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DRAFT REMEDIALINVESTIGATION REPORT

VOLUME I: APPENDIX A-D, F-I, K

ROBINTECH INC./NATIONAL PIPE CO. SITE

DECEMBER 20, 1990

REVISED: APRIL 19, 1991

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APPENDIX A

SITE UTILITIES MAPGROUND PENETRATING RADAR SURVEY REPORT

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EPA REGION IISCANNING TRACKING SHEET

DOC ID #56309

DOC TITLE/SUBJECT:SITE UTILITY PLANNATIONAL PIPE CO.

THIS DOCUMENT IS OVERSIZED AND CAN BELOCATED IN THE ADMINISTRATIVE RECORD FILEAT THE

SUPERFUND RECORDS CENTER290 BROADWAY, 18™ FLOORNEW YORK, NY 10007

Subsurface Consulting Ltd. 22 Curtli Avenue (203) 746-6570New Fairtleld. CT 06812

Route 22 < 9 1 4 > 279-28«9Brewster. NY 10509

p. i of 14

SUMMARY: GROUND-PENETRATING RADAR SURVEYOF NATIONAL PIPE FACILITY,

3421 OLD VESTAL PARKWAY, VESTAL , NY6 APRIL 1988

A ground-penetrating radar (GPR) survey was carried outon 6 April 1988 to verify the existence of mapped electric,storm and sewer lines, and to attempt to locate unmapped, orincorrectly located utility, storm, and sewer lines. Inaddition a test boring program was proposed by HartEnvironmental, and a detailed GPR survey was done of apossible test boring site south of shed A, on the west sideof the property.

The planned GPR survey called for one to coverapproximately 12,600 square feet along the west driveway

• into the National Pipe facility, from an open storm drain atthe north end, approximately to the above ground fuel tanks,and from the building line extending from the west face ofthe new compressor building, westward toward the sheds, justbeyond the driveway (see p. 5) Not all of the originalcontracted area could be covered because of obstructions(buildings and tanks) or terrain limitations.

At the request of Ms. Susan Shaw of the United StatesEnvironmental Protection Agency, who was on the site at thetime of the GPR investigation, the survey was extended alongthe driveway to the south, toward Old Vestal Road, andwestward, onto the gravel parking area. Additional runswere made parallel to the western boundary of the site, onevery close to the line, and the other about 40 feet to theeast, starting at a point in between sheds A and B (pp. 5,6) extending in a northerly direction.

The survey was carried out with a grid system on 10foot centers, which were marked with spray paint on thepaved surfaces, or with surveyor's shiners on unpaved areas.Another grid system was set up in the vicinity of the septictanks, in order to ascertain the existence of electric andsewer lines in that area.

Both 300 megahertz (MHz) and 500 MHz radar antennaswere used in the survey. The 300 attained a maximumpenetration depth of about 10 feet below the surface, andthe 500 resolved objects to a depth of about 6 feet belowthe surface. g

ooNote on interpretation : PJeaa« refer tc the flyer (p.

14) which gives additional background information on the gmechanics of the radar system. On the enclosed copies of Mthe radar runs (pp. 7, 8, 10, 12, 13), the horizontal scaleis the actual ground distance traversed during the survey. ®The vertical scale records not depth, but time . <*

p. 2 of 14

What :s printed is the length of time it takes for a radarpulse to strike an object, and be reflected back to theantenna. The electromagnetic (radar) waves travel at thespeed of light in air (about 1 foot in a billionth of asecond, or nanosecond) and in metals, but much more slowlyin soils and rocks. If we know the dielectric properties ofthe material the radar wave is going through, we can convertthe time into a distance scale. This depth scale is thenusually verified (ground truthed) by excavation to a target.At the National Pipe site, I used an assumed dielectricconstant for the substrate of about 5 (close to that of manydry sands and gravels), which produces a round trip returntime of 4.5 ns per foot. This assumption leads to depthestimates for the utilities that are eminently reasonable,and should differ from the true values by no more than a fewpercent.

MAIN GRID:On the utility map of the National Pipe site, a storm

drain is shown at about 95 feet from the base of the grid(line A,B,C,D,E,-A), another at 118 feet, an electric lineat 122 feet, and a sanitary sewer line at about 130 feet.In addition, an electric line coming from a power pole onOld Vestal Road is shown crossing the driveway diagonally atabout 220 feet from the base of the grid. Most of thesefeatures did not appear in those locations on the radarscans (p. 6).

A series of targets appeared at what I refer to asutility depth (2-6 feet below the surface). One, at apresumed depth of 3.4 feet appeared at the 5 foot grid lineon runs B and C, and again at E (p. 7). I am not certainwhat it is, (other than that it is a linear feature) but Isuspect it might be a shallow drain that may empty into theopen storm drain at the grid base line, towards which itappears to converge. Another pipe target with a depth ofabout 3 feet, appeared at about the 18-20 foot line, andthis appears to tie into the compressor room downspout.

Another series of targets (p. 8), interpreted as alarge diameter pipe lying at a depth of about 4 feet,appeared to run at about the 108-112 foot marker onto theunpaved portion of the lot. This is likely to be one of thestorm drains coming from the building. Another targetappeared at about the 115 foot line; this may also be a ostorm drain, or a sanitary sewer line. At the 155 foot w

marker, another target was detected running parallel «•« theochers, and this may be an electric utility line. By far othe most consistent and distinct pipe target to appear ^showed up along the 118 foot grid marker, at a depth of2.5-2.7 feet. It is most likely an electric utility -jconduit, because it lines up with a transformer pad on the 2>south side of the building, near the three vertical tanks.

p. 3 of 14

The 12" PVC storm drain that runs diagonally across thedriveway from the compressor building to the invert at theedge of the parking area was detected at 50-C and 70-D,lying at a depth of about 6 feet below the surface.

Other scattered targets (pp. 9, 10) appeared at anumber of locations along the runs, but they were notconsistent enough to be considered as utility lines. Inorder to ascertain whether a target is an isolated rockfragment or piece of construction debris, rather than apipe, the feature should show up at approximately the samedepth in a series of runs across its axis. Where the fillmaterial is very heterogeneous, it is often difficult tolocate a pipe in among the other scattered radar returnsignals.

SEPTIC TANK AREA:This was a a very difficult area in which to run a

radar survey. The surface was very rough and irregular, washighly disturbed, and the subsurface wet and highlyconductive because of the existence of the leach fields.

In running a GPR survey, it is imperative that theantenna be kept as level as possible. If it bounces aroundon an irregular surface, the radar beam, (which is detectingobjects normal to its bottom surface) ends up "shining" inso many different directions that a clear, coherent pictureof the subsurface will not emerge. In addition, water inthe ground will begin to adversely affect depth estimates,because the dielectric constant of water is so high, that itsubstantially retards the velocity of the propagating wave.

A detailed sketch of the septic area is included aspage 11. It is clear that area contains a tangle of pipetargets at varying depths, and it is impossible to determinewhether they are electric or sewer lines. Because of theinability to provide a clear answer to what the dispositionof utilities is in this area, X. would urge caution if anyexcavation, boring, or well drilling is contemplated in theimmediate vicinity of the septic system.

In addition, just to the south of shed A, a possibleboring site was scanned with the 500 and 300 MHz antennas tolook for pipes or utilities that might interfere with thetest boring. The radar return signal here was very noisy,indicating a hetereogeneous fill material and constructiondebris, but there does not appear to be any pipe or conduitmaterial at least to the depth reached by the radar (8-10feet). The center of the scans was marked by an unpaintedsurveyor's shiner (p. 12).

p. 4 of 14

ADDITIONAL RUNS:At the request of Ms. Shaw of the EPA, two strip runs

were carried out in a northerly direction, one startingbetween sheds A and E, for approximately 150 feet. Thesecond run was made aoout 40 feet to the west of the first,between the western property line and the steel storageracks that contained various diameters of plastic pipe (pp.5, 6, 13) .

A gently sloping interface was seen on the runs betweenthe sheds, ranging from a depth of 1-4 feet below thesurface (p. 13). This interface, in the absence of anexcavation to check it out, cannot be identified withcertainty. It might be the original ground surface, or itmay represent the radar trace of the water table.

The purpose of this survey, as requested by Ms. Shaw,was to locate any drain lines that might not be depicted onthe utility maps at National Pipe. Only one target appearedat a depth of about 4-5 feet below the surface, and at adistance of 135 feet from the sheds. This I interpret as astorm drain that is shown on the utility map running NE-SW,in approximately this location. No other pipe targetsappeared on any of these runs, which were made with both 500and 300 MHz antennas.

The second strip, close to and parallel to the westernproperty line, was surveyed with both antennas. All thatshowed up on the radar was a picture of a veryheterogeneous, disturbed area. There was no uneqivocalindication of any pipe entry into the vicinity of thisstrip.

CONCLUSION:The GPR survey detected electric utility, storm and

sewer lines on the site. Many lines indicated on theutility map did not agree with the results of the radarsurvey, but were in the same general area. No unmappedpipes that might be interpreted as drain or sewer linesappeared on any of the runs, except for one linear featurethat appeared at the 5 foot line on the main grid. It isconceivable that there are unmapped drain lines that liebeyond the penetration depth of the radar. However, this isregarded as unlikely because the 300 MHz antenna receivedreturn signals at 45-50 ns, or a depth equivalent of 10-11feet. I was unable to delineate and separate out theputative electric line running through the septic tank area.

Submitted 12 April 1988

S. Mellett, Ph.D.

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Route 22Brewjlpr, NY 10509( < » M ) 779 ?B49

Jame» S Mellell Ph. D.President ROB 001 0775

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Subsurface Consulting Ltd. '22 Curds Avenue 4 4.New Falrfield. CT 06812 '(203) 746-6570

Route 22 ———-—Brewster, NY 10509(914) 279-2849

James S. Mellett Ph. D.President

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APPENDIX B

SEISMIC REFRACTION SURVEY DATA

Subsections

B-l Raw DataB-2 Distance - Time GraphsB-3 Summary Table

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RAW DATA

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SEISMIC REFRACTION SURVEY DATANATIONAL PIPE, VESTAL, NY

LINE A

N-S S-N S-N

Distance(FT)

246810121416182025303540455060708090100

Time(MSEC)

3.25.27.311.913.014.115.115.715.416.418.320.321.123.123.525.027.229.730.331.031.9

Distance(FT)

2468101214161820253035404550607080901008595

Time(MSEC)

8.311.313.315.016.317.218.018.219.720.821.723.625.226.026.827.629.230.730.429.732.130.130.8

Distance(FT)

246810121416182025303540455060708090100

LINE B

Time(MSEC)

5.67.38.510.010.812.112.814.215.215.015.617.718.319.319.319.921.322.023.525.828.0

N-S

Distance(FT)

24681012141618202530354045506070809095100

Time(MSEC)

3.77.27.59.19.99.810.711.912.213.013.714.916.417.718.519.521.924.325.426.627.027.2

SEISMIC REFRACTION SURVEY DATANATIONAL PIPE. VESTAL, NY

E-W

LINEC

W-E E-W

LINE D

W-E

Distance(FT)

246810121416182025303540455060707580859095100

Time(MSEC)

4.25.76.67.48.59.110.110.911.412.013.214.315.717.118.019.622.023.525.024.526.225.626.827.7

Distance(FT)

24681012141618202530354045506065707580859095100

Time(MSEC)

7.99.49.611.011.712.513.214.014.815.515.917.318.318.919.519.920.220.521.422.422.322.823.924.024.4

Distance(FT)

2457.510152025303540455060657075808590100

Time(MSEC)

4.87.17.57.99.310.511.613.114.815.416.617.819.320.821.622.323.524.226.026.027.6

Distance(FT)

2468101214161820253035404550606570758085

Time(MSEC)

9.711.311.313.013.814.316.416.917.117.416.719.320.721.121.022.623.822.423.723.124.024.7


LINE E LINE F

N-S S-N E-W W-E

Distance(FT)

2.557.51012.51517.520253035404550556065708090100

Time(MSEC)

10.310.711.813.114.615.515.816.417.418.519.120.720.221.922.021.523.323.725.928.230.4

Distance(FT)

2.557.51012.51517.520253035404550556065707580859095100

Time(MSEC)

11.711.511.912.914.714.916.717.617.619.719.220.221.422.722.223.923.724.826.025.927.528.130.030.3

Distance(FT)

2.557.51012.51517.520253035404550556065707580859095100

Time(MSEC)

7.510.212.613.515.716.818.919.620.721.722.823.124.025.125.826.826.527.727.928.728.929.429.631.2

Distance(FT)

2.557.51012.51517.520253035404550556065708090100

Time(MSEC)

7.210.311.913.614.816.117.218.319.721.122.224.024.324.925.125.225.526.528.430.431.6

E-W


LINEG LINE H

W-E S-N N-S

Distance(FT)

2.557.51012.51517.52022.52527.53032.53537.540455055606570758090100

Time(MSEC)

5.77.49.010.2511.7512.814.516.218.722.223.724.525.025.325.526.226.627.527.727.828.729.028.030.131.232.1

Distance(FT)

2.557.51012.51517.52025303540455060708090100

Time(MSEC)

6.58.39.511.112.513.714.916.417.218.720.622.223.625.126.327.828.330.431.2

Distance(FT)

2.557.51012.51517.520253035404550556065708090100

Time(MSEC)

7.59.811.213.816.219.319.821.723.323.924.526.727.027.429.430.831.731.233.034.134.6

Distance(FT)

2.557.51012.51517.520253035404550556065707580859095100

Time(MSEC)

6.48.612.315.318.820.521.822.623.925.125.827.127.928.728.329.430.530.431.330.432.432.634.135.2

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LINE LINE J

E-W W-E S-N N-S

Distance(FT)

2.557.51012.51517.52025303540455060708090100

Time(MSEC)

3.24.95.28.08.99.710.311.012.213.313.415.715.916.918.320.321.522.825.3

Distance(FT)

2.557.51012.51517.52022.5253035404550556065707580859095100

Time(MSEC)

7.08.58.89.710.411.312.412.813.513.815.115.817.017.418.219.019.620.020.221.822.123.223.124.825.2

Distance(FT)

2.557.51012.51517.520253035404550556065707580859095100

Time(MSEC)

3.35.36.67.78.08.89.510.111.612.913.114.415.617.217.618.819.219.920.321.823.824.024.425.5

Distance(FT)

2.557.51012.51517.520253035404550556065707580859095100

Time(MSEC)

5.56.27.88.89.210.411.011.613.014.215.516.817.318.519.119.520.020.922.022.527.724.125.426.0

SEISMIC REFRACTION SURVEY DATANATIONAL PIPE. VESTAL, NY

LINEK

E-W W-E

Distance Time Distance Time(FT) (MSEC) (FT) (MSEC)

2.557.51012.51517.520253035404550556065708090100

2.94.97.29.110.210.911.713.113.515.315.816.717.418.619.219.321.021.222.824.026.1

2.557.51012.51517.52025303540455055606570758090100

3.46.37.79.110.711.213.314.016.618.319.521.322.022.122.323.723.824.124.724.825.826.8

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DISTANCE - TIME GRAPHS

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DISTANCE (Feet)

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DISTANCE (Feet)

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MOBIL TANK FARM - TRANSECT C

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DISTANCE (Feet)

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40

DISTANCE (Feet)

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I——I I I I | I I

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DISTANCE (Feet)

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SEISMIC REFRACTION SURVEYMOBIL TANK FARM - TRANSECT F

60 80 100

DISTANCE (Feet)L6LO too aoa


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MOBIL TANK FARM - TRANSECT G W

I I I I I I I I40 60

DISTANCE (Feet)

80 100

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35

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20 -

15 -

10 -

5 -

SEISMIC REFRACTION SURVEYMOBIL TANK FARM - TRANSECT H

20 80 100

DISTANCE (Feet)

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20

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DISTANCE (Feet)

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40

DISTANCE (Feet)

i60

T80 100

toso ioo

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SEISMIC REFRACTION SURVEYMOBIL TANK FARM - TRANSECT K

I I I I I I I I

80 100

DISTANCE (Feet)

2080 TOO

B-3

SUMMARY TABLE

(G043:5)

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SEISMIC REFRACTION DATAMOBIL TANK FARM

TRANSECT XC1 XC2 V1(ft/S)

V2(ft/s)

V3(ft/s)

A N-SA S-NB N-SB S-NC E-WC W-ED E-WD W-EE N-SE S-NF E-WF W-EG E-WG W-EH N-SH S-NI E-WI W-EJ N-SJ S-NK E-WK W-E

1216152018.514.755

17.218.52020

26.533.520

14.919.5202530

29.513.816.5

68.555707575

43.5--70-

64.542-504366----5439

857.11219.52061.51854.22318.21616.74157.92083.32000.02142.91724.11834.91578.91842.1861.31190.52265.03174.63296.73750.01339.31669.5

3972.64666.74444.47894.74333.35883.36000.06617.67142.96190.55650.03672.710000.03200.04000.04600.05800.07142.96500.05463.04850.02954.5

11666.715217.49090.9-

11363.611627.9

----

10810.07720.6-

8888.9S888.913157.9

----

7300.011200.0

XC1 Critical distance between rays 1 and 2XC2 Critical distance between rays 2 and 3

V1 Siesmic velocity of first layerV2 Seismic velocity of second layerV3 Seismic velocity of third layer

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APPENDIX C

BOREHOLE GEOPHYSICAL LOGS OFPW-2, PW-3, PW-5, AND PW-9

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BI-OOMSTATE

PA 14-Apr-8aDRILLED DEPTH FT. ELEVATION

322HOLE DIAMETER IN. WATER LEVEL FT.

3.6 35

CASING DEPTH

DIAMETERg. o IN. FACTOR

FT DRILLING FLUID AIR

WALL THICKNESS-25 INDRILLING CO. DRILLER

RUN* LOG INTERVAL(DEPTH) FT. RANGE TIME

CONSTANT SOURCE SPACING INTERPRETATION RUNS

CALIPER 38 - 324iiy.1 'in

NATURAL"ft 0 - 318 100 cps 2 SEC NATURAL

H.R. DENSITY 38 - 324 SEC Am 241 0.5 in.

DENSITYCPS SEC Ro 226 in.

NEUTRON 6 - 324 300 CPS SEC Am-B« 12.0 In.

1,4 RESISTIVITY 38 - 324 20

SPONTANEOUSPOTENTIAL 38 - 322 200 MV

TEMPERATURE 33 - 324

FLUIDCONDUCTIVITY 33 - 324 30

^^| COAL < 10% ASH

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) )

) I

>

I )

) )

)

) )

) )

) 1

) 1

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) )

) J

J 11

1

P 0 Box 17203Pittsburgh, PA 15235

) 243-3039

LOG HEADINGHOLE NO.

