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MINIMUM SITE ASSESSMENT VETERANS ADMINISTRATION

JIOSPTTAL ALBUQUERQUE, NEW MEXICO

prepared by

Roger L. Peery

JOHN W. SHOMAKER, INC. Albuquerque, New Mexico

and

Kevin Georges and Associates Architects and Planners

Albuquerque, New Mexico

prepared for

New Mexico Environment Department . Underground Storage Tank Bureau

December 17, 1993

KAFB4702

llllllllllllllllllllllllllllllllllllllllllllllllll

CONTENTS

page

INTRODlJC:TTON ................................................................................................................ 1 SITE DET Ail,S ..................................................................................................................... 1 SITE INVESTIGATION ..................................................................................................... 3

Hand-Auger Borings ................................................................................................ 3 Hollow-Stem Auger Borings .................................................................................. 4

SOIL SAMPLE RESULTS FROM HAND-AUGER BORINGS ............................... 5 SOIL SAMPLE RESULTS FROM HOLLOW-STEM AUGER BORINGS ............. 6 LITHOLOGY .............................................................................................................. '. ......... 6 CONCLlJSIONS .................................................................................................................. 13 APPENDICES ................................................................................................... (follow text)

ii

ILLUSTRATIONS

page

Figure 1. Map showing locations of hand-auger and hollow-stem auger borings at the Veterans Administration Hospital, 2100 Ridgecrest Drive SE, Albuquerque, New Mexico .............................................................................. 2

2. Cross section showing lithology and soil sample locations from boring ABH-1 at the Veterans Administration Hospital, 2100 Ridgecrest Drive SE, Albuquerque, New Mexico ........................................................... 7



5. Cross section showing lithology and soil sample locations from boring ABH-4 at the Veterans Administration Hospital, 2100 Ridgecrest Drive SE, Albuquerque, New Mexico .......................................................... 10

6. Map showing lines of section for borings ABH-1 through ABH-4 at the Veterans Administration Hospital, 2100 Ridgecrest Drive SE, Albuquerque, New Mexico ............................................................................. 11

Appendix A Analytical Results B. Field Notes

APPENDICES

(follow text)

iii

MINIMUM SITE ASSESSMENT VETERANS ADMINISTRATION HOSPITAL

ALBUQUERQUE, NEW MEXICO

INTRODUCTION

John W. Shomaker, Inc. performed a Minimum Site Assessment (MSA) at the

Veterans Administration Hospital (V AH), 2100 Ridgecrest Drive SE, Albuquerque,

New Mexico, from October 15 to November 21, 1993. The MSA was conducted to

assess the extent of diesel-related soil contamination near the emergency generator

south of Building 3 (Fig. 1 ). To assess soil contamination, borings were advanced by

hand-auger and hollow-stem auger methods. Soil samples were collected from borings

for head-space analyses of organic-vapor concentrations and for laboratory analyses.

SITE DETAILS

The V AH estimated approximately 600 gallons of diesel fuel were spilled on the

ground surface around the emergency generator south of Building 3 on July 8, 1993

(Fig. 1 ). The spill resulted from the failure of a switch controlling fuel flow to the

generator. Diesel-fuel stained soils are present around portions of the north, south, and

east sides of this generator.

A seven day report, dated July 9, 1993, was submitted by Tank Management

Services, Inc. to Loren Avis of the New Mexico Environment Department (NMED),

Underground Storage Tank Bureau (USTB).

There are five known water-supply wells within 1 mile of the spill based on New

Mexico State Engineer Office and U.S. Geological Survey data. The V AH has a water

supply well about 570 feet southwest of the spill. The non-pumping water depth in this

well was reported to be 480 feet by Jim Brooks of the VAH. The City of Albuquerque's

Burton 5 well is about 4,450 feet northwest of the spill. The static water level in the well

was about 410 feet below ground surface when the well was completed in August of

1991. The three other wells are on Kirtland Air Force Base. One is about 3,800 feet

south, another is about 4,300 feet southwest, and the third well is about 2,400 feet west

northwest of the spill site.

c .2 c;m l:-I~ D 0 f

... .. u 0

~< .,_ UN --I 0

Stor. .. m

II Test 122

IJ Woiting 121

Corridor

ABH-3

Test 119

Office 118

Electrical Room

-A ,..OBH-3

8H~4 I ~~: hi BH-2

Erner ncy I Cene~or

'.- ABH-5

1:~·- :-] _,,

! ASH-1

ASH-2

C Soil!. ~reo Mop ~ i7TT.=i·- ..

