WOODARD&CURRAN CORPORATE OFFICES Maine … · analysis were spoone outd of th coree immediatels y...

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CORPORATE OFFICES Maine Massachusetts WOODARDampCURRAN New Hampshire Connecticut Illinois Florida Engineering bull 3r iltn o - OM bull - lt ns Operational offices throughout the U S

January 26 1999 Superfund Records Center SITE bullbull gt

Roy Koster Central Maine Power Company Technical Service Dept NAOA 100 Edison Avenue

BREAKOTHER

bull ) -^ i 7

Augusta Maine 04330

Re Oil study in the upland marsh area at the CMP OConner site in Augusta Maine

Dear Mr Koster

The investigation to determine the presence and extent of oil in the desiccated clay in the upland marsh area is complete The intent of the investigation was to determine the likely source of oil that accumulated in a wetland piezometer placed in the upland Marsh and to determine the distribution of any additional oil in that area The investigation involved completing 19 geoprobe borings with continuous sampling The samples were retrieved logged with respect to the soil type and tested for oil The oil was identified by splitting the cylindrical sample visually looking for the presence of oil and then spraying the sample with water to determine the presence of an oil sheen Based on the 19 geoprobe borings the stratigraphy and extent of residual oil was determined in the upland marsh This letter report presents the finding of the investigation

Upland Marsh Stratigraphy

The stratigraphy of the soil material in the upland marsh area consists of approximately 8 to 10 feet of desiccated brown clay overlying approximately 15 to greater than 1 feet of soft unfractured gray clay which overlies 2 to 4 feet of till which is in contact with bedrock Groundwater is confined in the till and predominately moves along the till bedrock interface Surface water infiltrates into the fractures in the brown clay and is quasi perched on top of the soft clay making itself available for evapotranspiration Based on historic water elevation data the quasi perched water table in the brown clay fluctuates as much as 6 to 8 feet during the year Figure 1 shows a plan view of the site with the geoprobe locations and the location of three cross sections lines Figure 23 and 4 are the cross sections through the study area depicting the stratigraphy original ground surface and the existing ground surface Attached are the geoprobe logs indicating the depths soil types and the presence of oil

In general the thickest portions of the desiccated clay were in the upland marsh area where the site topography flattens The stratigraphy remains relatively consistent except in the northern portion of the study area (probes G-12 G-13 G-14 G-15 and G-16) the

41 Hutchins Drive i Portland Maine 04102 i 207-774-2112 I 207-774-6635 (Fax) i 1-800-426-4262 i www woodardcurran com

WOODARDampCURRAN

bedrock surface rises and the soft clay pinches out (refer to figures 3 and 4) In this area the desiccated clay is in contact with the till

Oil Distribution

The brown desiccated clay has a blocky fracture structure where oil resides in both vertical and horizontal fractures A slight to moderate oil sheen was found coming from discrete fractures in the clay The blocky clay mass was also examined (ground up and placed in a shallow dish of water) and no oil sheen was found coming from the clay blocks All oil found resided as a residual coating on the clay fractures walls Several samples were selectedJx^abonitoryanalysis (using method 8082 for soil) to determine the presence of PCBs in and around discrete fractures The samples selected for analysis were taken from cores where oil was found in the fractures The samples collected for analysis were spooned out of the cores immediately around fractures observed to be containing the most oil biasing the results toward higher observed concentrations The results of the analysis indicated that PCBs were found in the soil from 0 to 1000 ugkg (ie from 0 to 1 PPM) This is an order of magnitude less than allowed in the designated area and meets the criteria outside the designated area The results are attached