,'OAL SURVEY!ROB 001 0809

COMPANY HART ENVIRONMENTAL NANAGENEXT LOCATION UNIT 61 OFFICE PghPROJECT plttOLE NO. OPERATOR CBC

CLIENT REPRESENTATIVE R. LoC«BtroCOUNTY

BroomSTATE

PA DATE u-Apr-aaDRILLED DEPTH FT. ELEVATION

450FT

HOLE DIAMETER IN. WATER LEVEL FT.5.6 50

CASING DEPTH

DIAMETER6-0 IN. FACTORWALL THICKNESS 25 IN.

FT40 DRILLING FLUID AIR

DRILLING CO. DRILLER



CALIPER 40 - 448 "V1 7"NATURAL

"0 - 442 100 CPS 2 SEC NATURAL

H. R. DENSITY 40 - 44S 1*CPS 1 SECAm 241 0.3 In.5C DENSITY

CPS SEC Ro 226 in.

NEUTRON 6 - 448 500 CPS 1 SECAm-Bl 12.0 in.

1.4 RESISTIVITY 40 - 448 20SPONTANEOUSPOTENTIAL 40 - 446 200 MV

TEMPERATURE 50 - 448FLUIDCONDUCTIVITY SO - 448 50

COAL < 10% ASH

COAL > 10% ASH

•——• BONE /CARBONACEOUS• —— I SHALE > 50% ASH[ = = rj FWECL AY/ HOT SHALE

ra|:::: :| SANDSTONE|—:—| SILTY SANDSTONEl"=-=-| SHALE/CLAYSTONEf—--H SANDY SHALE/I' —— •' SILTSTONE

LIMESTONE/OTHERCARBONATE

/LM

SONIC "/ft 2.0 FT.OTHER

GROUNDWATER INFLOW

. GROUNOWATER OUTFLOW

< ra: a.UJ UJt Q

SUR - 448

SUR - 448

SUR - 448

SUR - 448

10

10

10

SO

20

20

20

NOTES: DATUM IS TOP OF CASING

0 10 20 30 4b 90% CLAY FROM NATURAL *

(0 TO SO *0 >OO2.7 2.t *.» 2.4 2.1 2.2

M.H. KNIITT

:.«*••• •!!*••••».

•**•••••••••••• L

. -,~ • •-. ~

I _

PO Bo« U203Piitsburgh, PA 1S23STiltphoni (412) 243-3039

lOAL SURVEYS

LOG HEADING

HOLE NO.*• "3

ROB 001 0810

COMPANY HART ENVIRONMENTAL MANAGEMENT

PROJECT NATIOIUL piflOLE NO. , 9

CLIENT REPRESENTATIVE R. LoCaatro

DRILLED DEPTH FT. ELEVATION195

FT.

HOLE DIAMETER IN. WATER LEVEL FT.5. 6 48

RUN*

1.4

LOG INTERVAL(DEPTH) FT.

CALIPER

NATURAL

H.R. DENSITY

55 DENSITY

NEUTRON

RESISTIVITY

SPONTANEOUSPOTENTIAL

TEMPERATURE

FLUIDCONDUCTIVITY

SONIC

OTHER

63 - 196

0 - 192

63 - 198

6 - 198

63 - 198

63 - 196

48 - 198

48 - 198

RANGE TIMECONSTANT

100 CPS

Ik CPS

CPS

500 CPS20

200 MV

50

"/ft

SEC

SEC

SEC

SEC

LOCATION

COUNTY.Broom

CASING DEPTH

OIAMETER6.0 IN FACTOR

WALL THICKNES^25 IN.

63FT.

SOURCE SPACING

NATURAL

Am 241

Ro 226

Am-B«12.0 in.

0.5 in.

in.

2.0 FT.

NOTES:

UNIT 61 OFFICE Pgh

OPERATOR CBC

DATE 14-Apr-B8

DRILLING FLUID AIR


INTERPRETATION

COAL < 10% ASH

COAL > 10% ASH

BONE/CARBONACEOUSSHALE > 50% ASHFIRECLAY/HOT SHALELIMESTONE/OTHER

___ CARBONATE[:: : : :| SANDSTONE|—: ;-:| SILTY SANDSTONE[-=^T-| SHALE/CLAYSTONEI—.—4 SANDY SHALE/I'— ' SILTSTONE

GROUNOWATER INFLOW

0+-, GROUNDWATER OUTFLOW—^

RUNS

< Ia: o.u ut Q

SUR - 196

SUR - 198

SUR - 196

SUR - 196

10

10

10

10

so20

20

20

DATUH IS TOP OF CASING

10 ZO 30 «0 SO% CLAY FROM NATURAL II

JD rb ab H.M. OCNSmr CALISNATION J/t«

1.4 1.3

IBBBBBBBBBBBBBBBBBBBBBBBBB»»B«»

J»BBBB«B«»«»-"-«BB««»BBBBB«»«»«ir'»B»«BB»BBBBBBBB«B«BBBBB»«Bl-B»BBBBB»-n~-BB>BBBBaHBBIH*^.«B«BBBBBB>BB»BBBIBaBB§l»il

BBBB»«*«""«flBBB"**"••«••»«•«-'-"l«B«««»»«»«l»ii

V4BBBBUM

J Box i74.JoPittsburgh, PA 1S23STelephone (412) 243-3039

LOG HEADINGHOLE NO.

iOAL SURVEY!COMPANY HART ENVIROMNEMTAL HAHAGEKENT LOCATION UNIT 61 OFFICE PBh

PROJECT MATIOMAL NO. , 3 OPERATOR CBC

CLIENT REPRESENTATIVE R. Lodatro COUNTY STATIDATE 14-Apr-88

DRILLED DEPTH F'220

ELEVATION FT

HOLE DIAMETER IN. WATER LEVEL FT.

CASING DEPTH

DIAMETERS. 0 IN. FACTOR

WALL THICKNESS"23 IN.

49 FT DRILLING FLUID AIR




CALIPER 49 - 221 i "V-1 'IINATURAL

"g0 - 213 100CPS SEC NATURAL

H.R. DENSITY 49 - 221 Ik CPS SEC Am 241 O.S in.

55 DENSITY CPS SEC Ra 226 In.

NEUTRON 6 - 221 500CPS SEC Am-8«

12.0 In.

RESISTIVITY 49 - 221 20

SPONTANEOUSPOTENTIAL 49 - 219 200

MV

TEMPERATURE 20 - 221

FLUIDCONDUCTIVITY 20 - 221 SO

Illllli COAL > 10% ASHI —— I BONE/CARBONACEOUS• —— I SHALE > 50% ASH| = ==j FIRECLAY/HOT SHALEI ' I] LIMESTONE/OTHER' ' CARBONATE|::: ::| SANDSTONE|—; —I SILTY SANDSTONE|~=^~| SHALE/CLAYSTONEI—•—I SANDY SHALE/'' —"' SILTSTONE

JIMSONIC

2.0 FT.OTHER

GROUNDWATER INFLOW

. GROUNDWATER OUTFLOW

-I —4 X

x a. »-UJ UJ U.

SUR - 221

SUR - 221

SUR - 221

SUR - 221

10

10

10

10

o L:zt

so20

20

20

NOTES: DATUM IS TOP OF CASINGROB 001 0808

S t|TT^—i•^ ' , i

0 10 ZO JO 40 SO SO

% CLAY FROM NATURAL M

H.R. OCNSITY CALIINATHM 1/cc

i.r zt t.9 t4 t.s z.z M 2.0 i.» i.a i.r i.« 1.5 1.4 1.3

•••""PW

t f

i i

i i

i i

i j

i i

j i

j

ROB

001 0

81

1

APPENDIX D

PRODUCTION WELL LOGS

73O-a

(G043:7)00Mto

Industrial Well Logs

The logs of the industrial wells at the Robintech Inc./National PipeCompany site are presented in this appendix. These wells were installedover a period of three years by Titan Drilling Corporatioa, Arkville, NewYork.

For each well, both a summary log and a field schematic are presented. Thesummary log presents formation information, location and yield when waterwas encountered, drilling and casing depths, and static water level. Thefield schematic presents formation information graphically and, inaddition, specifies drilling methods and initial pump tesc results.

(MAM14/6)

B-l

WELL

NATL. PIPE CO.TSTAL, N. Y.

MAY 18,1983

0-15 FT.15-20 FT.20-31 FT.31-40 FT.

40 FT.40-44 FT.

44 FT.44-48 FT.48-53 FT.53-78 FT.78-84 FT.84-130 FT.130-133 FT.133-157 FT.157-165 FT.

^165-198 FT.198-248 FT.

48 FT.130 FT,150 FT.175 FT.195 FT.

LAND FILL(GRAVEL, TOP SOIL, CONCRETE)GRAVELHARDPAN AND BOULDERSBROKEN UP GRAY SHALECASING AND DRIVE SHOEBROKEN UP GRAY SHALECASING £e DRIVE SHOEGRAY SHALEGRAY SANDSTONEGRAY SANDSTONE-GRAY SANDSTONEGRAY SHALEGRAY SANDSTONEGRAY SAHELGRAY SANDSTONEGRAY SHALEGRAY SHALEYIELD 10 GPMYIELD (HIT WATERYIELD 30 GPMYIELD 40 GPMYIELD 60 GPM

248 FT. FINAL YIELD 60 GPM

1 TAL DRILLING1 TAL CASING ft DRIVE SHOEFINAL YIELDS UTIC WATER LEVEL

248 FT.44 FT.60 GPM25 FT.

oo

o00

8-2

L

-. -ss

TIC:,' OF PROPERTY

TOWN

COUNTY

2EP7H (FEET)

WELL DIAGRAM

FORMATIONS PEHETRATEDTYPE. THICXIJESS, WATER BEARING GENERAL

crjujE-; TO

30' n 3f'

i. ' <r*

"//

'. '7

??' 7'*

G-tAVfL

TYPE OF WELL

DRILLING METHOD

WELL DEPTH

STATIC WATER LEVEL

WELL DIAMETER__ 4

DEPTH CASING

PUMP TTST

Ful-ffING 5VC7. {r,?;

DURATION

PUMPIMG

WATER QUALITY AT END Of 7K

COMMENTS:

WAS WELL DISINFECTED'YES/.:

VJ CROSS SECTION OF WELL AND FORMATIONSC .-.TED

DRILLING STARTED

COMPLETED

TITAN DKILLir:G COR?.ARKVILLE, NEW YORK U4SS

AftCA COS£ SIU Ttl_ U

8-3

WELL

NATL. PIPE CO.VESTAL, N. Y.

MAY 18, 1983

0-10 FT. GRAVEL10-23 FT. CLAY AND BOULDERS23-30 FT. GRAVEL, SAND, CLAY AND WATER30-35 FT. BROKEN UP GRAY SHALE35-61 FT. GRAY SHALE

36 FT. CASING & DRIVE SHOE61-65 FT. GRAY SANDSTONE65-81 FT. GRAY SHALE81-87 FT. GRAY SANDSTONE87-95 FT. GRAY SHALE95-111 FT. GRAY SANDSTONE111-170 FT. GRAY SHALE170-175 FT. GRAY SANDSTONE175-222 FT. GRAY SHALE

61 FT. HIT WATER75 FT. YIELD 5 GPM95 FT. YIELD 15 GPM111 FT. YIELD 30 GPM175 FT. YIELD 50 GPM222 FT. FINAL YIELD 50-60 GPM

TOTAL DRILLING 222 FT.TOTAL CASING & DRIVE SHOE 36 FT.FINAL YIELD 50-60 GPMriAIIC WATER IEVPL 15 FT.

owoo

o00

B-4

? TOWN

31 COUNTY

I0:i OF PROPERTY

DEPTH (FEETJ

GHADE

3 ' n 30'

o

?/'

-To ///'

,?of

WELL DIAGRAM

FORMATIONS PENETRATEDTYPE. THICyjfES.S, WATER BEARING

(24 MX"

S ti

!O' CROSS SECTION OF WELL AND FORMATIONS

GENERAL

TYPE OF WELL

Dr.ILLING METHOD

-WELL DEPTH-

STATIC WATER LEVEL

WELL DIAMETER__ £>

DEPTH CASIf!fi

PUMP TTST

METHOD

FuUPING RATE(OrM)

DURATION

PUMPING LEVEL

MATER QUALITY AT END Of T.

COMMENTS:

- WAS WELL DISINFECTED

DRILLING STARTED

wOMPLETEO

WELL DRILLER

TITAN DRILLING CORP.ARKVILLC, NP.V YO*K 12403

AKCA COOS 114 TIL. UC-UOO

»O03

OO

O00

B-5

WELL #3


MAY 20, 1983

0-33 FT.33-40 FT.

36 FT.40-45 FT,45-48 FT,48-79 FT,79-84 FT,84-95 FT.95-107 FT.107-157 FT,157-160 FT,160-183 FT,183-190 FT.190-223 FT.

95 FT.

CRUSHED STONE & GRAVELBROKEN UP ROCK AND GRAY SHALECASING AND DRIVE SHOEGRAY SHALEBROKEN UP ROCKGRAY SHALEGRAY SANDSTONEGRAY SHALEGRAY SANDSTONEGRAY SHALEGRAY SANDSTONEGRAY SHALEGRAY SANDSTONEGRAY SHALEHIT WATERYIELD 40 GPM

223 FT. FINAL YIELD 40 GPM

OTAL DRILLINGOTAL CASING & DRIVE SHOE

FINAL YIELDtATIC WATER LEVEL

223 FT.36 FT.40 GPM

8 FT.

Oo

O00

00

B-6

-EPTH (FEET)

WELL P:AGRAM

FORMATIONS PENETRATEDTYPE. THICKNESS. WATER BEARING

OriLLING

STATIC WATER LEVEL

WELL DIAMETER

17^ DEPTH CASING

PuI-PING SArA[G?.

DURATION

PUMPIMC LEVEL

WATER QUALITY AT END OF T'.

WELL DISINFECTED f S

ROSS SECTION OF WELL AMD FORMATIONSMED DRILLING STARTED

COMPLETED ^

WELL

/fe /

TITAN DRILLING CORP.ARKVILLC, NZ-.V YCrtK I2;0»

cooc ti4 rri_

8-7

WELL £4


MAY 31, 1983

0-1515-3838-4343-4646-50

5050-6060-7171-148148-168168-174174-212212-215215-229229-235235-248

60118168212

FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.FT.

TOP SOILGRAVEL AND BOULDERSPEA GRAVELBROKEN UP GRAY SHALEGRAY SHALECASING & DRIVE SHOEGRAY SHALEGRAY SANDSTONEGRAY SHALEGRAY" SHALEGRAY SANDSTONEGRAY SHALEGRAY SANDSOTNEGRAY SHALEGRAY SANDSTONEGRAY SHALEHIT WATERHIT MORE WATERYIELD 60-70 GPMYIELD 100 GPM

YIELD 40 GPM

TOTAL DRILLINGTOTAL CASING & DRIVE SHOEFINAL YIELDSTATIC WATER 1ZVEL

248 FT.50 FT.

100 -I- GPM30 FT.

§03

oo

o00too

B-8

TOWN . V.JR££S COUNTY

>r :AT: ~J OF PROPERTY___[_

2EPTH (FEET)

' To 3?'

57'

-o

-

To

WELL DIAGRAM

FORMATIONS PENETRATEDTYPE. THI CXjreSS , HATER BEARING GENERAL

S M CROSS SECTION OF WELL AND FORMATIONS•F-.1E7RATCD

TYPE OF VIELL

DRILLING METHOD

WELL DEPTH

STATIC WATER LEVEL 3O '

WELL DIAMETER 6> "

DEPTH CASING

METHOD

PUMP TTST

DURATION

PUMPING LEVEL

WATER QUALITY AT ErJD OF T>-

COMMENTS:

WAS WELL DISINFECTED Vfe»JTE£,

DRILLINR STARTED

COMPLETED__

V/CLL DRILLER

TITAN DRILLING COR?.ARKVILLE, NEW YORK 1245«

AfUA COOK 114 TO. i«

WO03

OO

O00tv)

B-9

WELL #5

NIL.PIPE CD.VESTAL,N.Y.

DECEMBER 1983

0-23 FEET HARDPAN AND GRAVEL23-39 FEET GRAYSHALE(BROKEN UP UNTIL 35')40 FEET CASING AND DRIVE SHOE39-298 FEET GRAYSHALE

TOTAL DRILLING 298 FEETTOTAL CASING 40 FEETDRIVE SHOETOTAL YIELD 6 GPM

0)

oo

o00

B-10

rWELL LOG #5

NIL.PIPE CO.VESTAL,N.Y.

MAY 6,1985

REDRILLSET UP ON OLD HOLECLEANED OUT TO 298 FEETHIT WATER LEVEL AT 65 FEET

298-348 FEET348-373 FEET373-398 FEET398-423 FEET423-448 FEETHIT WATER AT 360 FEET

GRAYSHALEGRAYSHALEGRAYSHALEGRAYSHALEGRAYSHALE

TOTAL DRILLINGTOTAL YIELDSTATIC WATER LEVEL

448 FEET15 GPM

45 FEET

oo

o00

B-ll

OF PROPERTY

:£PTH (FEET)

WELL n:ASSAM

FORMATIONS PENETRATEDTYPE, THICK.VESS. WATER SEARING

GSJERAL

STATIC MATER LE

WELL DIAMETER

PUMPING LEVEL

WATER QUALITY AT END Cr 7~

WAS WELL DISINFECTED

C 3SS SECTION OF WELL AND FORMATIONS DRILLING STARTED

WELL DRILLER

8-12

TITAN DRILLING CORP.ARKVILLE. NEW YORK 12406

AftCA COOt 114 TO. SI4-MQO


DEC. 12, 1983 .