Figure 1. Map showing locations of hand-auger and hollow-stem auger borings at the Veterans Administration Hospital, 2100 Ridgecrest Drive SE, Albuquerque, New Mexico.

'

Kevin Geor11es It Associates lrcbitecbue It PlunlDc

.. ......----............ ----.--~-~ Leaend:

• HAND-AUGER BORING •

e HOU.OW-STEM AUCER BORING.

- BORING DIRECTION.

Fuel Spill-Building 3 VA Medical Center 2100 Ridgecrest Dr. ~E

Albuquerque, New Mexico Project Tille

-- JN'f a-.. KEC , , ~ IJJ0.02 ,,.,. 12/&/IJ

Revlalon•

1 Sheet Tille Sheet ot 2

SITE INVESTIGATION

Nine borings were advanced to assess the extent of soil contamination. Five

borings were advanced using hand-auger methods and four using hollow-stem auger

methods. Borings could not be advanced through the spill area or immediately adjacent

to the spill using hollow-stem auger methods because: the emergency generator is

surrounded by a wall; a transformer is immediately south of the generator; Building 3 is

immediately north of the generator; topography is too steep immediately east of the

generator for drilling equipment; and many buried utilities are present west of the

generator.

A best-effort approach was taken to assess the extent of soil contamination. This

included advancing five vertical borings using hand-auger methods around the

generator. The four hollow-stem auger borings were advanced adjacent to the spill

area, oriented at 30 degree angles from vertical, and targeted below the spill.

Hand-Auger Borings

We hand-angered five 3.5-inch diameter borings, labelled BH-1 through BH-5 on

Figure 1, around the emergency generator on October 15, 1993, to depths ranging from

5 to 12 feet. We intended to advance borings to depths of about 12-feet; however, four

of the borings, BH-1, -2, -3, and -5, could not be advanced below 5-feet because of

gravel and/or fill material present at this depth. We did not use motorized drilling

equipment in this area because precise locations of the buried utilities are not known.

At least one soil sample was collected from each boring for head-space analyses

of organic-vapors using a photoionization detector. Samples were collected in glass jars,

sealed with aluminum foil, and warmed prior to performing head-space analyses per the

requirements of the Underground Storage Tank Regulations (USTR) USTR-12

Appendix CJ.A.

Samples were also collected from the bottom of each boring for laboratory

analyses. Samples were collected in 4-ounce glass jars and placed on ice until delivered

to Analytical Technologies, Inc., Albuquerque, New Mexico. Samples were analyzed

for total fuel hydrocarbons (TFH) using Environmental Protection Agency (EPA)

method modified 8015. Chain-of-custody protocol was followed, including the use of

3

custody seals. After samples were collected, borings were piugged at total depth with

bentonite pellets and backfilled to surface with cuttings.

Hollow-Stem Auger Borings

The four angle borings were advanced by SHB, AGRA, Albuquerque, New

Mexico, on November 6, 7, 20 and 21, 1993 using hollow-stem auger drilling methods.

Borings were advanced to lengths between 73 and 75 feet, at 30 degree angles from

vertical, oriented beneath the spill area from the south, east, and northeast. Borings are

labelled ABH-1 through ABH-4 on Figure 1.