The data collected suggests that the oil originating from the Transformer Work Area II (TWA) ran off the land surface toward the upland marsh and infiltrated into the upper brown desiccated clay Unable to move downward both from the underlying soft clay and the lack of the entrance pressures necessary for an immissible liquid to overcome surface tension forces the oil has remained relatively immobile in the upper clay fractures In the northern portion of the study area where the desiccated clay is in direct contact with the till there is no evidence that suggests the oil has migrated along the till bedrock interface It appears that the oil has migrated vertically downward into the clay reaching an equilibrium between surface tension forces imposed by the clay fracture capillaries the density considerations of an immissible liquid in a saturated medium and a unit infiltration gradient Very little horizontal movement has occurred at depth This conclusion is further substantiated by the oil migration study performed during the source control work in the TWA n area (refer to Management of Migration Comprehensive Evaluation August 1997)

The oil migration study was completed to help further understand if PCBsoil was able to migrate even a small distance in the tillbedrock migration pathway The investigation was completed in the TWA II area where source control work had excavated and removed soil down to the till bedrock migration pathway This soil was excavated and removed because the concentrations of PCBs in the overburden (gt10 PPM) required its excavation and removal PCB concentrations in the tillbedrock migration pathway directly below the excavated area were greater than 670 PPM and were excavated to bedrock Soils adjacent to the excavation were below the removal level of 10 PPM so the excavation in this area was terminated above the tillbedrock migration pathway

WOODARDampCURRAN

To help determine if PCBsoil was mobile in the tillbedrock migration pathway the clean (lt10 PPM) clay soil adjacent to the excavation was removed immediately down gradient of the high concentrations of PCBs and the till sampled It would be expected that if the PCBs were mobile in the tillbedrock migration pathway higher concentrations of PCBs would be found under the clean clay soils immediately down gradient of the contaminated area However very low concentrations of PCBs were found in the tillbedrock migration pathway indicating that PCBs did not move horizontally after the vertical migration through the clay

Figures 5 6 7 and 8 depict both the horizontal and vertical distribution of oil found in the study area As is shown the soft marine clay has effectively acted as a final vertical barrier stopping the vertical movement of residual oil in the upper desiccated clay fractures It is believed that the oil found is residual in nature and without a significant gradient does not migrate

The results of this investigation indicate that

1 bull all the oil found during this investigation is residual in nature Z bull no oil saturated zones were found (ie no defined source area) V bull the oil is not migrating unless an un-natural gradient is induced 4 bull the oil does not appear to be effecting the local ground water or surface water ^ bull the surface soils have all been excavated and replaced The risk of dermal contact has

been eliminated ( bull the concentrations of PCBs found were below the target cleanup concentrations in

the ROD bull the only means of removal is soil excavation

Based on these finding it is recommended that a surface water sample be collected from the upland marsh to confirm that the oil is not impacting the surface water

Sincerely WOODARD amp CURRAN INC

Eric CarlsonPE CG Senior Hydrogeologist

cc Mike Penzo Raytheon Environmental Services (2 copies) Wilkes Harper MEDEP (2 copies) Erin Haskett USEPA (3 copies)

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Katahdin A N A L Y T I C A L S E R V I C E S

Lab Nurrber WO-3889-1 CLIENT JAY MXDY Report Date 011999

Woodard amp Curran PO No 9713706 41 Hutchins Dr Project OCONNOR Portland ME 04102

REPORT OF ANALYTICAL RESULTS Page 1 of 4

SAMPLE DESCRIPTION MATRIX SAMPLED BY SAMPLED DATE RECEIVED

G-10 Solid J MOODY 120198 120898

PARAMETER RESULT UNITS DF PQL METHOD ANALYZED BY NOTES

PCBs only by USEPA 8082 1

PCB-1016 lt20 zgkgdrywt 12 17 SW8082 121498 JY PCB-1221 lt40 jgkgdrywt 12 33 SW8082 121498 JY PCB-1232 lt20 jgkgdrywt 12 17 SW8082 121498 JY PCB-1242 780 jgkgdrywt 12 17 SW8082 121498 JY PCS- 1248 lt20 jgkgdrywt 12 17 SW8082 121498 JY PCB-1254 lt20 jgkgdrywt 12 17 SW8082 121498 JY PCB-1260 220 jgkgdrywt 12 17 SW8082 121498 JY 2456 -Tetrachloro-meta-xylene ( 60 12 SW8082 121498 JY Decachlorobiphenyl ( Recovery) 73 12 SW8082 121498 JY