WELL #6

0-22 FT. HARDPAN & GRAVEL22-29 FT. GRAY SHALE29-248 FT. GRAY SHALE

31 FT. CASING & DRIVE SHOE148 FT. HIT WATER224 FT. HIT MORE WATER248 FT. FINAL YIELD

TOTAL DRILLINGTOTAL CASING & DRIVEFINAL YIELD. --" ."' .:"STATIC WATER LEVEL "

55 GPM

SHOE"248 FT,31 FT.55 GPM:

§03

oo

o00

ut

B-13

DDRESS_

XATIO:i OF PROPERTY

HELL DIAGRAM

FORMATIONS PENETRATED______3EPTH (FEZTl

TVPE OF HELL

WELL DEPTH

STATIC MATER LEVEL

WELL DIAMETER

PUHPXMG LEVEL

WATER QUALITY AT EJID Cr Tf

WAS NELL DISINFECTED

-iO'J Cf.CSS SECTION OF WEU. AJJD FORMATIONS- DRJLLINR STARTED_

COMPLETED

WELL DRILLER"/7T/?/t/

3-14

I

TITAN DRILLING CORP.ARKVILLE. NEW YORK J2404

AACA COOC 114 TCI_

WELL* 7


OCTOBER 1,1984

0-31 FEET HARDPAN AND CLAY31-39 FEET GRAYSHALE

40 FEET CASING AND DRIVE SHOE39-298 FEET GRAYSHALEBLEW HOLE AT 298 FEET -% GPM

TOTAL DRILLINGTOTAL CASINGDRIVE SHOEFINAL YIELDSTATIC WATER LEVEL

298 FEET40 FEET

k GPM1 FOOT

OJ

oo

o00to

B-15

CEPTH (FEET) FORMATIONS PEIKTRATEDTYPE. 7HICX'.TSS> HATER BEARING

GENERAL

TYPE OF WELL

O' -To 3/ Dr.ILLING METHOD

DEPTH

STATIC WATER LEVEL /WELL DIAMETER ' "

DEPTH CASItffi

PUMPI:JG LEVEL

. WATER QUALITY AT E1ID OF TF

WAS WELL DISINFECTED

:VJ CROSS SECTIOM OP WELL AMD FORMATIONS*I LATED DRILLING STARTED /Q //

COMPLETED

WELL

/ / P*/"

TIT:.»•! D:;;LLi::r. cc-r.-?.Afi.i '--7, ...'V. " J'.K i'..'f.S

ctJ ii« Tr:_ _i-ij

B-16

WELL #8


0-25 FEET HARDPAN AND GRAVEL25-38 FEET GRAVEL AND BROKEN UP ROCK38-49 FEET BROKEN UP ROCK •49-59 FEET GRAYSHALE

60 FEET CASING AND DRIVE SHOE59-90 FEET GRAYSHALE90-91 FEET GRAVEL SEAM ABOUT 3 GPM91-298 FEET GRAYSHALE

TOTAL DRILLING 298 FEETTOTAL CASING 60 FEETFINAL YIELD 25 GPMSTATIC WATER LEVEL 26 FEET

Oaoo

o00to10

3-17

IAf.V

COUNTY:ic:: or PROPERTY

DEPTH (FEET)

GRADE

0'

' -To

;?'•9' f/'

WELL DIAGRAM

FORMATIONS PEtrETRATEDTYPE, THIOarESy, WATER BEARING

t

0-' CROSS SECTION OF WELL MID FORMATIONS

GENERAL

TYPE OF WELL

Dr.ILLlUG METHOD

WELL DEPTH

STATIC WATER LEVEL

WELL DIAMETER^ ^

DEPTH CASIMfl

PUMP TTST

METHOD

DURATION

F^H PUMPING LEVEL c$ &O '

WATER QUALITY AT E11D OF T/~.

COMMENTS:

WAS WELL DISI!>FECTEDYES

DRILLING STARTED

COMPLETED

17ELL DRILLER

TITAN DRILLING CCrl?.ARICVSLLS. KC5V VORK 12-CJ

AWEA CCAI >14 TCU. L-S-Jfja

o03

Oo

oGOOJo

B-18

TWELL #9


OCTOBER 9,1984i

0-56 FEET HARDPAN AND GRAVEL •56-60 FEET GRAYSHALE

63 FEET CASING AND DRIVE SHOE60-198 FEET GRAYSHALE

TOTAL DRILLING 198 FEETTOTAL CASING 63 FEETDRIVE SHOETOTAL YIELD 20 GPtfSTATIC WATER LEVEL 6 RET

s03

Oo

O00U)

B-19

'Pi e. TCWN A/.V.COUNTY

LCCATIO:J or PROPERTY

DEPTH (FEET)

WELL DIAGRAM

FORMATIONS PEIIETRATEDTYPE. THICr-NESS, HATEP BEARING GENERAL

-

X" * ' ^ /¥fif

1

rittdf**/r

Q-£iQ</<2.L-

f^kfiLe

ife*7^

1 ?35?:_ —

"•" ^^3_znEiz:=Ir^— — —_____~~~—_ — .—==~'=&ti^^— -i_=_=h-=

C^J

^ . «"

—

^f

^0^— —— _. — _•_j=^~•

"_rz_z_— —

~^^•^B ^M*a^B

___ ____

^_^_-^^^_l

VB^_^^--B

TYPE OF WELL J)&lLLJ2£^

DF.ILLING METHOD tfartsn evf

WELL DEPTH /^/*'

STATIC WATER LEXTL <£

WELL DIAMETER <>/ •••u—

REPTH CASING <^3

PUMP TF.ST

METHOD {/^}/nrê?.^S&—r'.

Fi-lJ-ING RA-r (0?1) O?-?

DURATION /cX ,«f'.

PUMPII1C LEVEL //>-?X

WATER QUALITY AT EtJD OF Tr. .

COMMENTS »

WAS WELL DISINFECTED *&£YtS/.:.

SHOVl Cr.CSS SECTION OP WELL AND FORMATIONSFEIiETJ-.VTED

DRILLING STARTED

COMPLETED______

HEU. / / i^f. / /

TITAN DRILLING CORP.ARKVILLE, NT.V YORK 1i«C«

AMCA CCOC U4 TC!_

§03

Oo

O00u>

B-20

WELL # 10


OCTOBER 10,1984

0-54 FEET HARDPAN AND GRAVEL54-60 FEET GRAYSHALE

60 FEET CASING AND DRIVE SHOEDEVELOPED WATER IN THE SCREENED AREA

TOTAL DRILLINGTOTAL CASINGDRIVE SHOETOTAL YIELDSTATIC WATER LEVEL

60 FEET60 FEET

20+ GPM6 FEET

30 £rSolid

OSO

OO

o00

OJ

OWN S/.V.

COUNTY

JCAT:C:: OF PROPERTY

U'EPTH (FEET)

GT*n

WELL DIAGRAM

FORMATIONS PEtfETRATEDT Y P E , THICTJ.TSS, WATER BEARING GENERAL r

* *

iHO'.J CROSS SECTIOM OF WELL AHD FORMATIOtIS•ENETKATED

rto v

1/1

TYPE OF WELL

DFIU.ING V.ETJiOD

WELL DEPTH

STATIC 'JATER LEVEL_

WELL DIAMETER &'

DEPTH CASING

PUMP TFST

j/ETHOD

DURATION

PU!-«PII-IG LEVEL

WATER QUALITY AT END OF 7r

COI-WENTS :

WAS WELL DISINFECTED L /J

DRILL1NC STARTED

/£>//£>/?•</

WELL DRILLER / /Z^/X/^ Oc

TITAN C.-ILLI;-:C cc.??.AKKVJLLC, r>-.-. Yor.i'. i:.;:3

Ciii j.u Ti!_ i.:-û,

o03

oo

o00OJ

seso

to

o ao

a

APPENDIX F

PHASE I CHAIN OF CUSTODY FORMS

(G043.-14)

o-a

oo

o00to

HART

D.C. No.: 3 0025

Name: __Affiliation: _Phone: ._____Address:___Client/Job No:Job Name:

I - j. , S»._______~ r\C^

- ———.-*»- .OIL

Locatioru

CHAIN OF CUSTODY.RECORD'^;Sample

No.Lab I.D. No. Date Time Matrix No. of

ContainersAnalysis Requested/Remarks

- / \y as \\

Comments:

Relinquished by: Date: ^-t \~ Shipment Method: V <•V&BO Airbi No- "\ ^ 'S. ^ "V '

V

Received by: Date:Time:

Relinquished by: Date:Time:

Received by:. Date:Time:


Final Disposition of Samples: Oo

o00U)Received by:. Date: Time:

HART Form 400 Pkifc/FtoM Copy - r«Mow/Lab Copy - Whtt«/OrlghMl~ To b« returned w«ti

HART

D.C. No.: B 0026

Name: :

Affiliation: _i_Phone: __Âddress:__£Client/Job No:Job Name:

.— s,

Location:

CHAIN OF CUSTODY RECORDSample



-2.

v \

t •-—

T C_

- 1 V-r

\ s\<.— V c •„

\o;<?o X\

- c o

Comments:

Relinquished by: C W... . -Date: Shipment Method:.Airbl No.: "VS^


Relinquished Date:Time:


Relinquished by: Date:Time: ow

Final Disposition of Samples:

Received by: Date: Time: o00u>00

HART For* 400 PInk/Ftold Copy - Yellow/Lab Copy - WMte/OrlgkMl - To b« r«taim«tf wWi

HART

D.C. No.: 3 0027

Name: *"-,Affiliation: __Phone: c \vÂddress:__2Client/Job No:Job Name:

• i "^ - ' ^- V- :^f

Location: \J1



ContainersAnalysis Requested/Remark*

Comments:

Relinquished t>v: ..- Date: vV/ -. Shipment Method:\ z . j Alrb« No» T?<\T.





Final Disposition of Samples: oo

o00OJ

Received by:. Date: Time:

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ROB 001

0875

APPENDIX G

PERMEABILITY (PRESSURE) TESTING DATA

o03

(G043:15)00-JCTl

PERMEABILITY (PRESSURE) TESTING RAW DATAWell

Number

PW2

PW5

PW9

Test ZoneDepth from TOC

(ft)

46-56

61-71

84-94

93-103

199-209

120-130

293-303

337-347

69-79

140-150

PumpingDuration

(min)

455

555

555

55

5

5

5

5

5

5

Flow MeterStart

17.342.5

1220

246.6333

489.S

763652.6870.2

1203.51066

.

.

.

.

557.4

Slop

22.260.8170.8

295.2391.8559.7

816.8719.2937.6

1269.91149.7

.

641.7

Volume(gallons)

4.918.348.8

48.658.870.2

53.866.667.4

66.483.7

0

0

0

0

0

84.3

Q(gpm)

1.23366976

9.7211.7614.04

10.7613.321.4.48

13.2816.74

•1

•1

M

•1

M

16.86

Q(fl3/s)

0002730.00815002175

00216600262

0.03128

002397002968003003

0029590.0373

000223

0.00223

000223

000223

000223

003756

P(I'SI)

203040

203040

152025

510

60

60

60

60

60

1

h2(fl)

46.269.3924

46.269.3924

34.746.2578

116231

1386

1386

1386

1386

1386

23

hi(fl)

18618.6186

31.731.7317

31.431.431.4

25925.9

18.4

381

397

41

34.8

43.6

1.(f)

00

2.38

28531436

3924.544.54

4.863

0

0

0

0

0

948

II(II)

0-1.887.9

1086

750597861205

621373068461

326542.7

15695

176.72

I 7 K 2 5

17958

1734

3643

• : A value of 1 wa» assumed to compute a maximum permeability value

inn ao«

Permeability (Pressure) Testing Data Analysis

Headless (L) Calculations

L = Hf •(Hp/10)

Hf Length of pipe between gage and top of test section.Hp Headless in a 10 foot section of 1 1/4 inch pipe(Fig. 10-4).

L Headloss (ft.)Q Pumping rate (GPM). L is negligible for Q<4 GPM.

Well/Test Zone Depth from TOC.ft Hf Hp Q L

PW-2 46-56 56.756.756.7

--

0.42

1.233.669.76

00

2.38

PW-2 61-71 67.967.967.9

0.420.460.53

9.7211.7614.04

2.853.143.60

PW-2 84-94 89.189.189.1

0.440.510.51

10.7613.3213.48

3.924.544.54

PW-2 93-103 94.194.1

0.510.67

13.2816.74

4.806.30

PW-2 199-209 201.1 0 <1 0. • • : • - '

PW-5 120-130 120.7 0 <1 0

PW-5 293-303 301 0 <1 0

PW-5 337-347 343 0 <1 0 I1

PW-9 69-79 72.9 0 <1 0• - • • . :-.':•. • ' ' • •••V.;,::;^;\-;:-:^v;:;-:i:;:J:::::.;.;,: : . ; , • : • ; • - : . : • - :- . ' ; - ' - - :

PW-9 (140-150 141.5 0.67 16.86 9.48

PERMEABILITY (PRESSURE) TESTING DATA ANALYSIS

IOOO

3

100

10

9 10 -SO IOO BOO IOOO

FIGURE 10-8. — Conductivity co»ffid«nt» for Mmfcpturical flow in nturatedmatvimla through partially penetrating cylindrical tMt w«ll» [4]. 103-D-1477.

0.0223 0.0446 0.066* 0.08*2 0.1115 0.1338 0.1961 O.IT64•Â

—zo! 3oUl(OH

§^ «0

KUlQ.

tf> 1tf>O

O<UJ — -— - — • ^^

^s

^S^^^^^

//

•

« 2"0

7 5UlM

« 1-OO

S «J-o

4 ~oeUl

3 °-tf>en 50

2 0 o

o1 ,^ °UJ o* 2

° Q ———— 1 0 2 0 3 0 4 0 S 0 6 0 7 0 8 0 o. . • 00

VO

FIOV*E 10-4.—Haad \om in » 10-foot Mottoo of lH4»h iron pip*. 103-D-1473.

0880

TO

O ao

a

APPENDIX H

SOIL BORING LOGS

(G043:16)

OO

CO00

' age _!__ot

FRED C.

hwfrBORING NO. I

HART ASSOCIATES. INC. •O.-,«,.,LÔC..,«-..^TC.«.

. •- -TTEST

PROJECT NO.. NAME M oIxlCutoncu r i pe.

N

BORING LOG 7 .?</

LOCATION , JJ\/e.st-al . MV $

DRILLING CONTRACTOR- DRILLER _. 04. > / . f lO /O i 1 T\- ^Krxrratr- WoUl-1 / 1 au.1 La.C\a.ir£

B-»___[ j)<cJj L£j»ei7

we®i

HARTG£OLOGIST '°FFIC£R. LoCastro / L, berry Corner , NJDRILLING EQUIPMENT. METHOD

HollpiA/ S-Tttna AugerWELL INSTALLED? CASING MAT. /DIA.YES ~ NO JjfELEVATION OF: GROUND SURFACEFT. tBOVE M.S.L.) 855. flk

REMARKS:

SiZE. TYPE OF BIT l( SAMPLING METHOD , START. FINISH DATEtfl^ ID SS 4 /TJD /SB

SCREEN:TYPE MAT. LENGTH DIA.SLOT S(ZE

TOP OF WELL CAS4NG TOP & BOTTOM SCREEN GW SURFACE DATE

/ /^/ /&<*•/ LOG OF TEST BORING

/^/&/&/??^/ DESCRIPTION

_

— 1

— 1.

- 3^

— S

r u

-;

—— 15

-

-•"

—

1

Z

}

1.5

2

2

d h4 | JL

5 ,2

Top 0.(. :%2 . LK /*N Q ÎSCni t)O^ LJ *T

3la.c< PILL - Si If- HJ aroLvet s.iteLJ

. Br-ovi'o/rt

'Brown "ô &raLy•-* i ' /SO«Tr\t Qra.VC-1 (

-H~dit«.Top 0.^ '"Bottom >•(*'

,v;n SlL"T Some. Clay ,<. ^ ro.v e. I ,' rv\o f s fSIL.T OLrv<i CLAY ;

roots \ mo r**!": BlatK SllKj CLAY a^J G-«Av£l_.- Brouio to gr'W/ru.vr SILT a*\iG"*?AV£L; $o/v»ft C lixy itr. orâîcs

*E>row/n SlLT <xr> d Q-^r>V£L- Î.'S" rn*.y .d.a.^fcte

Top O.M 'S

O O 1 1 O *T1 I • (j>

rj , M

: D<-

««- Clay , moi-^

6rown ^<H>y C.LAYo/vê. oir*.v€.| ) tract orgar»ics

C) O 1 1 O^v> O^ fZ>O P* /^Q

REMARKS

OVA = 0 PP^»

OVA = 2.C* TPno

OVA-0

/vsefHt

- 2.. 5 P*i

OVA z 2jO P?^rv\«w>i

^*(Az0(J-J01

OV*i = 0 — <4.S R^

/V^l.t

ô—

|§

O3J

Oo

*— %

Prooortiont U«»a, Tr»c« = 0-10%. Lilt)* s 10-20%. Som« s 20-35%. Ana s 35-50%Sampling Abbreviations: SS : Sollt Spoon, ST = Sh«iey Tuo«, CSC * Continuow* Soil Cor*

0000ro

Page _1._ ot

FRED C

HARTBORING NO.

6-3*

. HART ASSOCIATES. INC. ""r^C^"0" "tt;""'

• • • • - : • : : TEST.PROJECT NO.. NAME

NcLT-ional 1 L?^

N 3~^~^

BORING LOG 1 e SUJ

LOCATION •"" *Vftst«xl , MY

DRILLING CONTRACTOR. DRILLER ~ -U. , / i n A / O ,| /s , •Kaj-raTT- Wo I f -P / 1-fc.u. I La.C.\<x.i r^

HART GEOLOGIST. OFFICE - c y . pC. bchr»«_i<ier/ LI berfy Lorner

DRILLING EQUIPMENT. METHODHollow/ Sfe*^ Auqef

WELL INSTALLED? CASING MAT./OIA.YES Z N0 TflELEVATION OF: GROUND SURFACE(FT. A B O V E M.S.L.! &57.15

Shed

SIZE. TYPE OF BIT 1( SAMPLING METHOD 1 START, FINISH DATE(Xi lu 5S 1 M/ti/iw

SCREEN:TYPE MAT. LENGTH DU. SLOT SIZE

TOP OF WEU. CA&NG TOP & BOTTOM SCREEN GW SURFACE DATE

REMARKS:

//^/$i/^T S' î^*/^*^ ^f ^ ^ y^

y' v' ^y'v.^ /c^ ^~ S/<\"X^ /._9^- t^y

/<* /^j/cf/Jt^ 'J'/

— \

— 2.