The four angle borings extended below the emergency generator. The

approximate vertical depth at which borings initially passed beneath, and the maximum

vertical depth beneath the spill area at the total depth (TD) of the boring are listed

below.

boring

ABH-1 ABH-2 ABH-3 ABH-4

FEET

depth boring first passed below spill area

54 52 45 36

boring depth below spill area at TD

63 68 64 68

Soil samples were collected from borings at 5-foot intervals for head-space

analyses of organic-vapors. Samples were collected with a continuous sampler from

boring ABH-1 to a depth of 38 feet. A split-spoon sampler was used to collect samples

at 5-foot intervals below 38 feet because of difficulties making connections with the

hex-rod. The hex-rod is used to hold the continuous sampler in place while drilling and

is also used to retrieve the sample. Soil samples were collected at 5-foot intervals from

the other angle borings using a split-spoon sampler.

Samples for head-space analyses were placed in glass jars, sealed with aluminum

foil, and warmed prior to screening for organic-vapor concentrations with a

photoionization detector per the requirements of the USTR-12 Appendix CJ.A. Three

samples were collected in 4-ounce glass jars from each boring analyzed for TFH using

4

EPA method modified 8015. Samples were placed on ice immediately after collection

and stored on ice until delivered to Analytical Technologies, Inc., Albuquerque, New

Mexico for analyses. Chain-of-custody protocol was followed.

Borings ABH-1 and ABH-2 were cemented to ground surface. Borings ABH-3

and ABH-4 were left open in the event they can be used during remediation. Borings

are covered at the surface with warning cones. Cuttings from the borings were moved

to a vacant lot west of the site and spread out after analytical results indicated they were

not contaminated with hydrocarbons. If the open holes ABH-3 and ABH-4 are not used

during remediation they would be plugged in the same manner as ABH-1 and ABH-2.

SOIL SAMPLE RESULTS FROM HAND-AUGER BORINGS

At least one soil sample was collected from each hand-augered boring for head

space analyses, per USTR-12 Appendix CJ.A., and screened for organic-vapors using a

photoionization detector. Organic-vapor concentrations are listed below.

sample location

sample depth

4 8

11

CONCENTRATION (ppm)

BH-1 BH-2 BH-3

443 473 355

BH-4

0.0 13.3 6.8

BH-5

5.8

Borings BH-1, -2, and -3, had organic-vapor concentrations exceeding the

NMED, USTB standard of 100 parts per million (ppm).

We collected soil samples from the bottom of borings BH-1, -3, -4, and -5.

Samples were analyzed for TFH using EPA method modified 8015. Analytical results

are summarized as follows.

5

CONCENTRATION (mg/kg)

sample location BH-1 BH-3 BH-4 BH-5 sample depth (ft) 5 5 12 5

fuel hydrocarbons 13,000 4,700 <5 8,500 hydrocarbon range C9-C26 C9-C26 C9-C24 hydrocarbons quantitated diesel diesel diesel

mg/kg = milligrams per kilogram

Hydrocarbon concentrations in the soils at about 5-feet below ground surface on

the north, south, and east sides of the emergency generator were contaminated with

hydrocarbon concentrations exceeding the NMED, USTB standards.

SOIL SAMPLE RESULTS FROM HOLLOW-STEM AUGER BORINGS

Soil samples were collected at 5-foot intervals for head-space analyses. Samples

were screened for organic-vapor concentrations using a photoionization detector.

Organic-vapor concentrations were below 4 ppm in all samples.

Three soil samples were collected from each boring for laboratory analyses. One

sample was collected before the boring was advanced below the spill area, a second

from beneath the spill area, and the third from the bottom of each boring. Samples

were analyzed for TFH using EPA method modified 8015. TFH concentrations in all

samples were below laboratory detection limits of 5 mg/kg. Figures 2 through 5 are

cross-sections of borings ABH-1 through ABH-4, showing generalized lithology and

sample locations. Figure 6 shows borings ABH-1 through ABH-4 and lines of section.

LITHOLOGY

The shallow sediments around the emergency generator consist of silty sand, and

fine- to coarse-grained sand to depths of about 5-feet below ground surface. Gravel, up

to 3 inches in diameter, were generally present in the upper few feet. Gravel and/or fill

material were present in most borings, except BH-4, at about 5 feet. Silty sand, sandy

silt, and medium- to coarse-grained sand were present below 5 feet in boring BH-4.