POL (Practical Quantitation Level) represents laboratory reporting limits and may not reflect sample-specific reporting limits Sample-specific limits are indicated by results annotated with lt values

(1) Sample Preparation on 121198 by DPD

011999

LJOjcbjdyAp (dw) lab OL11PPS4 CC NORM MICHAUD

CMP-AUGUSTA

OOOOOO2


Lab Number WO-3889-2 CLIENT JAY MOODY Report Date 011999

Wbodard amp Curran PO No 9713706

41 Hutchins Dr Project OCCNNOR Portland ME 04102



G-17 Solid J MOODY 120198 120898


PCBs only by USEPA 8082 1 PCB-1016 lt22 jgkgdrywt 13 17 SW8082 121498 JY PCB-1221 lt43 jzgkgdrywt 13 33 SW8082 121498 JY PCB-1232 lt22 gkgdrywt 13 17 SW8082 121498 JY PCB-1242 131 pigkgdrywt 13 17 SW8082 121498 JY

PCB-1248 lt22 gkgdrywt 13 17 SW8082 121498 JY PCS- 1254 lt22 jgkgdrywt 13 17 SW8082 121498 JY PCB-1260 370 gkgdrywt 13 17 SW8082 121498 JY 2456-Tetrachloro-meta-xylene (i s 61 13 SW8082 121498 JY Decachlorobiphenyl ( Recovery) 74 13 SW8082 121498 JY

PQL (Practical Quantitation Level) represents laboratory reporting limits and may not reflect sartpleshyspecific reporting limits Sarrple-specific limits are indicated by results annotated with lt values

(1) Sartple Preparation on 121198 by DPD

011999

LJOjcbjdykp(dw)lab OL11PPS4 CC NORM MICHAUD

OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY

Wbodard amp Curran 41 Hutchins Dr Portland ME 04102

SAMPLE DESCRIPTION

PARAMETER

PCBs only by USEPA 8082

PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260

2456-Tetrachloro-meta-xylene ( Decachlorobiphenyl ( Recovery)

Lab Nurrber WO-3889-3 Report Date 011999 PO No 9713706 Project OCONNOR


MATRIX SAMPLED BY SAMPLED DATE RECEIVED

Solid J MOODY 113098 120898

RESULT UNITS DP PQL METHOD ANALYZED BY NOTES

lt22 gkgdrywt 1 3 17 SW8082 121498 JY lt43 jjgkgdrywt 1 3 33 SW8082 121498 JY lt22 gkgdrywt 1 3 17 SW8082 121498 JY lt22 Kjkgdrywt 1 3 17 SW8082 121498 JY lt22 zgkgdrywt 1 3 17 SW8082 121498 JY lt22 jgkgdrywt 1 3 17 SW8082 121498 JY lt22 jgkgdrywt 1 3 17 SW8082 121498 JY 57 1 3 SW8082 121498 JY 75 1 3 SW8082 121498 JY

PQL (Practical Quantitation Level) represents laboratory reporting limits and may not reflect sample-specific reporting limits Sample-specific limits are indicated by results annotated with lt values


011999

LJOjcbjdyAp(dw) OL11PPS4 CC NORM MICHAUD

OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin

ANALYTICAL S E RVI C^ bull bull bullbullbullbullbull^ ^ ^ ^ ^ ^ ^ H

CLIENT JAY MOODY

Woodard amp Curran 41 Hutchins Dr Portland ME 04102

SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS

jgkgdrywt igkgdrywt igkgdrywt pigkgdrywt igkgdrywt jgkgdrywt pgkgdrywt

Lab Number RepDrt Date PO No

Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD

12 17 SW8082 12 33 SW8082 12 17 SW8082 12 17 SW8082 12 17 SW8082 12 17 SW8082 12 17 SW8082 12 SW8082 12 SW8082

WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY

121498 JY 121498 JY 121498 JY 121498 JY 121498 JY 121498 JY 121498 JY 121498 JY 121498 JY

4

RECEIVED

120898

NOTES

PQL (Practical Quantitation Level) represents laboratory reporting limits and may not reflect sarrpleshyspecific reporting limits Sample-specific limits are indicated by results annotated with lt values