- 3

— M—— 5

r <•-7

1

2

*

q-

a

0.3

1.5

3.

i[-1 5 S

t-'°|——

— 15

-

^ ,

—

—

/LOG OF TEST BORING

DESCRIPTION

F| L,L_ — cobbk_s ( si l+( Su»«i ( clq-V,

Cootretx. -f-*"agnr\f 0^-5 - dry

FILL - i>Orf\eSever*. IP .pe •

Fiu_ - sniy. Sdry

Sil-r-y sa

ora<x/vc -r. c.h cUy(age p.-ccti o^1 t-efa^'icdry

a^ciy Clay", S&^-e. pebbled

^dw CL.AY a.rvd r^c.Gr<?AV£LSox»\r_ petottU* l-'H-lr. t^ trace, cobble i; dryh> rvôi Vt • -PaiA^ K ydro to-r bon odor

Top O.Q ' i

Borrow I.L':

sn-hSf.^

^ So/Wy CL./\V; /yioi^t-j

C^y,^ cÎcs, ™IW

/v> o ori r»^

REMARKS

OV/A : Z.-(i PPnn

OVA s 21 - 0 PP--O

0\/A - 'T-'io PPon

OVA " 2.0 - loo ?(*T,

0\/A : ZO -ôo P1"

N»Mzo(J

UJ

$

uc? ®£2c !T

O03

OO

Proportion* u**d< Trac« = 0-10%. Littl* s 1O-20%. Som* m 20-35%. Ana s 35-50% 03Sampling Aborcviations: SS s Split Spoon. ST : Shcloy Tuo«. CSC * Continuous Soil Cor* u>

hw rBORING NO.

FRED C. HART ASSOCIATES. INC.

/•••.-.LtTT'EST

PROJECT NO.. NAME _Ma-hopo,! Pipe

BORING LOG

• OAix^/OT^^^ -kOC&IlG

I -^^^

' •( —— J.M' —— >LOCATION . lv /

VtsKl , N»VDRILLING CONTRACTOR. ORILLER0 / -

rarrcLTT-Woll-P / rcmti La C, \airg,HART GEOLOGIST. OFFICE ,0 'r i i / I l_ a. f ~~ ^ r^\ TC. ochne.ide.r / Liberty Corner. NjDRILLING EQUIPMENT, METHOD

Hollow Stftin r\uqe.rWELL INSTALLED? CASING MAT./OIA.YES n NOJSfELEVATION OF: GROUND SURFACE(FT. iBOVE M.S.L.) 2>5^ . O^

•

4»e •SK i•*4VK - — ——

\SK=.d

SIZE. TYPE OF BIT „ SAMPLING METHOD I START. FINISH DATE(.'/a. ID SS ! M/T.I /Aft

SCREEN:TYPE MAT. LENGTH DIA. SLOT SIZE

TOP OF WELL CASING TOP 4 BOTTOM SCREEN GW SURFACE DATE

REMARKS:

- 1

— 1

— 5

~&

— 10

— 15

I

2.

3

H

5

.-3

0

a13

a

'&/&/&&7^Top 0.3'Lower 1 .0'

/LOG OF TEST BORING

DESCRIPTION

: Sroujr. Sandy S'lKy CuAy i

-rrace. pe,btolc.S

Nlo Recovery

C\<xyey StCT «.*<! G-RAVfcL ( pebbles aodCobble. •Pragnnif>f.s j moi'ST

C \ayty SIL.T ^ So*vit "• • Sox/\ci C. Qf&\(c.(

Clcoyey 3li_T <x«.d C. Gr'2r<\\/E.L/Sonne p«-bbl«,s , -ôiS-h

Bottom o-F Sor'iocr

REMARKS

OVA- 30 ?*»^

0\M= 'TO PP^n

OVA = MOO PrV"

OVA - 2.O PPrv\

WE

LL C

ON

ST

. 1

Proportion* U**di Trac* s 0-10%, Littl* s 10-20%. Som* s 20-35%, Ana * 35-50%Sampling Abbreviations: SS s. Sollt Spoon. ST : Sh«ioy Tuo«, CSC a Continueu* Soil Cor«

GR

AP

HIC

1

LIIM

O L

OG

1

50O00

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'age _J___of

HWTBORING NO.

"B" aB ._


T E ST. B O R I N G L O:Q -

PROJECT NO.. NAME oNo/Hona,! nt>«_

DRILLING CONTRACTOR- DRILLER p

N Sk iSî ——— ~^]

i1 LOCATION , 1>k, • . *! Ves-h3L\ , ^ *

A A / —^ — . * *\ 1 1 I Ml / LX t I /"I

'Wo\r-r / IQixl I— ClLlQtir^

<

e>elU-

1-2B

HART GEOLOGIST, OFFICE /> - f- > , / . /-> ,.-. JL, . Dc.hne.iacr / LI bert-v(_omer , NJ

DRILLING EQUIPMENT. METHOD .Holler .S-Tenr* Auger

WELL INSTALLED? CASING MAT./DIA. SCYES ""' NOJBELEVATION OF: GROUND SURFACE TOP(FT. A B O V E M.S. L.) &57. (o5

••

•

JHEP

SHED

SIZE- TYPE OF BIT f \ // SAMPLING METHOD START. FINISH DATE(ou ID SS M-Ai/fSft

REEN:TYPE MAT. LENGTH DIA. SLOT StZEOF WEU. CASING TOP & BOTTOM SCREEN GW SURFACE DATE

REMARKS:

^- 2

-3

-M— 5

-7

-6_CJ

— 10

— IS

a

^

1.3

1.3

0.5

^X^

LOG OF TEST BORING

DESCRIPTION

s^£:iL%*l::' ^ r^tFlLL - So/rut as above

p|j_L " •S*«^«e. cxs * bovc jSo«v>< C«re»./v>i<_ debris <xî frt«. roo-l-»

SiHy , Sa/\<iy CLAY a^J Gj-ÂVIiL {'meu- h> c<»a«ip«t»tlc Vo fotobif Si'lc Sooie. QCBftn't- ric.^

Clay 1.S -+TJ <g ^.4 0

C !«.yey S'l-T Ci/\d oêd. /~t cocric GrR<\v£LX-, ^^ I • 111 ^

Jscfttbm OT Borma0

REMARKS

0 VA * 10 PPM

OVA- t-L PPM

OVA - loo pp/y,

OVA = 2.- 5 PPM

OVA= «-Z* P*vn

WE

LL C

ON

ST

. 1

Prooortiont U*«d> Tr»c* s 0-10%. Littl* = 10-20%. Som« a 20-35%, And * 35-50%Sampling Abbreviations: SS s. Sollt Spoon, ST = Sh«iby Tub«, CSC a Continuout Soil Cor«

cnA

piiic

LI1M

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OoM

O •0000tn


BORING N .-3

BORING LOQ

PROJECT NO.. NAMENo.Ti

LOCATIONiona.

DRILLING CONTRACTOR- DRILLERMY

MART GEOLOGIST. OFFICEro-rratt- -WoU'4* / YQJ^.\ UXL.lo.ire.

£.' LoCaST-ro / W'be^H/ Comer . NT, A •*. , /*. ^f ^-isne /i, e»i «r ! £• A um I

*°"""1"' * °---"s-

DRILLING EQUIPMENT. METHODAuger

^ ^ ™Ty™"! T

SIZE. TYPE OF BIT SAMPLING METHOD55

START. FINISH DATEo

TART. F3/T.

WELL INSTALLED?! CASING MAT./DIA.YES I] NO 8

SCREEN:TYPE MAT. LENGTH OIA. SLOT SIZE

ELEVATION~o7;———GROUND SURFACE——TOPOF WELL CASING TOP & BOTTOM SCREEN GW SURFACE(FT. ABOVE M.S.L.I Q57.37 _______—————————————————————————————————————

DATE

REMARKS:

LOG OF TEST BORING

DESCRIPTION REMARKS

wOu

3

• 4-5

(.

7

&

1

•10

15

u

5 i,

A PILL -dr>

as Q-bove.

Top O.'i": Lk^»- 6ftH*^ SilVy CLAV;. Daric Oir*.y to blaxic CLAV^

/v%ft.+eria« -SrwaH roots

Coarse Gr«AV£L (ptUle *> Col»W* sdry h> S1

Top 0.5':~3l«ttK. CuAV, so/vê orjOAic AA.a+tf'*'dry

1.5': ki

-P Borin.

OVA= 0

OVA = > - ~L PP/vi

OVA = io-100"PPrv,

OVA: 10 -Uo

OVA r io- '00 P|0,y,

50OW

oo

o0000

Prooort.ont U«»fl. Tnc« s 0-10%, Little s 10-20%. Som» a 2O-3S%. Ana > 35-5O%Sampling Aborcviationi: SS s Split Spoon, ST = ShalBy Tuo«, CSC » Continuout Soil Cor«

FRED C. HART ASSOCIATES. INC. •o-««-.L,-koc.«,o..,^Tc««.'• -g — -

HARTBORING NO. .•r^^rT'ES,!;

PROJECT NO.. NAMEMflLrionoL rip£_,,_. ..

N /

1 x /BORING LOG I #7LOCATION . . . / 0

VesfoLl MV / rau.DRILLING CONTRACTOR- DRILLER p - . , .-> ' / Oto--

roL/TCLTT - Wo 1 -H / rou.1 L«iClcure ' A/*

f

3-1^

id-cge*.

H*KT GEOLOGIST. omcE £• 5chn<.ider / Liber+y Corner , NTDRILLING EQUIPMENT. METHOD

Hoilo\AJ S"t**>YN Allflg-fSIZE. TYPE OF BIT. , *t SAMPLING METHOD

^ ID 55ftWELL INSTALLED? CASING MAT./OIA. SCREEN:YES "* NO gl TYPE MAT. LENGTH DIA.

START. FINISH DATE4 /I4 /Sq

SLOT SIZEELEVATION OF: GROUND SURFACE TOP OF WELL CASING TOP 4 BOTTOM SCREEN CW SURFACE DATE(FT. A B O V E M.S. L.) B5S.27REMARKS:

//&/$/jf jf ^/y.X ./f^ ^^ s

/<?/£$$/& &/

LOG OF TEST BORING

/^ /J^/<£/<£ •+*/ DESCRIPTION

-— I

- 2.

-3-

— 5

— U

— 1

I,~

—

— 15

—

-

——

I

?3

5

O.1/

0.7

aft

0.7

2-0

FILL - &\± c

Flt-L_~ Sil-f OL^N

3 £

Lod Cloty . dfy

<L C_la_y ( So^v>^_«.bfel t "*~o cobble. ^ >"i«.)

SfiLrnft a.S Oibove ^ A( 5o'v»«_ reo-ts:

° 3

Saê as abov« wi-H,ou.t roori « drw' /

^^^ n

^Bottb.-v-,

~ll-L - Clayey S\L_T

dry

oP Sorioei

REMARKS

OVA - O

OVA * 0

dry

PJVv»

PP~

ov**o ™-

OVA* 3-7 7fa

MzOu

UJ

OCJ ®

foe C

O

OO

—1

—1

Prooortions U««d, Trae* s 0-10%. Littl* = 10-20%. Som* * 2O-3S*, And s 35-50*Samoling Abbreviations: SS z Soil' Spoon, ST : Shalby Tuba, CSC * Continuous Soil Cora

ooCO


BORING NO. - TE ST B OR t N G;::: L O Q

PROJECT NO.. NAME

DRILLING CONTRACTOR- DRILLER

_ I LOCATIONP.p^ ' Ves+^t . ^V

O , i /M •R»u.l LaClaMART GEOLOGIST, OFFICE /^C. /->Lorne.r

Page _J_ot ItO*IMC/«rtLl-|.OCAIlO*l.»«I.TC« -»

DRILLING EQUIPMENT. METHODSW, Au«,er

SIZE. TYPE OF IT?ID

SAMPLING METHOD j START, FlNfSH OfcTESS 1 U/ .U/ f l f t

WELL INSTALLED?YES Z1 NO 33

CASING MAT./DIA. SCREEN:TYPE MAT. LENGTH DIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WELL CAS4NG TOP & BOTTOM SCREEN GW SURFACE(FT. A B O V E M.S.L.) QkS.^rk____________________________________________________

DATE

REMARKS:

LOG OF TEST 80RING

REMARKS

MZou

UJs

— Z.

— 3

—— 5

7

8

0.6

0.%

o.e

•i 5•10

— 15

/vied'**»«

Dfoiurk .Sartdy CLAY Cirvd- pebble -ho cobble. ; dry

above.

brtxur» saAdy Cl-A/cobble*

SlUT

C-louyey SlLT do<i Gr^?Ay£L - pebb/c. HJCobble- Sit* .' Sp«ox> drove FHns**«H

crP B o r f n f l

OVA ~ O PPm

OVA - O

OVA = O PPnr>

OVA = O PPm

OVA - O

—1

50O03

OO

o000000

Proportion* U»»d, Traea s 0-10%. Littla s 10-20%. Soma z 2O-35%, And » 3S-5O%Sampling Aboraviations: SS r Split Spoon, ST s Shalby Tuba. CSC » Continuous Soil Cora

_[__ of

FRED C. HART ASSOCIATES. INC.L^M ••

HARTBORING N0.rt * V " TE ST B O R t N G L O Q

D~fcPROJECT NO.. NAME LOCATION ^

Mfl-rioAtt.! ripe ——— ————— YtS-roJ ^ NLDRILLING CONTRACTOR. DRILLER Q rtn / D i /~ 1

lQ rfCLTT - Wolf-r / rclu. 1 _&(_ IQ

.,.,,>,::.

/• ire

N ',l

i / ^ -/

HART GEOLOGIST, OFFICE -or o .. / , . . f\L . brvhne/dar / L- berfv Corner

DRILLING EQUIPMENT, METHOD SIZE, TYPE OF BIT „Hfl!l«.A/Sti^« Auqer U-a ID

WELL INSTALLED? CASING MAT./DIA. SCREEN:YES D NO SD TYPE MAT.

SAMPLING METHOD i START. FINISH DATESS ! 4/ ia/ f tR

LENGTH DIA. SLOT SIZEELEVATION OF- GROUND SURFACE TOP OF WELL CASING TOP 4 BOTTOM SCREEN GW SURFACE DATE(FT. A B O V E M.S.L.) flf-H . 34REMARKS:

/ /<*/ /&<?< / LOG OF TEST BORING.S jr ^j/V^ XC^ji^lX^^jr s\ s^^ f ~{ ~X^^ n ^«^^

/^/&./&/r^'/ DESCRIPTION

^

— 1

— Z.

1 3

—— 5

- 7

— 10

—

— 15

-

J

2.

3

^

b

0.7

11

0.6

^

[provk/r\ Tine "te o\«iiu./v> 5^^4^ So/>>*. ':"• 14Sb^^. pebbles/cobWe-S , li-ffle Cla.y ; dr

Clayey Slt-T Soof\«. 'pabi»lei//so>ai< cobb(«5

Clotyew Slt-Tj 3aoi-e o.s above 'y dry

Clo-yey SlLT -Pôuer cobble. 5 j moiy4dry

PlOLVCX/ Slt-T 6o/v»«. "tw I'lU-l C_Obbl«^S1 7 /

T j i | i rt .î^j OTTÔ /v^ O i wO • ' f\ Ot

J

4,

;

REMARKS

OVAS O PPoo

OVA=O T«^

0\/A= O-IO PPrvi

OVA = O PPrrt

(AzOu

UJ

2

OVA= 3-5 PPnaj

u

£2§5

—5

—1C

— 1!

Proportion! U»*d< Trie* s 0-10%, Little s 10-20%, Som* * 20-35%. And s 35-50%Sampling Abbreviations: SS *• Split Spoon, ST = Sh«lby Tub*. CSC * Continuous Soil Cora ROB 001 0889

Page I_ of

Miff"BORING NO.— r-j


TEST BORING LOG ;

PROJECT NO- NAME ^^ ?ioe r»v.«..un ^^ ( ^y

DR.LL-NG CONTRACTOR. DRILLER pa f ra-ft_ y ,,. / R^ , LdCW^

HART GEOLOGIST. OFF.CE y y. ^ / L . ^ £orn(Lf_

• o*<Mc»tLvt.oCATio>i lAircx -••

y .s-7

DRIL' ING EQUIPMENT. METHOD SIZE, TYPE OF BIT/ „ SAMPLING METHOD STARiyiNISH DATEAnllow Ara/yi Au«<tr Co* ID SS 4 /i*4 /ftfl

WELL INSTALLED? CASING MAT./DIA. SCREEN:YES ~ NO ^ TYPE MAT. LENGTH OIA. SLOT SIZEELEVATION OF: GROUND SURFACE TOP OF WELL CASING TOP & BOTTOM SCREEN GW SURFACE DATE(FT. ABOVE M.S.L.) PyoH.44

REMARKS: \ / | l ^ . i , J . i . C 2 X ^ i , i , _ jWC.li "pO'îT 56.T d"i cj NAjarer Sa<^\ple was Collec-r«djii<_ i— i-M— 5

- 7

— 15

1

Z

1

4

0.1

[)"

1.3

1.5

/ / "^ / LOG OF TEST BORING

^ DESCR.PT.ON

Part bro\Ajr\ f-"^LL_ ; dry

0«JX b^n-h-J^y S-l+y,^ F.U.',

Pxrt. brrsw^n TO yellow Clo^yey; s"ilfyi SAND'+TQXC. 'pwbb/fr* * w€.4~ a+- 5 x

GneLy TO b/iw/i SAND c,ha.oaes +>»hard 3fOL-y ^V 6i I4y ' Cl-Ay

e^ • j

REMARKS

OVA = O PPrvi

OVA = 0 PPm

OVA= b PP«

OVA = 0 PP<v^

Proportion* U«»d. Trac* s 0-10%, Littl* s 10-20%. Som» z 20-35%, ArM s 35-5O%

WE

LL

CO

NS

T. 1

s

*s

f

<<h

0

C Z

00

33^

3 __

o

°age _1__ot


BORING BORING LOG

PROJECT NO.. NAME LOCATION

DRILLING CONTRACTOR. DRILLER

HART GEOLOGIST. O.HCEPor-rati--WolW / I CM ' ~LtxClo^re

DRILLING EQUIPMENT. METHODAuger

SIZE. TYPE OF BIT SAMPLING METHOD START. FINISH DATE

WELL INSTALLED?YES 12 NO g

CASING MAT./OIA. SCREEN:TYPE MAT. LENGTH DIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WELL CASING TOP 4 BOTTOM SCREEN GW SURFACE(FT. tBOVE M.S.L.) ft(o2.O3

DATE

REMARKS: i ,, . ,well -POI/TT se.t 0.4- woitr was crollected .

- 2I 3

— s

— 10

— 15

0.5

o.i

FlLLdri

O.2.';*ia

a »- P4-.

DOTro/v\ OT -PT-

—1

o03

oo

oGOProportions U«»d, Tract = 0-10%, Littl* s 10-20%. Som* s 2O-3S%. And s 35-50%

Sampling Abbreviations: SS s Split Spoon, S7 •: Sh«ioy Tub*, CSC a Continuous Soil Cora

__|__Of


BORING NO. BORING LOG

PROJECT NO.. NAMENifl.fi one

LOCATIONVestal NY

DRILLING CONTRACTOR. DRILLER p W. » , , OO /ro.rro.tt'-Wnl-F-F /M A R T G E O L O G I S T . OFFICE ide.r / L-ibeH-y Conner

tO«iN6f,»lk i-iOCAIIO«-»ilt.TC» ««•

N1

DRILLING EQUIPMENT. METHODAigag.