6

Lithology in borings ABH-1 through ABH-4 consisted of interbedded sand, silty

sand, silt, sandy silt, clayey silt, silty clay, and clay. Sand ranged from very fine- to

coarse-grained. Plasticity of clay rich zones ranged from low to high. Moisture content

generally ranged for low to moderate. In general, fine-grained materials were

predominate in the angle borings.

7

Stor.

c .2 om ~-=~ 8 ~ u

g< i-VN 1-. 2 m

Test 122

Corridor

ABH-3

Test 119

Office 118

~~ricol

ABH-5

~~]. -ABH-1

ABH-2

c. ... ~,.*"a Maa a Figure 6. Map showing lines of section for borings ABH-1 through ABH-4 at the

Veterans Administration Hospital,2100 Ridgecrest Drive SE, Albuquerque, New Mexico.

'

Kevin Georf:u!!8sociates t l'lullllll

Leaend:

A PROPOSED HAND-AUGER BORINC.

e PROPOSED HOU.OW-STEM AUCER BORING.

- BORING DIRECTION •

Fuel Spill-Building 3 VA Medical Center 2100 Ridgecrest Or. SE

Albuquerque, New Mexico ProJecL nue

- Jt>lt a--. KEG , , ~ IJJ0.02 - 12/&/IJ

Rmalona

2 ShaeL TIUe Sheet 2 of 2

0

Scale, feet 8

ABH-1

18

transformer

sllty sand

--= clayey Slit sandy silt

emergency generator

clayey sllt __,, __ silty send

0 aoll sample

Figure 2. Cross section showing lithology and soit sample locations from boring ABH-l at the Veterans Administration Hospital,2l00 Ridgecrest Drive SE, Albuquerque, New Mexico.

8

emergency generator

0 soll sample

silty sand

clayey silt

sandy silt clayey silt

-+--sandy sllt --

srn ___ ~andysllt

clayey silt

silty sand sand ----

silt

0 Scale, feet

8 16

Figure 3. Cross section showing lithology and soil sample locations from boring ABJl-2 at the Veterans Administration llospital,2100 Ridgecrest Drive SE, Albuquerque, New Mexico.

9

I

' transformer ABH-31

emergency generator

0 8

Scale, feet

sandy silt

sand

clayey silt

16

silty clay

sand, silty sand

silty clay

silty clay

0 soil sample

figure 4. Cross section showing lithology and soil sample locations from boring ABH-3 at the Veterans Administration l-Iospital,2100 Ridgecrest Drive SE, Albuquerque, New Mexico.

1Q

emergency gene rotor

Slit

sllty cloy

silty send sand

Slit

0 soll sample

sandy sllt

sand

0 8

Scale, feet

t6

rlgure 5. Cross section showing lithology nnd soil snmple locutions f tont boring /\Bl 1-4 at the Veterans Administration I lospital,2 lOO Ridgecrest Urive SE, Albuquerque, New Mexico.

11

CONCLUSIONS

The vertical extent of contamination appears to be less than about 60-feet below ground surface and has not impacted ground water. It is possible the vertical extent of

contamination is less than about 35 to 45 feet because hydrocarbons were not detected in soil samples from borings ABH-3 and ABH-4. These borings initially passed below

the spill area at depths of about 45 and 36 feet, respectively. Vertical migration has likely been limited by the small volume of fuel lost and the attenuation of the lost fuel

and associated contaminants by fine-grained sediments beneath the spill area. No hydrocarbon-related soil contamination was detected in any of the soil samples

collected from the hollow-stem auger borings.

Horizontal contaminant migration south and east of the spill area appears to be

limited because contamination was not detected in any of the hollow-stem auger borings. Soil contamination does not appear to have migrated westward, outside of the

emergency generator area, based on soil sample results from head-space and laboratory analyses. We were unable to define the northern horizontal extent of soil

contamination because of the buildings immediately north of the spill area. However, it is likely that the migration in this direction is limited, assuming the sediments in this

direction are similar to those encountered in other borings.