011999


CMP-AUGUSTA

OOOOOO5

1

WOODARDampCURRAN

bedrock surface rises and the soft clay pinches out (refer to figures 3 and 4) In this area the desiccated clay is in contact with the till

Oil Distribution

The brown desiccated clay has a blocky fracture structure where oil resides in both vertical and horizontal fractures A slight to moderate oil sheen was found coming from discrete fractures in the clay The blocky clay mass was also examined (ground up and placed in a shallow dish of water) and no oil sheen was found coming from the clay blocks All oil found resided as a residual coating on the clay fractures walls Several samples were selectedJx^abonitoryanalysis (using method 8082 for soil) to determine the presence of PCBs in and around discrete fractures The samples selected for analysis were taken from cores where oil was found in the fractures The samples collected for analysis were spooned out of the cores immediately around fractures observed to be containing the most oil biasing the results toward higher observed concentrations The results of the analysis indicated that PCBs were found in the soil from 0 to 1000 ugkg (ie from 0 to 1 PPM) This is an order of magnitude less than allowed in the designated area and meets the criteria outside the designated area The results are attached

The data collected suggests that the oil originating from the Transformer Work Area II (TWA) ran off the land surface toward the upland marsh and infiltrated into the upper brown desiccated clay Unable to move downward both from the underlying soft clay and the lack of the entrance pressures necessary for an immissible liquid to overcome surface tension forces the oil has remained relatively immobile in the upper clay fractures In the northern portion of the study area where the desiccated clay is in direct contact with the till there is no evidence that suggests the oil has migrated along the till bedrock interface It appears that the oil has migrated vertically downward into the clay reaching an equilibrium between surface tension forces imposed by the clay fracture capillaries the density considerations of an immissible liquid in a saturated medium and a unit infiltration gradient Very little horizontal movement has occurred at depth This conclusion is further substantiated by the oil migration study performed during the source control work in the TWA n area (refer to Management of Migration Comprehensive Evaluation August 1997)

The oil migration study was completed to help further understand if PCBsoil was able to migrate even a small distance in the tillbedrock migration pathway The investigation was completed in the TWA II area where source control work had excavated and removed soil down to the till bedrock migration pathway This soil was excavated and removed because the concentrations of PCBs in the overburden (gt10 PPM) required its excavation and removal PCB concentrations in the tillbedrock migration pathway directly below the excavated area were greater than 670 PPM and were excavated to bedrock Soils adjacent to the excavation were below the removal level of 10 PPM so the excavation in this area was terminated above the tillbedrock migration pathway

WOODARDampCURRAN











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6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

WOODARDampCURRAN











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6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

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no s

ec

no s

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CD Q)0)

6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

0oo

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$ 2 0)

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to

bull

73

to

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co

co

bull

in m to toto

v -

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to CO o 73

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o

73

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en S to

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to 8 CO CO CD 73

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bull CO

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in

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-C Q CD 73

00

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03

pound 2 0 73 O E

pound Q CD 73

mdash CO 73 C CO

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o ra ogt O)

oo C0) O o c

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B 73

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c c 2 73




c CO 1o c o o

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no s

ec

no s

ec

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6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

