific matrix. Test results denoted with an “A” meet all National Environmental Laboratory Accreditation Program requirements except where denoted by pertinent data qualifiers. Test results are representative of the samples as they were received at the laboratory

Endyne, Inc. warrants, to the best of its knowledge and belief, the accuracy of the analytical

test results contained in this report, but makes no other warranty, expressed or implied, especially no warranties of merchantability or fitness for a particular purpose.

160 James Brown Dr., Williston, VT 05495Ph 802-879-4333 Fax 802-879-7103

ELAP 11263

www.endynelabs.com

NH203756 Etna Road, Lebanon, NH 03766 Ph 603-678-4891 Fax 603-678-4893

Laboratory Report

Otter Creek Engineering

Page 2 of 8

CLIENT:PROJECT: GLR,LLC Middlebury, VT

WORK ORDER:DATE RECEIVED:

1111-1758611/29/2011

12/9/2011REPORT DATE:

001 Date Sampled: 11/29/11Site: Trip Blank 12/5/11 MGTWAnalysis Date:11:58QualNelacUnitResultParameterQualNelacUnitResultParameter

TEST METHOD: EPA 8260B

< 5.0 ADichlorodifluoromethane ug/L < 3.0 AChloromethane ug/L< 2.0 AVinyl chloride ug/L < 5.0 ABromomethane ug/L< 5.0 AChloroethane ug/L < 2.0 NTrichlorofluoromethane ug/L< 1.0 A1,1-Dichloroethene ug/L < 5.0 AMethylene chloride ug/L< 1.0 Atrans-1,2-Dichloroethene ug/L < 1.0 A1,1-Dichloroethane ug/L< 1.0 Ncis-1,2-Dichloroethene ug/L < 1.0 AChloroform ug/L< 1.0 A1,1,1-Trichloroethane ug/L < 1.0 ACarbon tetrachloride ug/L< 1.0 A1,2-Dichloroethane ug/L < 1.0 ATrichloroethene ug/L< 2.0 A1,2-Dichloropropane ug/L < 0.5 ABromodichloromethane ug/L< 2.0 Acis-1,3-Dichloropropene ug/L < 2.0 Atrans-1,3-Dichloropropene ug/L< 1.0 A1,1,2-Trichloroethane ug/L < 1.0 ATetrachloroethene ug/L< 1.0 N1,3-Dichloropropane ug/L < 2.0 ADibromochloromethane ug/L< 1.0 AChlorobenzene ug/L < 2.0 N1,1,1,2-Tetrachloroethane ug/L< 2.0 ABromoform ug/L < 2.0 A1,1,2,2-Tetrachloroethane ug/L< 1.0 A1,3-Dichlorobenzene ug/L < 1.0 A1,4-Dichlorobenzene ug/L< 1.0 A1,2-Dichlorobenzene ug/L 102 ASurr. 1 (Dibromofluoromethane) %

98 ASurr. 2 (Toluene d8) % 96 ASurr. 3 (4-Bromofluorobenzene) %0 UUnidentified Peaks

002 Date Sampled: 11/29/11Site: MW-06-01 12/5/11 MGTWAnalysis Date:14:28QualNelacUnitResultParameterQualNelacUnitResultParameter


< 5.0 ADichlorodifluoromethane ug/L < 3.0 AChloromethane ug/L< 2.0 AVinyl chloride ug/L < 5.0 ABromomethane ug/L< 5.0 AChloroethane ug/L < 2.0 NTrichlorofluoromethane ug/L< 1.0 A1,1-Dichloroethene ug/L < 5.0 AMethylene chloride ug/L< 1.0 Atrans-1,2-Dichloroethene ug/L < 1.0 A1,1-Dichloroethane ug/L< 1.0 Ncis-1,2-Dichloroethene ug/L < 1.0 AChloroform ug/L< 1.0 A1,1,1-Trichloroethane ug/L < 1.0 ACarbon tetrachloride ug/L< 1.0 A1,2-Dichloroethane ug/L < 1.0 ATrichloroethene ug/L< 2.0 A1,2-Dichloropropane ug/L < 0.5 ABromodichloromethane ug/L< 2.0 Acis-1,3-Dichloropropene ug/L < 2.0 Atrans-1,3-Dichloropropene ug/L< 1.0 A1,1,2-Trichloroethane ug/L < 1.0 ATetrachloroethene ug/L< 1.0 N1,3-Dichloropropane ug/L < 2.0 ADibromochloromethane ug/L< 1.0 AChlorobenzene ug/L < 2.0 N1,1,1,2-Tetrachloroethane ug/L< 2.0 ABromoform ug/L < 2.0 A1,1,2,2-Tetrachloroethane ug/L< 1.0 A1,3-Dichlorobenzene ug/L < 1.0 A1,4-Dichlorobenzene ug/L< 1.0 A1,2-Dichlorobenzene ug/L 102 ASurr. 1 (Dibromofluoromethane) %100 ASurr. 2 (Toluene d8) % 94 ASurr. 3 (4-Bromofluorobenzene) %

0 UUnidentified Peaks

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< 5.0 ADichlorodifluoromethane ug/L < 3.0 AChloromethane ug/L< 2.0 AVinyl chloride ug/L < 5.0 ABromomethane ug/L< 5.0 AChloroethane ug/L < 2.0 NTrichlorofluoromethane ug/L< 1.0 A1,1-Dichloroethene ug/L < 5.0 AMethylene chloride ug/L< 1.0 Atrans-1,2-Dichloroethene ug/L < 1.0 A1,1-Dichloroethane ug/L< 1.0 Ncis-1,2-Dichloroethene ug/L < 1.0 AChloroform ug/L< 1.0 A1,1,1-Trichloroethane ug/L < 1.0 ACarbon tetrachloride ug/L< 1.0 A1,2-Dichloroethane ug/L 2.0 ATrichloroethene ug/L< 2.0 A1,2-Dichloropropane ug/L < 0.5 ABromodichloromethane ug/L< 2.0 Acis-1,3-Dichloropropene ug/L < 2.0 Atrans-1,3-Dichloropropene ug/L< 1.0 A1,1,2-Trichloroethane ug/L < 1.0 ATetrachloroethene ug/L< 1.0 N1,3-Dichloropropane ug/L < 2.0 ADibromochloromethane ug/L< 1.0 AChlorobenzene ug/L < 2.0 N1,1,1,2-Tetrachloroethane ug/L< 2.0 ABromoform ug/L < 2.0 A1,1,2,2-Tetrachloroethane ug/L< 1.0 A1,3-Dichlorobenzene ug/L < 1.0 A1,4-Dichlorobenzene ug/L< 1.0 A1,2-Dichlorobenzene ug/L 104 ASurr. 1 (Dibromofluoromethane) %


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006 Date Sampled: 11/29/11Site: BMW-08-03 12/5/11 MGTWAnalysis Date:12:42QualNelacUnitResultParameterQualNelacUnitResultParameter




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APPENDIX B - WATER QUALITY CHARTS

anrweb.vt.gov … · 24/01/2012 · table 1 - groundwater level summary glr, llc - groundwater...

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