Shallow sediments on the north, south, and east sides of the generator are

contaminated with hydrocarbon concentrations exceeding those allowed by the USTB

by one to two orders of magnitude, at about 5-feet below ground surface. The vertical

extent of this shallow contamination could not be defined.

These contaminated soils do not pose a threat to the quality of underlying

ground water because the depth to water at the site is between 400 and 500 feet. There

are also no apparent health or fire hazards associated with the spill. Shallow

contaminated soils are within a walled area which is secured with a locked gate.

Several options would be considered relative to remediating the contaminated

soils at the site. These include one or more of the following: vapor extraction; vapor

extraction in conjunction with injection of warm air; bioremediation; and excavation of

shallow contaminated soils. Field testing and cost-to-benefit analyses must be evaluated

prior to selecting a specific method.

13

APPENDICES

APPENDIX A

Analytical Results

A AnalyticalTechnologies,lnc.

October 26, 1993

John w. Shomaker, Inc. 2703-D Broadbent Parkway, NE Albuquerque, NM 87107

,2,.ry).Q P1n ..:o.nierican ;;,P.eWav NE .i.1ououerQue NM 81107 :i"'one •5051 ,3.S.a-3777 ;:Ax rSOSI JJ4 • .s..s1J

ATI I.J. 310366

Project Name/Number: V.A. HOSPITAL

Attention: Roger Peery

on 10/19/93, Analytical Technologies, Inc., (ADHS License No. AZ0015), received a request to analyze non-aqueous samples. The samples were analyzed with EPA ~ethodology or equivalent methods. The results of these analyses and the quality control data, which follow each set of analyses, are enclosed.

If you have any questions or comments, please do not hesitate to contact us at (505) 344-3777.

!l.d~- ~~aosJci Adela M. Cantu Letitia Krakowski Senior organic Chemist Acting Laboratory Manager

LAI<: jd

Enclosure ..

Coo:x:irare C!'fices. :550 •,1orenouse Orrve Son 01eqo. CA 92121 r,61Q' 458-Ql41

~ Anorv11co1 Technologies, Inc.

CLIENT PROJECT # PROJECT NAME:

JOHN W. SHOMAKER, INC. (NONE) V.A. HOSPITAL

ATI I.D.: 310366

ATI I CLIENT DESCRIPTION

01 6H-l-5 02 3H-J-5 03 3H-4-12 04 BH-5-5

----·roTALs----

MATRIX # SAMPLES

NON-AQ

DATE RECEIVED: l0/19/93

REPORT DATE

MATRIX

NON-AQ NON-AQ NON-AQ NON-AQ

10/26/93

DATE COLLECTED

10/15/93 10/15/93 10/15/93 10/15/93

ATI STANDARD DISPOSAL PRACTICE

The samples from this project will be disposed of in thirty (30) days from the date of ~his report. If an extended storage period is required, please contact our sample control department before t:he scheduled disposal date.

4 Ana1y11ca1 Technologies, Inc.

GAS CHROMATOGRAPHY RESULTS

TEST EPA 8015 1!10DIFIED CLIENT PROJECT # PROJECT NAME:

JOHN W. SHOMAKER, !NC. (NONE)

ATI I.D.: 310366

V.A. HOSP:rTAL -------------------------------------------------------------------------------SAMPLE I.D. #

01 02 03 04

CLIENT r.D.

BH-1-5 BH-3-5 BH-4-12 BH-5-5

MATRIX


DATE SAMPLED

10/15/93 10/15/93 10/15/93 10/15/93

DATE ::XTRACTED

10/20/93 10/20/93 10/20/93 10/20/93

DATE ANALYZED

10/22/93 10/22/93 10/21/93 10/22/93

OIL. FACTOR

50 20

l 50

-----------------------~------------------------------------------------------PARAMETER

FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBONS QUANTITATEO USING

0-TERPHENYL ( % )

UNITS

MG/KG

01

13000 C9-C26 DIESEL

NA*

02

4700 C9-C26 DIESEL

lll

*SURROGATE RECOVERY NOT OBTAINABLE DUE TO SAMPLE DILUTION

03

<5

106

04

8500 C9-C24 DIESEL

NA*

4 Anaiv11ca1 Technologies, Inc.


REAGENT BUNK

TEST EPA 3015 MODIFIED 102293 at.ANK r.o.

