# 200 9 ANNUALGROUNDWATE R

MONITORIN GREPOR T
AT&S FALBUQUERQU ESUPERFUN D SIT E ALBUQUERQUE , NE WMEXIC O

TR C Projec t

No

. 16623 9

Preparedfor : 

## (3PPP37 M

/ryi/ i ivi t y 

### BNS FRailway Compan y 4500 Dee nRd

. For t Worth , Texa s 7610 6

Prepare dby : 

# 0TR C

TR C Environmenta l Corporatio n 1001 1 Meadowgle

nLane , Suit

e 10 0 Houston , Texas 7704 2 Telephone (713 ) 244-1000 Fa x (713 ) 244-109 9

Jun e 201 0

914099 6

## TABL EO FCONTENT S Pag e

1. 0 INTRODUCTIO N1- 1
1. 1 Site Investigatio nBackgroun d1- 1
1. 2 Environmenta l Settin g an dHydrogeolog y 1- 2
2. 0 200 8 GROUNDWATE RMONITORIN GACTIVIT Y 2- 1
2. 1 Groundwate r

Monitorin g Network

2- 1 2. 2 Wate r

Level/DNAP LThickness Surve y 2- 1 2. 3 Groundwate r

Samplin g 2- 2 2.3. 1 Samplin g Procedure s 2- 2 2.3. 2 Quality Assurance/Quality Contro l Sample s 2- 3 2.3. 3 Decontaminatio nProcedure s 2- 3 3. 0 GROUNDWATE RMONITORIN GRESULT S 3- 1
3. 1 Groundwate r

Level s 3- 1 3. 2 DNAP LOccurrenc e 3- 1 3. 3 Analytica l Result s 3- 2 3.3. 1 Shallo w Aquifer

3- 3 3.3. 2 Intermediat e Aquifer 3- 4 3.3. 3 Dee p Aquifer

3- 6 3.3. 4 Quality Contro l 3- 7 3. 4 Dissolved-Phas e Plum e Evaluatio n3- 9 3.4. 1 Shallo w Aquife r

3- 9 3.4. 2 Intermediat e Aquife r 3-1 0 3.4. 3 Dee p Aquife r

3-1 1
4. 0 CONCLUSION S 4- 1
5. 0 REFERENCE S 5- 1 APPENDI X A : Analytica l Result s APPENDI X B : Quality Assurance/Quality Contro l Dat aEvaluatio nSummary

2009Aitttua l Groundwate r Moititoritt g Repor t

• • .Tf^ ^ - . ,^|~ U AT&S FAlbuquerqu e Superfun dSit e 1 1 fiT ' I ^\C_ > June201 0 >t ^

. . »- w

# LIS T O FTABLE S

1

. Existin g Groundwater-Monitorin g Wel l Constructio nDetail s
2

. Groundwate r

Elevatio nDat a(2007-2009 )
3

. Groundwate r

Samplin g Progra mSummary 4

. Groundwate r

Purgin g Parameter s 5

. Summary o f

Groundwate r

Dat a

200 9 Annua l Groundwate r Monitorin g Repor t A TAS FAlbuquerqu e Superfun dSit e Jun e 201 0 

# "i CTR C

## LIS T O FFIGURE S

1

. Sit e Locatio n
2

. Sit e Layou t
3

. Generalize dPotentiometri c Surface , Shallo w Aquife r - FourthQuarte r

200 9
4

. Generalize dPotentiometri c Surface , Intermediat e Aquife r - FourthQuarter

200 9
5

. Generalize dPotentiometri c Surface , Dee p Aquife r - FourthQuarte r

200 9
6

. Groundwate r

Elevation s an dDNAP LThickness , Shallo w Aquifer , Decembe r 200 9
7

. Groundwate r

Elevation s an dDNAP LThickness , Intermediat e Aquifer , Decembe r 200 9
8

. Groundwate r

Elevation s an dDNAP LThickness , Dee p Aquifer , Decembe r 200 9
9

. DNAP LOccurrenc e i nth e Uppe r Intermediat e Aquifer , Pos t

200 7 Investigatio n 10

. DNAP LOccurrenc e i nth e Lowe r Intermediat e Aquifer , Pos t

200 7 Investigatio n
11

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Shallo w Aquifer - Firs t Quarter 200 9
12

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Shallo w Aquifer - Secon dQuarte r

200 9
13

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Shallo w Aquifer - Thir dQuarter

200 9
14

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Shallo w Aquife r - FourthQuarter

200 9
15

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Intermediat e Aquife r

- Firs t Quarte r 200 9
16

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Intermediat e Aquife r

- Secon dQuarte r

200 9
17

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Intermediat e Aquife r

- Thir dQuarte r

200 9

200 9 Annua l Groundwate r Monitorin g Repor t

- .^' ^ • , , , , AT&S FAlbuquerqu e Superfun dSit e I V fiT? I RC ^ Jun e 201 0 V^ ' • 1 '»'«— '