__

0) en CO a

CO

CD in JO CO Tt

CD 13 o

5 Qgt JO

CO to 13 JD CD


CM co CO y S2 CD CO


o CD JO JO c jtt


in c 5 CO I^




none


1JD

CO 13 C Cc C c0 o O 0 o O 0 O 0 0


to 0)

c

o CO

CO

cS c

CO

CO

CO 13 CD Q)

to jg CJ

CO CD

CO

53to O co co CD 13

to CD

JO

13 CD to CJ

to CD

JO

13 53to o

CO

gtgt JO

13 JD to O

to CD


c u

c o o c 2 3 o 00

TO


som

e O 0




13 o JD CO

CD JD E 13 13

JD JD O CO O co

Q o co 73







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CM 0)O) CO a

co 03 ^_co

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LO _Q 0 2 2 CD 03 CD

03 CD 03 03 03 CD 03 03 03 CO 03 CD 03 03 c c to


c g c 5 0) ggt TJ


c 03 CO 2


CO U 1 03 CD CO 00

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tled

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CD 0 2 CO o


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co CD k mdash

CO CD ^~

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p 5 CO

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0

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c o c

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co CO CJ 73

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J5

to

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co co CJ

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CO gt

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to

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73 JD

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CO o 73

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0

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to co to

shy bull^

co CD

^


S

0

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73

CO CO

CO c o

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co CD

^ O CO


73

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73

CO

to C

2 XI 3= to

1 2 Cn 73 C CO co 73

CO CO

CO

bull

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to to co 3

73

JO

2 en co 73 c CO CO

co

bull

73

to

$ 2 0)

to 73

CO CO

to

bull

73

to

S 2 en to 73

CO CO

co

co

bull

in m to toto

v -

CD Q

CO to 0 C shy

co CD

T3 CO^z 73 OJ

O CJ

CO co CD 73

73 JD

O E to CO CJ

73

CO

co

2 en

to


73 JD $^ O

to CO o 73

CO JO

to C

o

73

CO

en S to

CJ

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to 8 CO CO CD 73

73 JD i o

pound CO o

73

CO

to C

o

73

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c

o

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CO 0)

0 c

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CO to 0 C

()

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o

to

CO

CO o 73 C CO JO

to

2 en

to

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to

CD

2

73 c CO co 73

CO co

JO

to

^

0gt

to to CO

bull

CO


o CO 6

0

CD CO

CO

6

q ci CD

bull CO

6 OJ

CO ^1

4 CO

q

CD

0 OJ CD

~~

q

6 Cvi

CO

i

qoj 6

O in 6 ci

in in 6 in

qci CD

0 CO1 o OJ

q

6 CO

o CO

CD Tt

in o

CD CO

o y in CD

0 ci CD

in

CD oi

bull f CO in r-shy

CO ogt 4 CO

^Jshyh-O)

CO 0)


C5 o 0 0 CO o

- -

CD D)OJ Q

-C Q CD 73

00

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03

pound 2 0 73 O E

pound Q CD 73

mdash CO 73 C CO

r^



o ra ogt O)

oo C0) O o c

o 5CO

2 O) en o c c 3 ^

00 co




CO co co CO CO CO


B 73

CO CO 73 73 73 j


c c 2 73




c CO 1o c o o

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no s

ec

no s

ec

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6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

CM 0)O) CO a

co 03 ^_co

to o CO

V 03

~CD TJ O t)



in o CO


LO _Q 0 2 2 CD 03 CD

03 CD 03 03 03 CD 03 03 03 CO 03 CD 03 03 c c to


c g c 5 0) ggt TJ


c 03 CO 2


CO U 1 03 CD CO 00

mot

tled

som

e de

ssic

ated

ottle

d d

essi

ccat

ed fr

actu

i ot

tled

des

sicc

ated

frac

tui

limite

d de

ssic

atio

ns

limite

d de

ssic

atio

ns

mot

tled

des

sicc

ated

fra

ci

mot

tled

des

sicc

ated

frac

t m

ottle

d d

essi

ccat

ed f

raci

dess

icat

ed

seve

ral f

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u

mot

tled

des

sicc

ated

fr

iottl

ed

dess

icca

ted

frac

tu

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dard

TJ CD

CD C o 0

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b TJ _Q3

5

co CO o TJ c

in m

CO c _CD

TJ

CO co

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1xi 2 o 1 to xi2 I2 2o cO 2 2