SCfcEID

WELL INSTALLED?YES 2 NO 5f

CASING MAT./OIA. SCREEN:TYPE MAT- LENGTH DIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WEU. CASING TOP & BOTTOM SCREEN GW SURFACE(FT. A B O V E M.S.L.) 8(pl-21

DATE

REMARKS: . a_poi/VT , **.IO

.,was Collected

LOG OF TEST BORING

DESCRIPTION REMARKS

V)zou

— i

— L

— 3

—— 5

— 7

— "(

— 10

_

— 15

~_

-

—

—

I

1

1

1

2

2

I.I

MR

FlL_L - '=>'(\1r , Sci^d^ p«- b toles /cobbleS;

FILL - S'llfy^ Sandy CUA-y ^^^

S«*y. V.lfy CLAV , we* at S.6'.

Mo Ceco\/«ry

Batt-o^ of -Bof,^ - 10 £r

OVA =2-20 PlVn

OVA* Z.-8 PP^

OV«V r 2.-40 mn

OOJ

oo

_j

— 1

— 1

^PfODOrtienc Ut»a. Trie* : 0-10%, Littl* s 10-20%. Some x 2O-3S%, AM s 35-50SSampling Abbreviations: SS s Sollt Spoon, ST : Shalby Tuba, CSC * Continuoua Soil Cora

o00

_ 1 __Page _ __ o t

fm I-HED C. HART ASSOCIATES. INC. •«••-<—— o««.o.... M6.«.(— • .=."(Al\i' ORING NO.6-to

/:--^S:TEST.r ROJECT NO.. NAME o

' NoLTionccI ripe

N

1 _v/*rf JP'p*.

BORING LOG - — ' 'C« — —^~- -^

LOCATION l^ 'J^ 1VcST"o. I NT _____ . V>- /

"DRILLING CONTRACTOR. DRILLER ~ ., , ,rr /V , /•M - Vs4 •*"* yrarro-tt-WolPf / rcLu-l LiClp-'^ \ ——

iART GEOLOGIST. OFFICE x- <•

DRILLING EQUIPMENT, METHODfollow Sfe.- Aoêr

ider / L-ib'trTy CorotrSiZE. TYPE OF BIT , .' „ SAMPLING METHOD START. FINISH DATE

(e/4 ID SS M /IS /£ft'ELL INSTALLED? CASING MAT./OIA. SCREEN:rs ~~ NO Si TYpE "*T. LENGTH DIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WEU. CASING TOP t BOTTOM SCREEN GW SURFACE DATE(PT. A B O V E M.S.L.) S6i3.LI^L

EMARKS: --75 , JL>-

//* //&£>/ LOG OF TEST BORING

/ ^ / <^~/ ^'/'Îf $"/^* .^. / ff** jT**1 *^/6 ^ /^

XV /l/^//^y^'^/ DESCRIPTION

f c .2

L

' 3

r-s1-7

i

Ua|

•10

— 15

-—

—

I—

1

2

3

^

Z

2

\.\

2

Park, brown P

J ^'Xvaftsf^l 0rV<i Cl<X^'

S.UT , *-* P.0b,«s/c.bb,es

s'^.^:eTrj"Aobl"^T3rouun SlL_T

Sorw«. "pe-toto*vu-e.4 o."

So/ê c lo-y,J / .ej / Co W bl*.S | (Vtoi Sf*/y/^ +"

â.5 '

Bottom erf 'Sofi^q 10 -f+J

REMARKS

OVA - O p(Vy,

OVA = O PPnn

OV*= 0 Pfno

OVA •=. i 7>prr>

iU)zou_iLU

$

7—

»oa)

ooM

C

"3£2< —c3

—5

—10

—15

—20

Proportion* U»«d. Trae* : 0-10%, Littla s 10-20%. Som« *. 20-35%. Ana * 35-50% ^Sampling Aborcviations: SS * Split Spoon, ST = Sh«lDy Tuo«, CSC a Continuous Soil Cor* OJ

Page _|_ot


TEST BORING LOG:

DRILLING CONTRACTOR. DRILLER

HART GEOLOGIST. OFFICEPoj-rcdf-WolP-P /Frui t L^CI

^ -K.

/ i . /^ __/ L-berTv Corner

N

1

oftVtrf

['DRILLING EQUIPMENT. METHOD Auger

SIZE. TYPE OF BIT , •C.-U

SAMPLING METHOD , START. FINISH DATESS I M /i

VELL INSTALLED?'ES Z: NO g[ _

CASING MAT./OIA. SCREEN:TYPE MAT. LENGTH DIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WELL CAS4NG TOP fc BOTTOM SCREEN GW SURFACE(FT. A B O V E M.S.L.)

DATE

Se/t~ CXT- \O , warter Sat/wpl-e was collee-ted

LOG OF TEST BORING

DES=R,-T,=N REMARKS

(AZou

$ I a

h ,tl

T-5

•3

-10

r

3 i:

2.

Z

z5 i

SIL.T

C.LAV( 2." s/z.*) ',

CLAY

CuAy ( some

OVA.- O

OVAv= O

OVA= O

OVA = o

prooortiont u>«d, Tract = 0-10%, Littl* a 10-20%, Som« s 2O-3S%, Ana s 35-50%Sampling Aborcviations: SS s Sollt Spoon, ST : Sh«IDy TUD«, CSC a Continuous Soil Cora

o03

OO

o00

—5

—10

—15

M •BORING NO.


T E ST.. B O R t N G L O G

N JAÛ

1 / \

PROJECT NO.. NAME _, LOCATION /fi«'<* ^MAT-inacxl ri<p^ ———————————— Y£S±aJ , NI7 / /' 3

DRILLING CONTRACTOR- DRILLER 4j_ x y , OT / -O 1 1 Ol • ^XXroLrrdLtr- Wol+4- x rau.1 LaL-ionre. ' /HART GEOLOGIST. OFFICE R;LoQaStro / U b<.rty £ofn<.r

, /x_/ //

DRILLING EQUIPMENT. METHOD SIZE. TYPE OF BIT , ,, j SAMPLING METHOD START. FINISH DATE(-rollotu crr^v* Auq«r (ofa ID 1 S3 <4 /Ifi /ftft

A-ELL ..^.STALLED? CASING MAT./OIA. I SCREEN:yes -i NO^ 1 TYPE UAT. LENGTH DIA. SLOT St2EELEVATION OF: GROUND SURFACE TOP OF WELL CASING TOP & BOTTOM SCREEN CW SURFACE DATE'FT. iBOVE M.S.L.) Q(o2i.m-1EMARKS: . ,, . . ,_ / . .Vv^-l 1 pot^T Set' <x4 IO . w<iT«.r sa^wpl^. was coUtc.t'e.cl .

^KJ

• M-

• ^1

L -7

•10i

h

L15

t

1

Z

3

4

Z

Z

z1,1

2.

//&<^/ LOG OF TEST BORING

^0^2_ ———————————————————————————————————————————————————————

£Y DESCRIPTION

^2_" f*\OtL' p€.bble Si"2_t) Too1*" oaav.4f I'OL!<v\oi t"

d<-to/v>t>o«'mj R.OOT rrt ^TC-fftA I— $osv>€.

•* ' -* ' rvini s*T"M-M.S' OR&>VMiC n^/^TG^ i/»(_ CxoA <io./k_

b/buu^ CuAVt4'5"64f^ttâItli"t"^dr<

k"^^Û*Y n^Y f '

/ / '

L 2* ckY~r''cA 2-oê!) ; w«,V &•*- C '

D~ I.'T ÔfûJA Si \"Pv/ C_L./\7 "Vrfxte Sa/Mi reoNw f\ ' ' '^ .<4_)Q 13rouj«~» •Pfic. SAM&> liVVte. s i \ " ^ >

REMARKS

OVA =0.6 PPV^

OVA" 100 PP i

OVA - 100 ?Prv,

OVAr 0 PP^n

OVA = O PP*o

Prooortioni U««di Trac* s 0*10%, Little s 10-20%t Som* & 20-35%, Ano s 35-50%

WE

LL C

ON

ST

. 1

7"

03

0oI-J

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o22r o< ^

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£ o

5 3

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DESCRIPTION 3D m Z > a x c/i

LOG TEST BORING

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m o p i 3J H > C/> W O O > H m w • z. o

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'HART' BORING NO.Q i . : • -r^rTEST

•ROJECT NO.. NAMENcm onoJ RLpe ———

BORING LOGLOCATION

DRILLING CONTRACTOR. DRILLER o

|-nrrfttt--Wnl4¥ / P_ju.l Lo-Claire.HART GEOLOGIST, OFFICE _O ' 1 p L_

DRILLING EQUIPMENT. METHODH-oilo\A/ ST<«m nwflc«r

O / L-i bc.rry Corner

N r\o("^'/''>

i-^Vvî//<s2^jp&3

^/^SIZE. TYPE OF BIT , ,, SAMPLING METHOD , START. FINISH DATE

(o 'a IP SS ' M /IQ /flt^/ELL INSTALLED? CASING MAT./OIA. J SCREEN:'ES 2 NO5f TYPE MAT. LENGTH OIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WELL CASING TOP 4 BOTTOM SCREEN GW SURFACE DATE'CT. A.BOVE M.S.L.) 8(p3./7

.EMARKS: . * .. .Well Tio'iAt set ai

//$^%Mt ,-4

•L — 5

P^

j -10

lr

— 15

IZ

3

q

Z

1

1.7

Z

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^X^X^x^ */wx

In'. water sample ^c

LOG OF TEST BORING

•t^T/ DESCRIPTION

Po.rlc broujr* CLAV so(v>c. si 14" 1 i-fHa

Same. a.s above. } i<.«s o^«a«ic

H-5' Po.rlc. torotun C.L.AV <x»\<l OKGfAkNlc.MA~T£K,IAL. dÔofrs^ ; tra-ê Si It"

——————— trAttr. «,*

GrrOLy /faSt 4-0oW Ci_AY 4r

^<'rur?r^«Si^T ' ttlv<<Vi

bro\A)n ry\oiHe i S I L.T

6>— ^.*4' Doirk. brtxon "ha rnotTlC'd ' -V /rttSf-^">L.T and C l-AV , So/ne ToorM

H-4 - 10' Breii;?..,vi '>1* r^'Vw6'^^.*'^,?^?' tXlT^ feL-wl .

^ J

),S Co|l€C-N-d

REMARKS

OVA = O PPm

OVA - O PP™

OV r\ r o "Pprr

OVA - QO ??rr>

o^-o -qo pr-

"Proportion* U»»<J, Tr»c« s 0-10%, LittU s 10-2O%. Some s 20-35%, And * 3S-5O%Sampling Abbreviation*? SS z Solit Sooon. ST - Shalnv Tut». CSC > Cantinuaua Sail Cor*

WE

LL C

ON

ST

. 1

v

OOM

1

O00V0

IO

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—5

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Page ____ot


BORING NO. TEST BORING LOG

- ROJECT NO.. NAME

DRILLING CONTRACTOR-DRILLER

LOCATIONVest&J . MV

I < A R T GEOLOGIST, OFFICELoCastro / Li be.rtv

e: TC Tôe rtc o ITDRILLING EQUIPMENT. METHOD SiZE, TYPE OF BIT SAMPLING METHOD IT ART. FINISH DATE

'ELL INSTALLED? I CASING MAT./DIAES 2 NO SU__________

SCREEN:TYPE MAT. LENGTH DIA. SLOT SIZE

-LEVA.TION OF: GROUND SURFACE TOP OF WELL CAS4NG TOP & BOTTOM SCREEN GW SURFACECT. A B O V E M.S.L.I 81.3.42.____________________________________________________

DATE

EMARKS:S-et a-f I Q X

}

t'

h

LOG OF TEST BORING

DESCRIPTION REMARKS

u>zou

"~SfODortion» U»»d. Tr»e« r 0-10%, Littl* s 10-20%, Som« s 20-35%, Ar»fl » 35-5O%Sampling Aborcvtations: SS s Sollt Spoon, ST - Sh«ioy Tuo«, CSC a Continuous Soil Cor*

ooCO

£2Of5 I 53

1z3^

-5

C,

7

ft

i

I

?,

3

£1

2

Z

I-H

Z

5 ii.fcj10 - ——— : ———

i

•15ii

Srtuin CLAV a^d SILT , Sonn«. ar<xv/e.l' ' JTTo.ce. o r q a o l c nrsoi+erfa.1 • onolS-h

J )

3n>vjJr» ~h3 dar< brouin C.LAV ô/v»c sil-^£o™«. or«A/>i«. rv\a+«ri-OLl Cbâcic deco^pov'^•^race SoLr>cl •, moist

M-'4.7' i SCXA>« <xs <Xbo*« ItHMe, graiVftlc"2. — 3" blft.c< ao<tuia,r^

14.7 — S.H"** (Ho-fHed <3ray. /ru.S't" +* bfoww^Sii_"T /i-i tuAy : -fra t^ 5a/^d . /-r-ert-^

^- C..4X: MoW«.d ruî/<j'-xy -tr> brow»o S'll-T

/ i J £J • T^ p Q uu o "4 t j ^^ pi w 0^ o o ^^^» \ f

iJAf k_ w/^\jJ/-% vi » t_ I 0^*^\<^ Cl_ r\ 7 Ô/V1 CoO^^\^|f ^"* »"-w»r » j

w€,r"t5oTtb/-n o-f ôrinok

OVA- 0—1.5PP/n

OvA- ôo T>PmTWVX.

O\//\ =• looo -t- ppio

/WDI'S 1

OVA = Z50-HOO PP«

w«*- »+ T'ov^: 0-140 Tiw,

73

Oaoo

—5

—10

—15

ot

1-HfcDC. HAH! ASSOCIATES. INC.

"WJCORING NOV

T E ST B O R t N G L O G

P, ~

ARTGEOLOG,ST.oFF,cE / U b e. r4v (V n^r

""

DRILLING EQUIPMENT, METHOD.S-h»./w

SIZE. TYPE OF B,r , | .. | SAMPLING METHOD START ..f INISM DATEIDI ^ .S

T ..f I/7

ELL INSTALLED?re ~i NO ST

CASING MAT./Ol SCREEN:TYPE MAT. LENGTH DIA. SLOT SIZE

ELEVATION OF: GROUND SURFACE TOP OF WELL CASING TOP i BOTTOM SCREEN GW SURFACE'CT. A B O V E M.S.L.I &' '

DATE

LOG OF TEST BORING

DESCRIPTION REMARKS

MzOu

— 3

'r e

I- 10

1.3

1.7

1-3

5 Z

— IS

Park. brouuA PILL - siW-+TS coxrs e ci'

8ftxJUrfo U-Hlc. roo+s* r«oiS+

pebbles ;

5il4y CLAYblcttk. S'o root-s

ORGrAMlC. PE/VT^^ v«/y

at 7'

"Breton 5\lfy$o<v,<. block. Q -<

cj

OVA- IO -

I OO

-- ^00-4,00

OVAT

~~»roportiont U**Q. Tract : 0-10%, Littl* s 10-20%. Som« s 20-35%. And s 35-50%Sampling Aborvviations: SS s Soltt Spoon, ST z Sh«ioy Tub«, CSC a Continuous Soil Cor*

> I"P_ '

O03

OO

O00

—5

—15

7EP ASSOCIATES, Inc.Paae 1

* R O B I N T E C H / NATIONAL* **•»»»*»***•»***•

?R-Apr-89 12:58:03 KLT-KOGO-11 VIE

PIPE CO. SITE VEP 4153-88

=T» NORTH

101 767008.9148

132 766950.3749

103 767084.1477

104 767331.6642

105 767268.6260

106 767424.2949

107 767545.2156

108 767675.5593

109 7 6 7 5 2 6 . 9 8 7 1

110 767409.4185

111 767506.7875

112 767571.3399

113 767633.1571

114 767634.6722

115 767643.9120

116 767686.1428

117 767046.2842

118 767070.8336

119 767002.1273

120 766946.6798

121 766926.8372

122 766955.7141

•*******•**•

EAST

660216.1766

660223.9414

560277.7716

560316.4886

560583.3688

660368.1054

560292.8511

660296.7671

660412.9130

660548.5?43

660663.4053

660520.5106

660470.7050

660519.8240

660563.1162

660461.4655

660176.8469

660162.3311

660172.7887

660180.6890

660217.8496

660239.6658

BORING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

Ifi

17

18

19

20

2A

2B

ELEVATION

855. 86

857.95

357.37

859.27

865.46

860.34

860.44

862.03

861.29

863.42

8fi8.65

862.64

864.77

863.17

863.42

864.51

852.34

851.93

850.58

850.48

859.07

857.65

Ow

oo

o100o

loeo

to

o ao

a

APPENDIX I

AIR SAMPLING ANALYTICAL DATA

Subsections

1-1 September 1988 Data1-2 September 1990 Data

O03

(G043:17)

oNJ

1-1SEPTEMBER 1988 DATA

SOo33

(G043:18) §h- '

Oco

ENVIROPACT12533

ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/08/88Sample Received: 9/09/88 Collected BySample Description:01030-00-85001-02 NATIONAL PIPE

FRED C. HART & ASSOC.

Page 1 of 9December 6, 1988Report 27574

LAB I.D. 86119

YOUR REP.

REPORT OF ANALYSIS : UW-1-1 UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1 , 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1, 2-DICHLOROETHANEEPA METHOD TO-2

17.52< 0.57< 0.57

10.6< 0.57< 0.57< 0.5736.0

< 0.57< 0.57< 0.57< 0.57

LITERSng/lng/lng/lng/lng/lng/lng/lng/lng/lng/lng/l

12/05/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/3211/14/8811/14/8811/14/8811/14/88

oo

Analyses performed in accordance with E.P.A., A.S.T.M., StandardMethods or other approved methods.

o\oo

ENVIROPACT SERVICES. INCMIAMI DIVISION

•»790 NW 157th STREETMIAMI. FL 330144421

30&SO-17DO

/Respectfully Submitted,' (f <C

O.

rey S. GlassLaboratory Supervisor-- •—-Enviropact Services, Inc.