CLIENT PROJECT I ?ROJEC:-: NAME:

JOHN W. SHOMAKER, INC. (NONE) V.A. HOSPITAL

PARAMETER

FUEL HYDROCARBONS HYDROCARBON RANGE HYDROCARBONS QUANTITATED USING

0-1'ERPHENYL (%)

UNITS

MG/KG <5

119

ATI I.D. DATE EXTRACTED DATE ANALYZED DILUTION FACTOR

310366 10/20/93 10/22/93 1

4 Analy11cal Techno1<>9ies, Inc.

GAS CHROMATOGRAPHY - QUALITY CONTROL

TEST MSMSD IF CLIENT PROJECT IF PROJECT NAME:

EPA 3015 MODIFIED 31036603 JOHN W. SHOMAKER, INC. (NONE) V.A. HOSPITAL

MSMSD

ATI I. D. DATE EXTRACTED: DATE ANALYZED SAMPLE MATRIX : REF. I.D. UNITS

310366 10/20/93 10/21/93 NON-AQ 31036603 MG/KG

-------------------------------------------------------------------------------PARAMETERS SAMPLE CONC SPIKED % DUP DUP

RESULT SPIKE SAMPLE REC SPIKE % REC RPO

FUEL HYDROCARBONS <5 99 96 97 96 97 0

(Spike Sample Result - Sample Result) % Recovery ------------------------------------- x 100

Spike Concentration

(Sample Result - Duplicate Result) RPO (Relative Percent Difference) 2

---------------------------------- X 100 Average Result

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1 53 1 2

..-,, 0

SGF09 13. MTI SGF0913. MTI

A Analytical Technologies, Inc.

November 16, 1993

John W. Shomaker, Inc. 2703-D Broadbent Parkway, NE Albuquerque, NM 87107

:-.:J9.Q Pan ,.:.mer•c:an F·~ew~v 'lE :..ouaueraue ~M 87107 ;..,Ot'e 1505! J.U.177? i=il.;( (5051 J44-441J

ATI :.D. llll26

Project Name/Numi>er: V.A. HOSPITAL


On ll/08/93, Ana1ytical Technologies, Inc., (ADHS License No. AZ0015), received a request to analyze non-aqueous samples. The samples were ana1yzed with EPA methodology or equivalent methods. The results of these analyses and the quality control data, which follow each set of analyses, are enclosed.


~~-~~~ Letitia Krakowski Acting Laboratory Manager

LAK:jd

Enclosure

:orcx::tare C!'flces- ;:sc •,10fenouse Orrve San C1eqo. ::,; Q2121 ·.-~19) 458-9141

4 Ana1y1oca1 Technolocjies, inc.

CLIENT PROJECT # PROJECT NAME:

JOHN W. SHOMAKER, INC. (NONE)

.\TI ii

01 02 03 04 05 06

V.A. HOSPITAL

CLIENT DESCRIPTION

.>.BHl-35 ABHl-62 ABHl-73 .>.BH2-40 ABH2-60 .>.BH2-75

ATI LO.: 311326

----TOTALS----

MATRIX # SAMPLES

NON-AQ 6

DATE RECEIVED: ll/08/93

REPORT DATE

MATRIX

NON-AQ NON-AQ NON-AQ NON-AQ NON-AQ NON-AQ

ll/16/93

DATE COLLECTED

ll/06/93 ll/06/93 ll/06/93 ll/07/93 ll/07/93 ll/07 /93


The samples from this project will be disposed of in thirty (30) days from the date of this =eport. If an extended storage period is =equired, please contact our sample control department before the scheduled disposal date.