01 2 to to 55 XI en 55 m XI 55







6 6 6 6 6 CO 6 6

2

CO

X w CO Q

in o CO

CD to CD

CD 0 2 CO o


CO CD

OJ

r -1

co CD k mdash

CO CD ^~

poundto CJ o

p 5 CO

CD C O c

2 c

3 CD

0

CD

0

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0

o

1

CD C o c

CD c o c

CD C O c

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^^ to 3

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0

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c

5

^ CO shy

c

1CD c o c

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co CD 73 C


c o c

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CO CD

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0

co CO CJ 73

CO to to c

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J5

to

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co co CJ

73 C CO

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CO gt

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CO CJ

73 C CO to

to

CO

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Q) bull^

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73 JD

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CO o 73

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0

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to

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shy bull^

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^


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0

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73

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co CD

^ O CO


73

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73

CO

to C

2 XI 3= to

1 2 Cn 73 C CO co 73

CO CO

CO

bull

CO

to to co 3

73

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co

bull

73

to

$ 2 0)

to 73

CO CO

to

bull

73

to

S 2 en to 73

CO CO

co

co

bull

in m to toto

v -

CD Q

CO to 0 C shy

co CD

T3 CO^z 73 OJ

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CO co CD 73

73 JD

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73

CO

co

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to


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CO JO

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o

73

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en S to

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to 8 CO CO CD 73

73 JD i o

pound CO o

73

CO

to C

o

73

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c

o

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CO 0)

0 c

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CO to 0 C

()

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o

to

CO

CO o 73 C CO JO

to

2 en

to

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CO c o

to

CD

2

73 c CO co 73

CO co

JO

to

^

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to to CO

bull

CO


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0

CD CO

CO

6

q ci CD

bull CO

6 OJ

CO ^1

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q

CD

0 OJ CD

~~

q

6 Cvi

CO

i

qoj 6

O in 6 ci

in in 6 in

qci CD

0 CO1 o OJ

q

6 CO

o CO

CD Tt

in o

CD CO

o y in CD

0 ci CD

in

CD oi

bull f CO in r-shy

CO ogt 4 CO

^Jshyh-O)

CO 0)


C5 o 0 0 CO o

- -

CD D)OJ Q

-C Q CD 73

00

F~shy

03

pound 2 0 73 O E

pound Q CD 73

mdash CO 73 C CO

r^



o ra ogt O)

oo C0) O o c

o 5CO

2 O) en o c c 3 ^

00 co




CO co co CO CO CO


B 73

CO CO 73 73 73 j


c c 2 73




c CO 1o c o o

^ 1o ~ ^


o in CVJ


no s

ec

no s

ec

CD Q)0)

6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

CO

X w CO Q

in o CO

CD to CD

CD 0 2 CO o


CO CD

OJ

r -1

co CD k mdash

CO CD ^~

poundto CJ o

p 5 CO

CD C O c

2 c

3 CD

0

CD

0

CD

0

o

1

CD C o c

CD c o c

CD C O c

^~

^^ to 3

CD

0

CD

0

CD

0

o CO ^mdash

c

5

^ CO shy

c

1CD c o c

CD C o c

co CD 73 C


c o c

V CT) T3

t5Q)

C CO CD

CO CD

o o 2 2 c

o(f) w

c5

c o O b

CO CD

^ tj CO


73

73 JB

0

co CO CJ 73

CO to to c

O

J5

to

CO CD J5 0 2

poundto o

8 CD 73

co co CJ

73 C CO

2 Cn

3=

to

co CD

CO gt

CO CO

CO CJ

73 C CO to

to

CO

CO

to toto

Q) bull^

co pound

tj


CD 73

73 JD

E

CO o 73

CO

to C

0

3=

to

CD

2 Cn

CO co 73 C CO co jo

CO

~

CO

to co to

shy bull^

co CD

^


S

0

CO CJ

73

CO CO

CO c o

CO

co CD

^ O CO


73

O

CO CJ

73

CO

to C

2 XI 3= to

1 2 Cn 73 C CO co 73

CO CO

CO

bull

CO

to to co 3

73

JO

2 en co 73 c CO CO

co

bull

73

to

$ 2 0)