12533ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/08/88Sample Received: 9/09/88 Collected By: YOUR REP.Sample Description:01030-00-85001-02 NATIONAL PIPE



LAB ID. 86119

REPORT OF ANALYSIS : DW-1-1 UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1 , 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2-DICHLOROETHANEEPA METHOD TO-2

17.28< 0.57< 0.57

22.1< 0.57< 0.57< 0.57< 0.57< 0.57< 0.57< 0.57< 0.57

LITERSng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/1

12/05/8811/15/8811/15/8811/14/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/88

CO

oo


o10o

'spectfully Submitted,s

J&ffrey S. GlassLaboratory SupervisorEnviropact Services, Inc.




LAB ID. 86119


AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1 , 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2 -DICHLOROETHANEEPA METHOD TO-2

16.20< 0.61< 0.610.33

< 0.61< 0.61< 0.612.39

< 0.61< 0.61< 0.61< 0.61


12/05/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/88

o03


oo

ovo

/ Respectfully Submitted,

frey S. Glassaboratory Supervisor ••• -Enviropact Services, Inc.




LAB ID. 86119

REPORT OF ANALYSIS : DW-1-2A UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1, 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2-DICHLOROETHANEEPA METHOD TO- 2

16.20< 0.61< 0.617.8

< 0.61< 0.61< 0.61

39.7< 0.61< 0.61< 0.61< 0.61

LITERSng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/1ng/lng/1

12/05/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/8811/14/88

§03

Oo


tfully SubmitS.

ovoo

Jfef<£5e"y S. GlassLaboratory SupervisorEnviropact Services, Inc




LAB ID. 86119



17.52< 0.57< 0.574.8

< 0.57< 0.57< 0.57

26.2< 0.57< 0.57< 0.57< 0.57


12/05/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/88


oo

ovoopect fully Submitted, o>s

rey S. GlassLaboratory SupervisorEnviropact Services, Inc.




LAB ID. 86119

REPORT OF ANALYSIS : DW-1-3D UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1 , 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2-DICHLOROETHANEEPA METHOD TO- 2

7.2< 1.3< 1.30.8

< 1.3< 1.3< 1.3

11.1< 1.3< 1.3< 1.3< 1.3


12/05/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/8811/15/88

ow


oo

Respectfully Submitted,

C/effrey S. GlassLaboratory SupervisorEnviropact Services, Inc.




LAB ID. 86119

REPORT OF ANALYSIS : TRIP BLANK UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1, 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1,2-DICHLOROETHANEEPA METHOD TO-2

0< 10< 10

28.8< 10< 10< 10276.0

< 10< 10< 10< 10

LITERSngngngngngngngngngngng

12/05/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/88

CO

oo


espectfuLly Sub? o

oVO

ted,

S*¥ffrey S. GlassLaboratory SupervisorEnviropact Services, Inc.




LAB ID. 86119

REPORT OF ANALYSIS : FIELD BLANK UNITS DATE


0< 10< 10< 10< 10< 10< 10< 10< 10< 10< 10< 10


12/05/8811/21/8811/21/8811/21/8811/21/8811/21/8811/21/8811/21/8811/21/8811/21/8811/21/8811/21/88

§33

Oo


/Respectfully Submitted'/F c ^ "•** ii* *t * i ^^ •

ovo

y S. GlassESTboratory SupervisorEnviropact Services, Inc.




LAB ID. 86119

REPORT OF ANALYSIS : MATRIX SPIKE UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1 , 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2-DICHLOROETHANEEPA METHOD TO -2

0< 10< 10< 10< 10< 10< 10

2,331< 10< 10< 10< 10


12/05/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/8811/22/88

oo


spectf

ovoto

frey S. GlassLaboratory SupervisorEnviropact Services, Inc

ENViROPACT

12533ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : AARON LEVYSample Collected: 9/15/88Sample Received: 9/23/88 Collected By: YOUR REP.Sample Description:01023-10-85001-02 NATIONAL PIPE FRED C.

HART ASSOC.

Page 1 of 8October 24, 1988Report 27760

LAB I.D. 86119

REPORT OF ANALYSIS : VW-2-2 UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1 , 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2 - D I CHLOROETHANEEPA METHOD TO- 2

24.4< 0.41< 0.41< 0.41< 0.41< 0.41< 0.41< 0.41< 0.41< 0.41< 0.41< 0.41


9/15/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/88

o03

Oo


o10

U)

ENVIROPACT SERVICES INC•/IAMI DIVISION

•1790 NW 157th STREETMIAMI FL 33014-6421

305-620-1700


s. Glass-Uabpratory ManagerEnviropact Services, Inc.


12533ENVIRQPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : AARON LEVYSample Collected: 9/15/88Sample Received: 9/23/88 Collected By: YOUR REP.Sample Description:01023-10-85001-02 NATIONAL PIPE FRED C.

HART ASSOC.

LAB ID. 86119

REPORT OF ANALYSIS : DW-2-2D UNITS DATE

AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1, 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2-DICHLOROETHANEEPA METHOD TO-2

7.5< 1.33< 1.33< 1.33< 1.33< 1.33< 1.33

14.0< 1.33< 1.33< 1.33< 1.33


9/15/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/8810/19/88

o38

Oo

o10


espectfully Submitted,

frey S. Glassboratory. Manager

Enviropact Services, Inc.



HART ASSOC.

LAB ID. 86119


AIR VOLUMEACRYLONITRILEALLYL CHLORIDEBENZENECARBON TETRACHLORIDECHLOROFORMMETHYLENE CHLORIDETOLUENEVINYL CHLORIDE1, 1-DICHLOROETHENE1,1, 1-TRICHLOROETHANE1 , 2-DICHLOROETHANEEPA METHOD TO-2

21.4< 0.47< 0.47< 0.47< 0.47< 0.47< 0.47

17.8< 0.47< 0.47< 0.47< 0.47


9/15/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/88

oW

oo

ovo



SS. Glass

<—-Laboratory ManagerEnviropact Services, Inc.



HART ASSOC.

LAB ID. 86119



21.0< 0.48< 0.48< 0.48< 0.48< 0.48< 0.48

16.8< 0.48< 0.48< 0.48< 0.48


9/15/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/8810/20/88

woo

<y\Analyses performed in accordance with E.P.A., A.S.T.M., StandardMethods or other approved methods.

:espectfully Submitted,

Jeffrey S. GlassLaboratory ManagerEnviropact Services, Inc


HART ASSOC.


LAB ID. 86119



20.3< 0.49< 0.49< 0.49< 0.49< 0.49< 0.49< 0.49< 0.49< 0.49< 0.49< 0.49


9/15/8810/21/8810/21/8810/21/8810/21/8810/21/8810/21/8810/21/8310/21/8810/21/8810/21/8810/21/88

33OwOO

O

l-l>J



SS. Glass

taboratory ManagerEnviropact Services, Inc.


HART ASSOC.


LAB ID. 86119

REPORT OF ANALYSIS : FIELD BLANK UNITS DATE


0< 10< 10< 10< 10< 10< 10

235.1< 10< 10< 10< 10


9/15/8810/25/8810/25/8810/25/8810/25/8810/25/8810/25/8810/25/8810/25/8810/25/8810/25/8810/25/88

03

oo


ovot->CO


£--Tfl"effrey S. GlassLaboratory ManagerEnviropact Services, Inc.

12533 Page 7 ofENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : AARON LEVYSample Collected: 9/15/88Sample Received: 9/23/88 Collected By: YOUR REP.Sample Description:01023-10-85001-02 NATIONAL PIPE FRED C.

HART ASSOC.

8October 24, 1988Report 27760

LAB ID. 86119

REPORT OF ANALYSIS : TRIP BLANK UNITS DATE


0< 10< 10< 10< 10< 10< 10

124.0< 10< 10< 10< 10


9/15/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/88

oOJ

oo


VO


5.Jeffrey S. Glass

Qsaboratory ManagerEnviropact Services, Inc.


HART ASSOC.


LAB ID. 86119

REPORT OF ANALYSIS : DW-2-3A UNITS DATE


20.3< 0.49< 0.49< 0.49< 0.49< 0.49< 0.4929.3

< 0.49< 0.49< 0.49< 0.49


9/15/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/8810/24/88

o03

OO


10o

* /^Respectfully Submitted

( Jeffrey S. GlassLaboratory ManagerEnviropact Services, Inc.

ENVIROR\CT

December 9, 1988

Francine BarkerFred C. Hart & Associates140 Alien RoadLiberty Corner, N.J. 07938

Dear Ms. Barker:

I am writing this letter to you regarding our reports numbered27574 and 27760, because I am disturbed by the results. The datagenerated in this round of sampling has values for field and tripblanks greater than some of the samples. Barring deliberatemislabeling of the samples for QA purposes, there is no logicalor scientific way to resolve the appearance of high contaminationlevels in the blanks.

All of the pretested tubes were clean prior to shipment. Thetubes were maintained in their sealed canister while awaitingshipment. Perhaps the canisters were contaminated at some point,or some other mishandling occurred. At least one sample arrivedin a tube jacket, which was broken and then taped together. Theanalyst indicates that, although some of the peaks wereunidentified, the fingerprints look like light hydrocarbons, suchas those associated with gasoline vapors. Based on theseresults, it would appear as though re-sampling is in order.

Respectfully,

John E. TostanoskiEnviropact Northeast, Inc.

JET/aat

cc: Don Wasmund, Manager, Chromatographic Services

§

ENVIflOPACT NORTHEAST. WC540 PALMER ROAD

YONKERS. NY 10701-53379H9O4346

ENVIROPACT, INC.4790 Northwest i57th Street

Miami, Florida 33014-64211305) 620-1700 Fax No. (305) 625-2964

FRED C. HART & ASSOCIATES

LOG # 27980

AIR FILTERS FOR NEW YORK

INITIAL WEIGHING9-1-88

CartridgeCartridgeCartridgeCartridgeCartridgeCartridgeCartridgeCartridgeF. BlkT. Blk

#1#2#3#4#5#6#7#8,#9#10

0.0.0.0.0.0.0.0.0.0.

3469355435993783363836653648364538653534

WEIGHING AFTERSAMPLING9-15-88

0.0.0.0.0.0.0.0.0.0.

3470354735983786364236813646369638633536

SCALE USEDMETTLERAE160

0.-0.-0.0.0.

+ 0.-0.-HO.-0.+0.

00010007000100030004001600020051-00020002

/•*^/

Samples heated in 10 ml HNO3; add H2O2 to clear organics. Begin tototal volume of 75 ml DI H20.

Calculate based upon amount of solids present (not by air volumeas is the ordinary case). Note: consultant alerted as to inherentproblems associated with this method of reporting results.

Sample Calculation:

Cart #8 analyze xx = 0.03 mg/1.03 mg/1 * 0.751 prep volume = 0.00225 mg xx/.0051g sample

= 0.4412mg xx/g sample * lOOOg/kg

= 441mg/kg sample

Respectfully submitted,

ENVIROPACT, INC.

S. GlassLaixSratory ManagerJG/sr

50O03

OO

OU3[O

ENV1ROPACT

Enviropact Northeast, Inc.540 Palmer RoadYonkers, Men York 10701Attni Ugo P. Perzan

Samples Collected! 7/08/88 fc 7/15/88

May 24, 1787Report IHNY0110

Collected byi Your Rep

REPORT OF ANALYSIS! RESPIRABLE PARTICULATES

Sample Numberi DM 1-3

Collection Datet 7/08/88 Pre-Wei ght .25374Post-Wei ght .25403

Sample Numbert DH 1-2

Collection Datei 7/0B/BB Pre-WeightPost-Weight

,26776,26805

Sample Number• OH 2-2

Collection Datei 7/15/88 Pre-Wei ght .27328Post-Wei ght .27331

Sample Number• DM 2-3

Collection Datei 7/15/88 Pre-Weight .26617Post-Wei ght .26625

Analyses made in accordance with E.P.A., A.9.T.M., StandardMethods or other approved methods.


OxX^^vt-txOÛ————————tfLanrence J. KornLaboratory Supervisor o

o

ENVinOPACT INC47QO NW !57mStRFET'.'IAM1 FL 3.10U 6421

3056201700

OVOtoU)

ENV1ROPACT

12533ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/15/88Sample Received: 10/12/88Sample Description:1022-10-85001-02 FRED C. HART ASSOCIATES

NATIONAL PIPE BINGHAMTON


LAB I.D. 86119

Collected By: YOUR REP.

REPORT OF ANALYSIS : UW2-1 CARTRIDGE # 8 UNITS DATE

ALUMINUMANTIMONYARSENICBARIUMBERYLLIUMCADMIUMCALCIUMCHROMIUM, TOTALCOBALTCOPPERIRONLEADMAGNESIUMMANGANESEMERCURYNICKELPOTASSIUMSELENIUMSILVERSODIUMTHALLIUMVANADIUMZINC

< 1,470< 294< 75< 147< 147< 75< 14,706< 73.5< 1,470< 147< 14775

< 14,706< 147< 5.1< 147< 1,470< 75< 73.5< 147< 294< 147

3,382

mg/kging/ kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg??.g/kgmg/kgmg/kgmg/kg

10/17/8810/17/8810/14/8810/17/8810/17/8810/14/8810/14/8810/14/8810/17/8810/14/8810/15/8810/14/8810/17/8810/17/8810/20/8810/14/8810/21/8810/14/8810/18/8810/21/8810/18/8810/21/8810/19/88

Analyses performed in accordance with E.P.AMethods or other approved methods.

ENVIROPACT SERVICES. INCVIAMI DIVISION

4790 NWtS7lh STREETMIAM FL330U4421

30&620-1700

A.S.T.M., Standard

Etespect fully Submitted,

LawrenceW. KornLaboratory SupervisorEnviropact Services, Inc.

12533ENVIRQPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/15/88Sample Received: 10/12/88 Collected By: YOUR REP.Sample Description:1023-10-85001-02 FRED C. HART ASSOCIATES



LAB ID. 86119

REPORT OF ANALYSIS : DW2-1 CARTRIDGE # 6 UNITS DATE


< 4,688< 938< 234< 469< 469< 234< 16,875< 234< 4,688< 4694,688328

< 46,875< 469< 46< 469< 4,680< 234< 234< 4C9< 938< 469

13,125

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kging/ kgmg/kgmg/kgmg/kg

10/17/8810/17/8810/14/8810/17/8810/17/8810/14/8810/14/8810/14/8810/17/8810/14/8810/15/8810/14/8810/17/8810/17/8810/20/8810/14/8810/21/8810/14/8810/18/8810/21/3310/18/8810/21/8810/19/88


Respectfully^ Submitted^

0' '~Lawrence J. KornLaboratory SupervisorEnviropact Services, Inc.

12533ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/15/88Sample Received: 10/12/88Sample Description:1023-10-85001-02 FRED C. HART ASSOCIATES



LAB ID. 86119

Collected By: YOUR REP.

REPORT OF ANALYSIS : DW2-1A CARTRIDGE # 7 UNITS DATE


< 0.0075< 0.0015< 0.00038< 0.00075< 0.00075< 0.00038< 0.075< 0.0004< 0.0075< 0.00075< 0.00075< 0.00038< 0.075< 0.00075< 0.000075< 0.00075< 0.0075< 0.00038< 0.004< O.C075< 0.0015< 0.00075< 0.00075

mgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgicgmgmgmg

10/17/8810/17/8810/14/8810/17/8810/17/8810/14/8810/14/8810/14/8810/17/8810/14/8810/15/8810/14/8810/17/8810/17/8810/20/8810/14/8810/21/8810/14/8810/18/8810/21/8810/18/8810/21/8810/19/88


-x.Rfespect fully, Submitted,' Ti _

>—Vrence CF.Lawrence J°. Korn

Laboratory SupervisorEnviropact Services, Inc.

12533ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/15/88Sample Received: 10/12/88 Collected By: YOUR REP.Sample Description:1023-10-85001-02 FRED C. HART ASSOCIATES



LAB ID. 86119

REPORT OF ANALYSIS ; FIELD BLANK CARTRIDGE UNITS DATE


< 0.0075< 0.0015< 0.00038< 0.00075< 0.00075< 0.00038< 0.075< 0.0004< 0.0075< 0.00075< 0.00075< 0.00038< 0.075< 0.00075< 0.000075< 0.00075< 0.0075< 0.00038< 0.0004< O.CC75< 0.0015< 0.00075< 0.00075

mgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmg

10/17/8810/17/8810/14/8810/17/8810/17/8810/14/8810/14/8810/14/8810/17/8810/14/8810/15/8810/14/8810/17/8810/17/8810/20/8810/14/8810/21/8810/14/8810/18/8810/21/8310/18/8810/21/8810/19/88


Respectfully Submitted"?.y sui

LLawrence JjvS KornLaboratory SupervisorEnviropact Services, Inc.

12533ENVIROPACT NORTHEAST540 PALMER ROAD2ND FLOORYONKERS, NY 10701-5207ATT : JOHN TOSTANOSKISample Collected: 9/15/88Sample Received: 10/12/88 Collected By: YOUR REP.Sample Description:1023-10-85001-02 FRED C. HART ASSOCIATES

NATIONAL PIPE EINGILAMTCN


LAB ID. 86119

REPORT OF ANALYSIS ; TRIP BLANK CARTRIDGE #10 UNITS DATE


< 0.0075< 0.0015< 0.00038< 0.00075< 0.00075< 0.00038< 0.075< 0.0004< 0.0075< 0.00075< 0.00075< 0.00038< 0.075< 0.00075< 0.000075< 0.00075< 0.0075< 0.00038< 0.0004< 0.0075< 0.0015< 0.00075< 0.00075

mgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmgmg

10/17/8810/17/8810/14/8810/17/8810/17/8810/14/8810/14/8810/14/8810/17/8810/14/8810/15/8810/14/8810/17/8810/17/8810/20/8810/14/8810/21/8810/14/8810/18/8810/21/8810/18/8810/21/8810/19/88


Respectfully Submitted, S

PO-. - ~LawrenceLaboratory SupervisorEnviropact Services, Inc.

1-2

SEPTEMBER 1990 DATA

oOT

OoI—1

o10

(G043:19) «

Radian Work Order PO-09-160

Analytical Report11/06/90

McLaren-Hart

McLaren-Hart25 Independence Blvd.Warren, NJ 07059

Customer Work Identification National PipePurchase Order Number

Contents:

1 Analytical Data Summary2 Sample History3 Comments Summary4 Notes and Definitions

Radian Analytical Services900 Perimeter ParkHorrisville, NC 27560

919-481-0212

Client Services Coordinator: JFHCGAUGHEY

Certified by:

Previously Reported on 10/31/90.