~ Anolvrocol Technologies, Inc.

TEST CLIENT ?ROJ"ECT # ?ROJ"ECT NAME:


E?A 8015 MODIFIED JOHN W. SHOMAKER, INC. (NONE) V.A. HOSPITAL

AT! ~ " . ··~·. 311326

-------------------------------------------------------------------------------SAMPLE I.D. #

01 02 03 04

CLIENT I.D.

ABH1-J5 ABHl-62 ABHl-73 ABH2-40

?ARAMETER

FUEL HYDROCARBONS HYDROCARBON RANGE

MATRIX


HYDROCARBONS QUANTITATED USING

0-TERPHENYL (%)

DATE SAMPLED

11/06/93 11/06/93 11/06/93 11/07/93

UNITS

MG/KG

DATE EXTRACTED

11/08/93 11/08/93 11/08/93 11/08/93

01

<5

100

DATE ANALYZED

11/09/93 11/09/93 11/09/93 11/09/93

02

<5

101

03

<5

101

OIL. FACTOR

l l l l

04

<5

103

4 Ano1v11ca1 Technologies, Inc.

TEST CLIENT ?ROJECT ti PROJECT NAME:


EPA 8015 MODIFIED JOHN W. SHOMAKER, INC. (NONE) V.A. HOSPITAL

ATI I.D.: 311326

SAMPLE DATE DATE DATE OIL. I.D. # CLIENT I.D.

05 06

ABH2-60 ABH2-75

PARAMETER

7UEL HYDROCARBONS HYDROCARBON RANGE

MATRIX

NON-AQ NON-AQ


0-TERPHENYL (%)

SAMPLED EXTRACTED ANALYZED FACTOR

11/07/93 11/07/93

UNITS

MG/KG

11/08/93 11/08/93

05

<5

101

11/09/93 11/09/93

06

<5

lOJ

1 1

4 Anoiytoco1 Technol09ies, lnc.


TEST EPA 8015 MODIFIED BLANK I.D. 110893 CLIENT JOHN W. SHOMAKER, PROJECT # (NONE) PROJECT NAME V.A. HOSPITAL

PARAMETER


0-TERPHENYL (%)

REAGENT BLANK

ATI I.D. DATE EXTRACTED

INC. DATE ANALYZED DILUTION FACTOR

UNITS

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100

311326 ll/08/93 11/08/93 l

~ Ano1v1oca1 Technoloqies, Inc.


MSMSD

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UNITS MG/KG

PARAMETERS SAMPLE RESULT

CONC SPIKE

SPIKED SAMPLE

% REC

DUP SPIKE

DUP % REC RPO

:UEL HYDROCARBONS 55 100 150 95 160 105 7

(Spike Sample Result - Sample Result) % ~ecovery ------------------------------------- x 100

Spike concentration

(Sample Result - Duplicate Result) RPO (Relative Percent Difference) = ---------------------------------- x 100

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4 Analytical Technologies, Inc.

December 1, 1993

John W. Shomaker, Inc. 2703-D Broadbent Parkway, NE Albuquerque, NM 87107

27r:l9-0 P1n A~ncan F1~av 'lE ..:.1buaueraue NM 87~0'.' Pl"IOt\e 1505\ J44-'.l777 ;:A,X 15Q.')\ ,144·4.lt.1

ATI I.D. 311365

Project Name/Number: V.A. HOSPITAL


On 11/22/93, Analytical Technologies, Inc., (ADHS License No. AZ0015), received a request to analyze non-aqueous samples. The samples were analyzed with EPA ~ethodology or equivalent methods. The results of these analyses and the quality control data, which follow each set of analyses, are enclosed.


~Ii~£ Letitia Krakowski Project Manager

LAK:jd

Enclosure

.:~are Cffices: ::so Morenovse GrlV8 Son Oieoo. CA 02121 OlO) 458-~!41

4 ,:Ono1vroca1Technologies,lnc.