to 73

CO CO

to

bull

73

to

S 2 en to 73

CO CO

co

co

bull

in m to toto

v -

CD Q

CO to 0 C shy

co CD

T3 CO^z 73 OJ

O CJ

CO co CD 73

73 JD

O E to CO CJ

73

CO

co

2 en

to


73 JD $^ O

to CO o 73

CO JO

to C

o

73

CO

en S to

CJ

2 73

to 8 CO CO CD 73

73 JD i o

pound CO o

73

CO

to C

o

73

CO

I en

to

CO

o 73 C CO JO

CO

c

o

CO

CO 0)

0 c

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CO to 0 C

()

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o m



o

to

CO

CO o 73 C CO JO

to

2 en

to

COgtlt

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CO c o

to

CD

2

73 c CO co 73

CO co

JO

to

^

0gt

to to CO

bull

CO


o CO 6

0

CD CO

CO

6

q ci CD

bull CO

6 OJ

CO ^1

4 CO

q

CD

0 OJ CD

~~

q

6 Cvi

CO

i

qoj 6

O in 6 ci

in in 6 in

qci CD

0 CO1 o OJ

q

6 CO

o CO

CD Tt

in o

CD CO

o y in CD

0 ci CD

in

CD oi

bull f CO in r-shy

CO ogt 4 CO

^Jshyh-O)

CO 0)


C5 o 0 0 CO o

- -

CD D)OJ Q

-C Q CD 73

00

F~shy

03

pound 2 0 73 O E

pound Q CD 73

mdash CO 73 C CO

r^



o ra ogt O)

oo C0) O o c

o 5CO

2 O) en o c c 3 ^

00 co




CO co co CO CO CO


B 73

CO CO 73 73 73 j


c c 2 73




c CO 1o c o o

^ 1o ~ ^


o in CVJ


no s

ec

no s

ec

CD Q)0)

6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

- -

CD D)OJ Q

-C Q CD 73

00

F~shy

03

pound 2 0 73 O E

pound Q CD 73

mdash CO 73 C CO

r^



o ra ogt O)

oo C0) O o c

o 5CO

2 O) en o c c 3 ^

00 co




CO co co CO CO CO


B 73

CO CO 73 73 73 j


c c 2 73




c CO 1o c o o

^ 1o ~ ^


o in CVJ


no s

ec

no s

ec

CD Q)0)

6






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1






G-10 Solid J MOODY 120198 120898






011999


CMP-AUGUSTA

OOOOOO2







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1







G-17 Solid J MOODY 120198 120898






011999


OMP-AUGUSTA

0000003 0gt

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

G-5


CLIENT JAY MOCDY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260










011999


OMP-AUGUSTA

OOOOOO4

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

G-l

Katahdin


CLIENT JAY MOODY


SAMPLE DESCRIPTION

PARAMETER


PCB-1016

PCB-1221

PCB-1232

PCB-1242

PCB-1248 PCB-1254

PCB-1260


REPORT OF

RESULT

lt20

lt40

lt20

260

lt20

lt20

580 62 71

ANALYTICAL

MATRIX

Solid

UNITS



Project

RESULTS

SAMPLED BY

J MOODY

DF PQL METHOD


WO-3889-4

011999

9713706

OCONNOR

Page 4 Of

SAMPLED DATE

113098

ANALYZED BY


4

RECEIVED

120898

NOTES



011999


CMP-AUGUSTA

OOOOOO5

1

WOODARD&CURRAN CORPORATE OFFICES Maine … · analysis were spoone outd of th coree immediatels y...

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Transcript of WOODARD&CURRAN CORPORATE OFFICES Maine … · analysis were spoone outd of th coree immediatels y...