O03

OO

u>O

NcLaren-Harti Radian Work Order: PO-09-160

Analytical Data Summary Page: 2

Hethod:TO-14 Canister Analysis (1)List:Method TO-14 Analyte List

Sample ID: S1 El U1 U2

Factor: 1 1 1 1Results in: ppbv ppbv ppbv ppbv

01A 02A 03A 04AMatrix: AIR AIR AIR AIR

BenzeneB romocn I orome thane3 romod i ch 1 orometnaneBromoformSromomethane

| 1 ,3-ButadieneCarbon tetrachlorideCh I orobenzeneChloroethaneChloroformChloromethaneChloropreneD i bromoch I oromethane

- m-Oich I orobenzeneo-O ich I orobenzenep-Oich I orobenzene1 ,1-Dichloroethane1,2-Dichloroethane1 ,1-Dichloroethenetrans- 1 ,2-Dichloroethene1 ,2-Dichloropropanecis-1,3-Dichloropropenetrans-1 ,3-DichloropropeneEthyl benzeneHethylene chloriden-OctanePropyleneStyrene1 , 1 ,2,2-TetrachloroethaneTetrachloroethene

(See next page for te

Result Det. Limit1.08 a 0.53:3NO 0,68:;*;NO 0.47-":

Result Det. Limit0.73 3 0.53:11NO M8?;|ND 0.*7Si:|

NO 0.47 NO 0,47s;:;NO 0.64 ND 0.64 :•ND 0.66ND 0.41::

ND 0.4SNO o.sMNO 0,3711ND 0.40K::ND 0.3«1|

ND OiSillND 0.4|l|NO CUS/PNO 0.72;™NO 0.5|1NO 0,3*1NO 3ifi|l!NO 3.alffNO 0.41NO o,ss||ND 0.6iHii1.173 0.51119.44 BiiilQ:::::;:;••;;•*;#*;:ND t«ft;Sift

NO 3:|||ND 0:;4i||NO 0.6*110.93 3 O.$ill

natively identified ca

NO 0.66:::::

NO o>l|il

ND 0*1111

ND OfllllNO o iiiiND 9* 11ND olliiND OtilllND B«$ii|ND 0»73|lND O^SJIfND 0$$f|NO iii|||ND 3»0ill;ND 0.4111ND O.WSi:

ND $|i||0.31 J Oiislil7.53 am®NO ?>iiiNO

NO oliiiiW ft:* iijt:::i::::Vf Off ••:•:•:•

NO i?illl!

icounds.)

Result Det. Limit2.30 a 0.53ND 0.6ft:NO 0.47

Result Det. Limit1.193 0.53N:ND 0.68 ?ND 0.47:;:

ND 0.47 ND 0.47 !NO 0.64 ND 0.64ND 0.66ND 0.410.12 J 0.48NO 0.67x::

ND 0;37;?:ND 0.40NO Q,38;.::;NO 0.153:::;NO O.fti::5;NO 0.57 :NO 0,72ND 0'.Sl:i'J:

ND 0-3?;!ND S-flS:?'?;NO 3.0WND 0.41

NO O'.55':;;sNO 0.66 :

4.13 O.SiSls::19.40 OS7BS:?NO 1.i||

ND 3.5:|:;|2.10 a 0.49-:NO 0.66:3.73 0;5>li

ND 0.66i:iiND 0.4J;I|ND 0.4iliND 0.67||ND o jillND 0.40-i5i;ND 0.34 ssNO OiSlllND D^4{iiNO 0,5||l

ND 0.72;:?:?NO 0.5|11

NO 04|||ND 3..6|||

ND 3.0||NO O.ftl||

ND o-silNO 0.6&;::::;:0.27 J 0.5il!0.54 J 0;;TO?1

ND T- ll

ND *-:lll|NO 9;4iiiNO 0.6*1NO Ollilll

a Est. result less than 5 times detection limit ND Hot detected at specified detection limitJ Detected at less than detection limit

<1) For a detailed description of flags and technical terms in this report refer to Appendix A in this report.

McLaren-HartRadian Work Order: PO-09-160 i


Method:TO-14 Canister Analysis (1)List:Method TO-14 Analyte List

Sample ID: S1 E1 W1 U2

Factor: 1 1 1 1Results in: ppbv ppbv ppbv ppbv

01A 02A 03A 04AMatrix: AIR AIR AIR AIR

"otuene1 , 1 , 1 -Trichloroethane1 , 1 , 2-Trichloroethane"ricnloroetnenednyl chlorideo-XyleneTr»o-xylenes

(See next page for let

Result Det. Limit Result Oet. Limit333 58 -: :;-:-' 1320 12(Ni;!l49.4 4.1 : 179 3 6*ii:i:;NO 0.65 i NO O.isif-i0.23 J 3.47 NO a.ir •:• ' - :ND 0.42 NO &.:«:•;.'•:•1.83 a o.4! 0.59 a o.<t;y3.84 0.35 1.70 3 0.35::s

natively identified compounds.)

Result Det. LimitND 0.81ND 0.43NO 0.65NO 0.47ND 0.«5.47 OiU13.80 0.35

Result Det. Limit12.61 o;«iii0.97 a 0.i3i:N-;

NO 0.«S||

NO O.«rs:::;NO 0.<|i;

0.48 a 0»4P:5:1.39 3 O.S5ls

. —————————————————————————————————————————————————————————————— ———————————————————————————— .

ND Not detected at specified detection limita Est. result less than 5 times detection limit

J Detected at less than detection limit

(1) For a detailed description of flags and technical terms in this report refer to Appendix A in this report.

oDdoo

ovoCOto

C O B P O M A T I O N Analytical Data Summary Page:

McLaren-HartRadian Work Order: PO-09-160

Method:TO-H Canister Analysts (1)List:Method TO-U Analyte List

Sample 10: N1 FB METHOD BLANK

Factor: 1 1 1Results in: ppbv ppbv ppbv

05A 06A 07AMatrix: AIR AIR AIR

BenzeneBromocntoromethane9 romoai ChloromethaneSromoTormSromometnane1 ,3-ButaaieneCarbon tetrachlorideChlorobenzeneChloroethaneChloroformChloromethaneChloropreneDibromochloromethanem-Oi chlorobenzeneo-O i chlorobenzenep-D i ch I orobenzene1 , 1-Oichloroethane1,2-Oichloroethane1 , 1-Dichloroethene:rans-1,2-Dichloroethene1 ,2-Dichloropropanec is-1 ,3-Oichloropropenetrans-1,3-DichloropropeneEthylbenzeneMethylene chloriden-OctanePropyleneStyrene1,1,2, 2- Tet rach I oroethaneTetrachloroethene

Result Det. Limit0.16 J 0.53:;ND 0.68NO o.47:; jNO 0.47 :NO 0.64NO 0.66:

NO O.*1 :;:::NO 0.48NO 0.67ND 0,37::;:0.70 a o:i«6i:iNO 0.38i:NO 0.53™;:NO 0.41-NO CfjiplND 0:,72p:

NO 0.5lf|ND 0.3?:iNO 3:il|NO 3 .oi|;;NO 0.41

ND O.SJ :;:;::NO 0.66:'i::::NO O.SASx:

2.25 a liiiNO fs$iiM0

NO &|i||NO 0;66'::;:;:::NO oliil

Result Det. LimitND OlESilND OiisiilNO O.iiflND Q..ijpj:

Result Det. LimitNO o.sj-:;s •:-?!!llNO o.<sr% ::f;!lND o.4r: .'-'::!ilNO 0.47-:. .:; :

;;:™ND O.iil ND 0.64':: ;:;:;f;f

NO 0.66%:NO 0-Al|lNO Oi|il|NO oiiiillND 0 11

ND O.M1

NO Clilll

NO ttilSNO iiiiiNO jdiilliND O J4IINO fellllNO Cfillil

NO SillH

NO 3>||||NO siiiiiNO OiKfllNO 0.66HNO QiHiiMO iiiiND

NO 1*1111ND Ot llND lillND iiriill

NO 0.66ND 0.41ND 0.48ND a .67ND Oi5P:^;

:; -"SSss:ll|l:dlil:'?llil:jssi;P

ND 0.40NO 0.38NO OkSJy?-::ND 0.41is:;:ND Oi57i*:;ND oi7S??.;1NO 0.51

NO Q-3?NO SiSfJ-;:NO J-te;NO 0.41NO 0,?J::|:NO 0.66NO 0,||i-ND 0.75i::s::NO

NONO 0.4*:;!

NO 0.66:::i:

NO 0*5Pi'

fllli:||||

•lill:?:!!llilllll;:4l|||

:.illl:,;:::||||

::-i;'i::": -:•-•:-':

• '(Mm::l»!;i;s

. • ::-;:¥;;:: :•:•:•:•:•!

;||||1|

iHi::iili

!lill

J Detected at less than detection limit NO Not detected at specified detection limit3 Est. result less than 5 times detection limit

(1) For a detailed description of flags and technical term in this report refer to Appendix A in this report.

Xa

cc

cIXuu

McLsren-HartRadian Work Order: PO-09-1601


Method:TO-14 Canister Analysis (1)List:Method TO-14 Arvalyte List

Sample ID: N1 FB METHOD BLAMK

Factor: 1Results in: ppbv

05AMatrix: AIR

1 1ppbv ppbv06A 07AAIR AIR

Toluene1,1,1-Trichloroethane1 ,1 ,2-Trichloroethane7richloroetheneVinyl chlorideo-Xylene•rt*o-Xylenes

Result6.100.68 3NONDNO0.44 a1.10 a

Del. Limito.«-:?f0.450.650.470.42 :

0,410.35

Result Oet. LimitND O.at: ;;

ND 0.43::-ND 0.i5:!JND 0,47i::i

ND 0.45::

ND a.**;;::;;ND 0.35li

Result Det. LimitND Q.81ND O.*ji:

NO 0.65NO 0.47ND 0.42NO 0.41s-ND 0.35

• :W?f

-isl;:;

a Est. result Less than 5 times detection limit

(1) For a detailed description of flags and technical

NO Not detected at specified detection limit

terms in this report refer to Appendix A in this report.

03

oo

oVD


Analytical Data Sunmary Page: 6

"entatively Identified CompoundsMethod: TO-H Canister Analysis (1)

List: Method TO-H Analyte ListSample ID Analyte

S1

0 i chIorodi fIuoromethane

Methylpropane

0ichIorotetrafIuoroethane

Butane

Methy(butane

Pentane

TrichlorotrifIuoroethane

Acetone

PropaneI

C6H14

ButanaI

Methyl ethyl ketone

Hydrocarbon

Methylhexane

Hexanone

Oimethylhexene

Nonane

Dimethylheptane

Decane

Result Units Scan

7.56 J

9.56 J

14.78 J

4.09 J

12.24 J

37.36 J

1.94 J

24.99 J

1.70 J

2.25 J

3.68 J

13.09 J

2.0fi J

2.58 J

2.37 J

1.17 J

1.55 J

1.68 J

3.02 J

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv



"entatively Identified CompoundsMethod: TO-U Canister Analysis (1)

List: Method TO-U Analyte ListSample ID

E1

Analyte

Trime thy I benzene

Decene

Undecane

Oimethyldecane

Dichlorodi 1 1 uoromethane

Acetaldehyde

Methylbutane

Pentane

T r i ch I orof I uoromethane

Acetone

2 -propane I

Methyl ethyl ketone

Butenol

Trimethylsilanol

Di ethyl pent ane

Ethyl toluene

Trimethyloctane

Trimethylbenzene

Hydrocarbon

Result

0.85 J

1.11 J

2.62 J

1.16 J

0.74 J

1.43 J

3.44 J

2.34 J

2.31 J

4.26 J

1.84 J

1.70 J

1.43 J

1.34 J

1.42 J

1.38 J

1.65 J

1.56 J

1.39 J

Units Scan

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv

ppbv


Analytical Data Simnary Page: S

Tentatively Identified CompoundsMethod: TO-H Canister Analysis (1)

List: Method TO-H Analyte ListSample 10 Analyte

U1

DichIorodilIuoromethane

Oichlorotetrafluoroethane

Butane

Acetaldehyde

Methylbutane

T r i eh IorofIuoromethane

Hethylpropanal

Diethyl ether

Trichlorotrifluoroethane

Acetone

Cyclopentane

2-Propanol

Trimethylpentane

Hexane

MethyleyeIopentan*

Methyl ethyl ketone

Ethyl acetate

Triraethylsilanol, C7 H16

Hethylhexane

Result Units Scan

72.18 J ppbv

92.99 J ppbv

12.78 J ppbv

3.96 J ppbv

61.99 J ppbv

77.57 J ppbv

164.42 J ppbv

9.05 J ppbv

6.72 J ppbv

94.04 J ppbv

6.35 J ppbv

6.89 J ppbv

3.69 J ppbv

14.94 J ppbv

2.80 J ppbv

57.05 J ppbv

9.46 J ppbv

33.47 J ppbv

14.47 J ppbv



Tentatively Identified CompoundsMethod: TO-14 Canister Analysis (1)

List: Method TO-H Analyte ListSamole ID Analyte Result Units Scan

Hexamethyldisiloxane 17.26 J ppbv

Heptante 13.25 J ppbv

Methylcyclohexane 7.52 J ppbv

Hexamethyleye lotrisiloxane 809.44 J ppbv

Trimethylheptane 6.60 J ppbv

Octamethylcyclotetrasiloxane 2552.29 J ppbv

W2

DichIorodifIuoromethane 1.92 J ppbv

Hethylpropane 5.27 J ppbv

Butane 7.65 J ppbv

Acetaldehyde 1.86 J ppbv

Methylbutane % 12.13 J ppbv

Pentane 4.13 J ppbv

Methylbutene 0.99 J ppbv

Acetone 3.75 J ppbv

C6 H14 1.67 J ppbv

Methyl ethyl ketone 1.70 J ppbv

Decane 1.44 j ppbv

Dimethylnonane 1.85 J ppbv

Dodecane 1.53 J ppbv

McLaren-flartRadian Work Order: PO-09-160


Tentatively Identified CompoundsMethod: TO-K Canister Analysis (1)

List: Method TO-K Analyte ListSample ID Analyte Result Units Scan

N1

Dichlorodifluoromthane 0.54 J ppbv

Acctaldehyde 2.06 J ppbv

2-propanol,trichlorofluorometh 3.49 J ppbv

Acetone 3.16 J ppbv

Decane 2.92 J ppbv

Undecane 2.96 J ppbv

Hydrocarbon 1.97 J ppbv

oo

oIO

HcLaren-HartRadian Work Order: PO-09-160

Sample History Page: 11

Sample ID

Date SampledDate ReceivedMatrix

Sample Identifications and Dates

S1 E1 W1

09/18/9009/19/90AIR

01

09/18/9009/19/90AIR02

09/18/9009/19/90AIR03

U2

09/18/9009/19/90AIR04

N1

09/18/9009/19/90AIROS

FB

09/18/9009/19/90AIR06

| -14 Canister AnalysisI Prepared

AnalyzedAnalystFile IDBlank IDInstrumentReport as

10/19/90JTB4502475450247045000received

10/19/90JTB4502471450247045000received

10/19/90JTB4502476450247045000received

10/19/90JTB45D2474450247045000received

—————————— I

10/19/90JTB4502474450247045000received

————————— |

10/19/90JTB4502482450247045000received

aacc

*c

C O B P O B A T I O H Sample History Page:12


Sample Identifications and Date*

Sanple ID METHOD BLANK

Oat* SampledDate Received 09/19/90nainx AIK

07

u-14 Canister AnalysisPreparedAnalyzedAnalystFile 10Blank IDInstrunentReport as

10/19/90JTB4502470

45000received

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Appendix A

Consent*, Notes and Definition*

cc

cV£

N;

co«»o«*riot. Motes and Definitions Page: A-2I . . . .McLaren-Hart: . :?:£^;v->.s\Radian Worlc Order: PO -09-160

a ALL METHODS EXCEPT CLPThe results which are less than five times the method specifieddetection limit.EXPLANATIONUncertainty of the analysis w i l l increase as the method detectionlimit is approached. These results should be considered approximate.

J ORGANIC METHODSIndicates an estimated value for GC/MS data.EXPLANATIONThis flag is used either when estimating a concentration fortentatively identified compounds where a response factor of 1 isassumed, or when the mass spectral data indicate the presence of acompound that meets the identification criteria but the result is lessthan the sample quantisation limit.

NO ALL METHODS EXCEPT CLPThis flag is used to denote analytes which are not detected at orabove the specified detection limit.EXPLANATIONThe value to the right of the < symbol is the method specifieddetection limit for the analyte.

e o i 'ion


Note* and Definition* Page: A-3

TERMS USED IN THIS REPORT:Analyte • A chemical for which a sample is to tie analyzed.EPA method and OC specifications.

The analysis will meet

Compound - See Analyte.

Detection Limit • The method specified detection limit, which is the lower limit ofquantitat ion specified by EPA for a method. Radian staff regularly asses* theirlaboratories' method detection limits to verify that they neat or are lower than thosespecified by EPA. Detection limits which are higher than method limits are basedon experimental values at the 99X confidence level. The detection limits for EPA CLP(Contract Laboratory Program) methods are CROLs (contract required quantitationlimits) for organic* and CRDLs (contract required detection limits) for inorganics.Note, the detection limit may vary from that specified by EPA based on samplesize, dilution or cleanup. (Refer to Factor, below)

EPA Method • The EPA specified method used to perform an analysis. EPA has specifiedstandard methods for analysis of environmental samples. Radian will perform itsanalyses and accompanying OC tests in conformance with EPA method* unless otherwise specified.

Factor • Default method detection limits are based on analysis of clean water samples.A factor is required to calculate sample specific detection limits based on alternatematrices (soil or water), reporting units, use of cleanup procedures, or dilution of extracts/digestates. For example, extraction or digestion of 10 gram* of soil in contrastto 1 liter of water will result in a factor of 100.

Matrixwaste.

The sample material. Generally, it will be soil, water, air, oil, or solid

Radian Work Order - The unique Radian identification cod* assigned to the samples reported inthe analytical summary._______________________ __ __

Units - ug/L microgram* per Uter (part* per billton>;Uquid*/«aterug/kg microgram* per kilogram (part* per billion); *oil*/*olidsug/M3 microgram* per cubic meter; air sample*mg/L milligram* per liter (part* per mill ion); Uquida/watermg/kg milligram* par kilogram (part* per mill ion) ;«ofl*/«oUd*X percent? u*uelly u*ed for percent recovery of «C;»t«nd*rd» «us/cm conductance unit; micro$i*«an*/centi*»termL/hr nilUltter* per hour; rat* of settlement of metier in waterNTlt turbidity unit; nephelometric turbidity unitCU color unit; equal to 1 mg/t of chloroplatinat* *alt

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APPENDIX K

PHASE II CHAIN OF CUSTODY FORMS

OO

(G043:23) o01

HART

D.C. No.: B 0072

Name: i/ ~"Affiliation: -H-ftrgrT"Phone: 6V7'////Address:Client/Job No: /Job Name:

• /; //<? /; ..•,; ffton /,J/'JJO-°>P

Location'•CHAIN OF CUSTODY RECORD

SampleNo.