CLIENT PROJECT I PROJECT ~AME:

JOHN W. SHOMAKER, INC. (NONE)

ATI i

01 02 03 04 05 06

V.A. HOSPITAL

CLIENT DESCRIPTION

,\BH3•40 ABH3-?0 ,\BH3-75 ABH4-25 ,\BH4-40 ABH4-75

ATI !.D.~ 311365

----TOTALS----

MATRIX i SAMPLES

NON-AQ 6

DATE RECEIVED: 11/22/93

REPORT DATE

MATRIX

NON·AQ NON·AQ NON-AQ NON-AQ NON·AQ NON-AQ

12/01/93

DATE COLLECTED

11/20/93 11/20/93 11/20/93 ll/21/93 11/21/93 11/21/93


The samples from this project will be disposed of in thirty (30) days from the date of this report. If an extended storage period is required, please contact our sample control department before the scheduled disposal date .

4 Analy1oco1 Technologies.Inc.

TEST CLIENT PROJECT Ii PROJECT NAME:


EPA 8015 MODIFIED .JOHN W. SHOMAKER, INC. (NONE) V .A. HOSPITAL

ATI I.D.: 311365

-----------------------~------------------------------------------------------SAMPLE I.D. # CLIENT I.D.

01 ABH3-40 02 ABH3-60 03 ABH3-75 04 ABH4-25

MATRIX


DATE SAMPLED

11/20/93 11/ 20/ 93 11/20/93 11/21/93

DATE DATE OIL. EXTRACTED ANALYZED FACTOR

ll/28/93 11/28/93 l ll/28/93 11/28/93 l ll/28 /93 ll/28/93 l ll/28/93 11/28/93 l

-----------------------~------------------------------------------------------PARAMETER


0-TERPHENYL ( % )

UNITS 01

MG/KG <5

96

02 03 04

<5 <5 <5

104 99 91

~ -'naovrocao Technologies, Inc.

TEST CLIENT PROJECT j PROJECT NAME:


EPA 8015 MODIFIED JOHN w. SHOMAKER, INC • (NONEj V.A. HOSPITAL

ATI I.D.: 311365

SAMPLE DATE SAMPLED

DATE DATE OIL. !.D. # CLrENT I.D.

05 06

ABH4-40 ABH4-75

PARAMETER

FUEL :rYDROCARBONS HYDROCARBON RANGE

MATRIX

NON-AQ NON-AQ


0-!'ERPHENYL (%)

EXTRACTED ANALYZED FACTOR

ll/21/93 ll/28/93 11/21/93 11/28/93

UNITS 05

MG/KG <5

94

ll/28/93 ll/29/93

06

<S

101

l 1

~ Analy11cal Technologies. Inc.


TEST EPA 8015 MODIFIED BLANK I.O. 112893 CLIENT JOHN W. SHOMAKER, PROJECT I (NONE) PROJECT NAME V.A. HOSPITAL

PARAMETER


0-TERPHENYL ( % )

REAGENT BLANK

ATI I.D. DATE EXTRACTED

INC. DATE ANALYZED DILUTION FACTOR

UNITS

MG/KG <5

100

311365 11/28/93 11/28/93 1

4 Ano1v11ca1Technologies,lnc.

TEST MSMSO # CLIENT PROJECT # PROJECT NAME

PARAMETERS


MSMSO

EPA 8015 MODIFIED ATI I.D. 31136501 DATE EXTRACTED JOHN W. SHOMAKER, INC. DATE ANALYZED (NONE) SAMPLE MATRIX V.A. HOSPITAL REF. I.D.

UNITS

SAMPLE CONC SPIKED % DUP SPIKE RESULT SPIKE SAMPLE REC

FUEL HYDROCARBONS <5 100 80 80 97

(Spike Sample Result - Sample Result) % Recovery = ------------------------------------- X 100

Spike conceneration

311365 11/28/93 11/28/93 NON-AQ 31136501 MG/KG

DUP % REC RPO

97 19

(Sample Result - Duplicate Result) RPO (Relative Percent Difference) = ---------------------------------- X 100

Average Result

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