Lab I.D. No. Date Time Matrix No. ofContainers

Analysis Requested/Remarks

Comments:

Relinquished Shipment Method:NOJ




Relinquished by: Date:Time.



HART Form 400 Copy - Y«Bow/Lab Copy - White/Original - To b« rttunwd with results.

HART

D.C. No.: 3

Name: K ; ^ ! • - • •Affiliation: ' '. - .•Phone: ___•_!___Address:Client/Job No: _^_Job Name: >;•.'• r-,

A

Ai7 ;-C ' • ) • • • > - •

\ oration: '




01PP A A ^ f . - li ON'

Soil

Fi3-

u, • /r

Comments:

Relinquished Shipment Method: / f<Airbill NOJ 13 r-i 1 I 1 o







HART Form 400 Pink/Field Copy - Y«How/Lab Copy • Whrt«/Origk»l - To IM rctunMd with r««Kte.

HART

D.C. No.: B 0074

Name: / - ? - . - • • . . - L. *••.••..,Affiliation: (=~ . r-Phone: • • • ' > . • > • - + <Address:.Client/Job No:Job Name: Location:




/ •

Comments:

Relinquished by: ~ - - Date:. Shipment Method:Time: • s~- -? Airbill No.: "; *.



Received by: Jate:Time:


Final Dispositicn of Samples:


HART Form 400 Pink/Field Copy - Yallow/Lab Copy - White/Original - To b« returned with resu..s.

CHWfNlCDMOT S TO:D7«8 EC OR D

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i m Z l - i ^ ^ . ^ ^ ^ - - ^ ^ - ^ - -^-^^-e--^^- :

•"••i¥fi«-«--«55feSBi»i!it5-'tri;-.'.

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HART

D.C. No.: '

Name: .Affiliation: __'_Phone: < ' • -Address:__-Client/Job No:Job Name: Location:




Comments:

Relinquished by:_]Time:

:• i? Shipment Method: __L'- ;, Airbill No.: -J^S '

-T





oDfl

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ovo



HART Form 400 PlnK/Fi.kl Copy - Yeltow/Lab Copy - White/Original - To b« returned with results.

HART

D.C. No.: 003Name: ____Affiliation: -Phone: ____Address:___.Client/Job No:Job Name: Location:



ContainersAnalysts Requested/Remarks

Comments:

Relinquished by;_ Shipment Method:Time: , --> Airbill No.:







HART Form 400 Pink/Fiekt Copy - Yellow/Lab Copy - White/Original - To be returned with results.

HART

D.C. No.: 3 GO .'

Name: 'v- . •,• ;. ,. jAffiliation: ^ ? sPhone: 'I1-'- '• ' - ;

Address: IJ

Client/Job No: "'. :•> -o-->Job Name: ,\|. ( H._-^, Location: 0.^ - \ iv^y




'-

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W6- 1 Iwci . -T"/£ ^

5 Tfl-5 a

Comments:

Relinquished tiv: tf ; Date:Time:

Shipment Method:Airbffl NOJ ?^


by: Date:Time:






I/ i

HART

D.C. No.: B 0136

Name: _fAffiliation:Phone:Address:___:Client/Job No:Job Name: '.;

;

Location: • -




• V v- > f *.• • v -'• • I i if \

/ - //--•

Comments:

Relinquished bv: / Date: // y? ^/3 Shipment Method: r ^ VTime: 7 'u<~ AirbBI NOJ ^ 7 I J* 1 I







HART Form 400 Pink/Field Copy - Yellow/Lab Copy - White/Original - To be returned wrth results.

HART

D.C. No.: 3 0140

Name:Affiliation:Phone: _____•Address:Client/Job No:Job Name: _^ Location:




Comments:

Relinquished tiv: f2 SL Date:/Z-7-^*6 Shipment Method:Time: •. >t.~ AirbUl No.: T?







HART Form 400 Pink/Field Copy - Ycltow/Lsb Copy - WhiU/Orlginal - To be returned with results.

HART

•x - D.C. No.: B 0290

Name: ___L-

Affiliation: _^Phone: I^.;Address: - ~QClient/Job No: OJob Name: AJ-J ;

>+~. + A• -? W "

-v K, 67? i

Location: ll AJ




5 'o *C Ao C

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3 f • J -C

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Comments:

Relinquished by:. Date: A * " $1 Shipment Method:Time: ^ : o Airbl NOJ _2u






Received by:. Time:

HART Form 400 Plnk/Ftold Copy - Yellow/Lab Copy - White/Original - To b« returned with retuMs.

HART

D.C. No.: B 02S2

Name: ___<£Affiliation: EPhone: ___'_Address: !<4Client/Job No:Job Name: ,\

i 0 Oc-, -, K-r>( C

' 11/ I. U/ r -f, ' II'L* j-hi,r Location- V-' 1 - I MV




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Relinquished by: MTime:

Shipment Method:*=. Airb« No.-






Received by:, Data: Time:

HART Font 400 Ptak/FMd Copy - Y«Now/Lab Copy - WhiU/Origkwl - To b* ratumod wtth f««utt».

OF U S T C C' a t - ? Matnx

-.a

r- , >>

Relinquished bv: /)™

Date:/- 2. ST'Sf Shtoment Method:Time: 4.: / f A^bHI Nou

r^ /



Received by: Date:Tine:

Relinquished by: Date:Time: w

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HART Form 400 Plnk/FteM Copy - Yellow/Lab Copy - Whit*/Original - To b« returned with result*,

c V-

HART

^ u V D.C. No.: 0293

Name: {< . r u ... . c-iAffiliation: ? 7-^ HPhone: ^ ._, i \Address: l^-foClient/Job No: O /uô -oo gJob Name: M^> /v,. ^ j T>> to-*» Location:




-7 l/Oo p* 5rr o

â-- / ei; , ; / /-7 «/ -

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15- A r "o

Comments: L,

Relinquished by:. Date:/- 7A-81 Shipment Method: ttdr.t, ' P*_Time: V v o Ârbfl NQJ







HART Form 400 Plnk/Ftold Copy - Y•Bow/Lab Copy - WhtU/OrigfcMl - To b« returned wtth results.

HART

D.C. No.: B 0294

Name: _Âffiliation: F~,Phone: JL_2^_Address: ."-'•Client/Job No:Job Name:

. ,

Location- ' . AJV




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// a. ,_ ih I

AM/;- \ \ 3NN / • TCC

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Comments:

Relinquished by: / ^XÂ^ Date:/lZ_Zl#Z Shipment Method:Tlme:Z:^D Pn AlrbH NOJ






Received by:

Plnk/Ftold Copy - Y«How/L«b Copy - Whtt«/0rtglfwl - To b« ratumcd with result*.

HART

,<~CD.C. No.: 3 0295

Name: -Affiliation: __Phone: - „ ,V[Address:___Client/Job No:Job Name: _i

ALL->

Location:




5"- : •' h i r

3

i-» . ^c - ,£ , Msi — " 3 . ."Oi ^ fJO

ci

Comments:

Relinquished by: Date: 11Time:?

Shipment Method:Airbi NOJ */•



Received by: Date: Relinquished by: Date:Time:

O03

OO

Ovo



HART Form 400 Plnk/Fi«ld Copy - Y«How/Lab Copy - White/Original - To b« r«tum«d with results.

HART

R_ D.C. No.: 3 0297

Name: -— • 'Âffiliation: !-r~ rPhone: __lLiij_Address: I M-nClient/Job No: _Job Name: x } .-.t

-O.-o

»ve Location- \/.- ,-- • \]V




5 TCL. '5

V- " 2_ -TCL.I c, S

3 ' u «•« '

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Comments:

Relinquished bv: />"' -..-. :V- Date:/ -j/ A| Shipment Method:Time:^/>T S^ AirbW NOJ . 1



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HART

D.C. No.: 3 0298

Name: KAffiliation: _^Phone: ~7 :

Address:.Client/Job No: •- •-Job Name: \t r, n • _ . v \->, -> e Location- "P ' t^-^


No.Lab I.D. No. Date Time Matrix No. Of


.5 -TCL Vo

/l1 0 l-r-i ' 1

FS-I a t'C V

PC- I fr2.

YD t 15

Comments:

Relinquished by:/ Date:/- •?/- 'Si Shtoment Method:Time: -V >r tr^ AirbM No.: ^^'^








HART

D.C. No.: 3 0299

Name: _Affiliation:Phone:Address:___Client/Job No:Job Name: Location:




TO L_r

2, rr: / /1 f • , / - < ? ,/»!~

- o <_

Comments:

Relinquished by:. —/r • —/:. Date:,!Time:

7 Shipment Method:>. -Acbi NOJ ?t-<,







HART Form 400 Pink/Field Copy - Yellow/Lab Copy - White/Original - To be returned witfi results.

HART

D.C. No.: 3 0300

Name: •Affiliation: ___Phone: ___._Address:___Client/Job No:Job Name: Location: _L




i \ S C L.

* - • - 35 A Z.

L-

/ v\ uj - 5A •x ' / r / . / ,• /<* , "'

f'-'^

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Comments:

Relinquished bv: /J -S XJ7,. Date:/'- / - V j 9 Shipment Method:Time: -Vr A*ArtM NOJ _





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Received by:, Date: Time:

HART Form 400 Pink/Fi«ld Copy - YaHow/Lab Copy - Whtta/Orlginal - To ba ratumad with ratulto.

HART

3 1^ i-+ <~* 4

UJ'Jl

Name: __Affiliation:Phone:Address:Client/Job No:Job Name: _1 Location:




.0,0

- '

Comments:

Relinquished bv: r ^/f •' *jr-t Date:,'', - / - - > ? Shtament Method:Time: Cô y^-AcbHI No.:







HART Form 400 Pink/Ftold Copy - Y«ltov»/Lab Copy - White/Original - To b« r«tum«d with results.

HART

D.C. No.: 0302Name: _Affiliation:Phone:Address:____Client/Job No:Job Name: :\ Location:




r i . O - O A

L - 0

r \ ^(

'Ho-v ji\ i-

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Comments:

Relinquished bv: f< D ate:Time:

Shipment Method: rjt>'-* '• c>?,v-Airbill NOJ







HART Form 400 Plnk/FtoM Copy - Yellow/Lab Copy - White/Original - To b« r«tum«<J with results.

HART

D.C. No.: : G303

Name: ____Affiliation: __Phone: ____:

Address:___Client/Job No:Job Name: Location:




\- •" : I i O

Comments:

Relinquished by:_ i Date: J_Time:_i

v: ' Shipment Method:.._ ArbiN No.: '^.^





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ovo<y\-j



HART Form 400 pink/Flew Copy - Yellow/Lab Copy - Whlte/Oriotoel - To be returned with results.

HART

D.C. No.: 8 04Name: _Affiliation:Phone:Address: __r_Client/Job No:Job Name: Location:




M

/ • ' > r c I*- r\

Comments:

Relinquished by:. - •. Date: ' ? - ;;<^ Shtoment Method:Time: r- 'c/v" Airbill NOJ /'. - J r







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ovo<J\CO

HART Form 400 pink/FtoM Copy - Yellow/Lab Copy - WhIU/Origlnal - To be returned with results.

HART

D.C. No.: 3 0309

Name: _Affiliation:Phone: *\ \Address: 'Client/Job No:Job Name: .--. : Location:




-IL-~ 5

5 < • i r

Comments:

Relinquished bv:^" ^'O^y/* Date: 2.' Z-&7 Shtament Method: /C.-/,»^. / >-<«rrtffTime: ______ Airbitt NOJ ____!______________




Relinquished by: Date:Time: saow

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HART Form 400 Pink/Ftold Copy - Yellow/Lab Copy - White/Original - To b« r«turn«d with results.

HART

D.C. No.: 3 0305

Name: ____Affiliation: __'mPhone: ____Address:___Client/Job No:Job Name: Location:




5 or-- r

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Comments:

Relinquished bv: Date:Time:

Shipment Method:ArbU NOJ ^-/^

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Relinquished by: Date:Time: §w

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D.C. No.:£ 0307

Name:Affiliation: __]Phone: ;Address: __i^_Client/Job No:Job Name: Location: - '>" ' Mv/




/Jj Y f

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Comments: ') - /

Relinquished by: vi* ^'-'' ^_Ti< Date: 7 • r •• ? Shipment Method:Time:V ?/. ArbKI No~ '




Relinquished by: Date:.Time:



HART Form 400 Plnk/Ft«W Copy - Yellow/Lab Copy - White/Original - To b« r«turn«d with results.

HART

D.C. No.: 3 0308

Name: X^LAffiliation:Phone:Address:_^__Client/Job No:Job Name: / . /x? Location:




5 TCL. Vo + \S~r <T no c

a V3 T 1 I «"

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2-J -S6!

Comments:

Relinquished by:, Date:ZtTime:_2

!-g9 Shipment Method:.fr± Airbill NOJ




Relinquished by: Date:Time: O

09

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Received by:. Data: Time:

HART Form 400 Pink/Field Copy - YeHow/Lab Copy - White/Original - To tie returned with results.

HART

D.C. No.: 3 0448

Name:Affiliation:Phone:

T - \

Address:.Client/Job No: \.\Job Name: M -. r • Location- ^'- '•- ^ >A /




\r-. -V

v.-/.,x- -^ ,4

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Comments: 2.CX-? >^ ., )L,• • ' ' ' I- .. » K.

Relinquished bv: r Cê Date: '\A/*':\ Shipment Method:Time: 5 - 'Q* f-v Airbill NOJ



Received by: Date:Tim«:





HART

D.C. No.: B 0452

Name: I i c. V-> f-,i, i dAffiliation:Phone: ^_

•. ^ v-^7- «5 / i

Address: IMP A \_ U,KClient/Job No: -<-Ic.-.t -Job Name: 44-1 hn,.,i ^ ?• 9r location: \.4= ^-tr* I




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^Comments:__/: U- «--

Relinquished by: •/ V^f\ rl AM» Date: 1/tT./^) Shipment MeTime: >l: a.r/vAMisI NOJ .


Date:Time:





HART Form 400 Phik/Fleld Copy - Yellow/Lab Copy - WhKc/Orlgfcwl - To be returned with results.

HART

D.C. No.: 3

Name: ___1< i •-;-Affiliation: pf .. rjPhone: C i - MAddress: m.'- \l\«~ '^jClient/Job No: \l •.• h .-• - \ IJob Name: V^j' h- - •• ••' P r - Location: '-- \-~ \ kW




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Comments:

Relinquished by: Date:/o/Z'//fn Shtoment Method:Time: 7 /"r P^> Airbi NOJ .




Relinquished by: Date:Ti7ier


Received by:. Date: Tlm«:

HART Form 400 Plnk/FieM Copy - Yellow/Lab Copy - White/Original - To b« returned with results.

D.C. No.: B 0570_ =

PE =HART

SampleNo.

fV\)J • Lo

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Client/Job No: M^h -" ô* ^ - / 0 3 o - ^~ . r : i -^Job Name: M/ih./^l P. p^ ' i oration: '>>-,! ,i KW

CHAIN OF CUSTODY RECORDLab I.D. No.

yy/////y

yComments:

Date

'-/l.vJ/,1

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d bv: /f jT^/^Jftft Date!//? ShiTime: 4'-<>* >•>* Alrl

pment Metho3ifl NOJ 3f

d: h~^°r< f So I » r .} ret S

y: Date: RaHnqniahAri hu- Date:Timer Time?

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HART Form 400 Ptnk/Fitld Copy - Y«How/Lab Copy - Whlte/Origfcwl - To be returned wtth rcsutto.

HART

D.C. No.: 3 0569

Name: __Affiliation:Phone: _Address:___nClient/Job No:Job Name: _\

£3L'-H , / i\ .. ••'

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No.Lab 1.0. No. Date Time Matrix No. Of


2v7

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Comments:

Relinquished bv: J/ jA/. .J~yr Date: laTime:!.

/fl«^ Shipment Method:Airbill NOJ _


Relinquished Date:





HART Form 400 Plnk/FI«ld Copy - Yellow/Lab Copy - Wh»U/Ortgin«l - To b« r«lum«d wtth results.

HART

D.C. No.: 3 0568

Name: j~. tAffiliation: ___Phone: :Address:__LHClient/Job No:Job Name: M

•,--1 « A

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^ /Location: >''<




y TCL

3 A /\v 1 1

sX SCK-I 1 D ft, MO.J

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Comments:

Relinquished by:. Date:Time:

/?'. /;>} Shipment Method: _AirbW NOJ 3*5^ s ?







HART Form 400 Plnk/FUId Copy - Y«How/Lab Copy - White/Original - To b« returned wHn resulta.

HART

D.C. No.: 3 0575

Name: k'' . - . - i , . .;Affiliation: '."•,-•*•< '"' ' ^ / ' APhone: :. . ' I -<J / •• n\Address: '"' • //•'//%-• /2<~JClient/Job No: ' .•.;• /\ ^ . ' p ,Job Name: /Jo h-, •., / O,/ Location: • ••'^ • /.^' -


No.Lab I.D. No. Date Time Matrix No. Of


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Comments:

Relinquished by:. Date:-:'/? r/b" Shipment Method:,Time: 1 So ft* Arbi NOJ







HART Form 400 Ptok/Ftold Copy - YsNow/Lab Copy - WhK«/Orlgiiwl - To b« rchiriMd wtth results.

D.C. No.: 3 3576_

fe =

HART

' '^' WName: ~> •; ,•" /<-» i .-• ^ Jvv'Affiliation: CT^H ^ rV»/ f f\ :-;->;..!<-..Phone:Address:

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'-\ , A;l-^ Air/ i ' / , / , f\,. ':•;'/ ^.', ,\)t ••"?-< "A

Client/ Job No: vih:, .,\ p. -,o .-' ' ^,f ;; :,. , - ,, . ^Job Name: ôh:/1.-1 "7>..'-vo Location: v/'-. v^ h"/

• r ———————————


No.

AM- 8

i J i* - 3iV & - 3

^'0

muU-BmvAj-3/\

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Lab 1.0. No.

/y/yyv/y</

Date

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lo/25/î

Time Matrix

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No. ofContainers

3\i

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HART Form 400 Pktfc/FI«ld Copy - Y«How/L«b Copy - WMU/OriojMl - To b« returned with r«wdta.

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HART Form 400 Pbik/Fi*M Copy - Y«Now/Lab Copy - WMU/OrigifMl - To b« r«tum«d wMti results.

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