### 18

. Exten t o f Dissolve dPhas e Semi-Volatil e Compound s an dDNAPL , Intermediat e Aquife r

- FourthQuarter

200 9
19

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compounds , Dee p Aquife r - Firs t Quarte r 200 9
20

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compounds , Dee p Aquife r - Secon dQuarte r 200 9
21

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compounds , Dee p Aquife r - Thir dQuarte r 200 9
22

. Exten t

o f Dissolve dPhas e Semi-Volatil e Compounds , Dee p Aquife r - FourthQuarte r 200 9

200 9 Annua l Groundwate r Monitorin g Repor t

t^^ ^ AT&S FAlbuquerqu e Superfun dSit e » ^ ^ ' Jun e 201 0

## 1. 0 INTRODUCTIO N

Th e Atchison , Topeka , an dSant aF e Railwa y Compan y (AT&SF ) Albuquerqu e Superfun dSit e (th e Site ) i s locate dat

330 0 Secon dStreet , SW , i nth e Sout hValley are ao f

Albuquerque , i n Bernalill o County , New Mexico

. Th e facility treate dwoo dproduct s fromMarc h190 8 throug h January 1972 , a

t whic htim e i t

was dismantled

. Th e earthe nbermo f th e former

Wastewate r Reservoi r (WWR ) an dsum

p locate di nth e southwes t

part o f th e site stil l remain

. A naerial photograp hillustratin g th e Site' s locatio n i s presente di nFigur e 1

. Th e Sit e wa s liste do n th e Superftin dNationa l Prioritie s Lis t (NPL ) o nDecembe r

16 , 1994

. A t th e tim e that

i t was listed , AT&S Fha dnot merge dwithTh e Burlingto nNorthernCompany , s o th e Sit e was name dth e AT&S FAlbuquerqu e Superftin dSite

. A s such , i t retain s thi s nam e i n thi s an dftiture reports

. Th e Unite dState s Environmenta l Protectio n Agenc y (USEPA ) issue daRecor do f Decisio n (ROD ) i nJun e 2002

. Th e RO D detaile dth e constituent s o f conce m(COCs ) for

th e Site , th e remedia l action s t o b e performed , an dth e remediatio ngoal s for bothsoi l an dgroundwater

. Th e RO D als o establishe dth e framewor k for ftiture groundwater

monitorin g at

th e Site

. Durin g 199 5 an d1996 , groundwate r sample s wer e collecte do naquarterl y schedule

. However , after receivin g permissio nfromth e USEPA , groundwater monitorin g wa s reduce dt o asemi

annua l schedul e i n1997

. Beginnin g i n2003 , pe r th e ROD , groundwater

monitorin g returne dt o aquarterl y schedule

. Thi s report present s th e result s o f

th e groundwater

monitorin g progra m conducte ddurin g 2009

. 1. 1 SIT EINVESTIGATIO NBACKGROUN D Phase s I , II , an dII I ofth e Remedia l Investigatio n (RI) , conducte dfrom198 7 t o 1988 , targete d definitio no f

th e on-sit e hydrogeolog y an ddelineatio no f th e natur e an dexten t

o f subsurfac e contamination

. Phase s I V an dV ofth e RI , conducte dfrom199 0 t o 2000 , targete dadditiona l on
sit e areas , off-site areas , an dth e Dee p Aquifer

. I nMarc h1995 , concurren t withPhas e V an da s require db y th e USEPA , agroundwater-monitorin g programwas implemented , a s part o f th e Remedia l Investigation/Feasibility Study (RI/FS)

. Th e purpos e o f

th e groundwater-monitorin g progra mwas t o establis hagroundwater quality baselin e prio r

t o initiatio no f

remediatio nan dt o monito r th e progres s o f

th e remedia l action s a s detaile di nth e ROD

. Th e initia l monitorin g network , first sample di nFebruary 1995 , include d monitorin g well s MW-I A throug hMW-21B

. A s additiona l monitorin g well s hav e bee n installed , the y hav e bee nadde dt o th e monitorin g network

.

200 9 Annua l Groundwate r /Monitorin g Repor t AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

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### Durin g 2007 , additiona l qualitativ e investigation s wer e conducte di nth e uppe r an dlowe r Intermediat e Aquife r

t o ftirther

refin e th e natur e an dexten t o f th e DNAP Lplume s i nth e Intermediat e Aquifer , whic hi ntur n supporte dth e desig no f th e groundwater

an dDNAP L remedie s prescribe di nth e ROD

. 1. 2 ENVIRONMENTA LSETTIN GAN D HYDROGEOLOG Y
Th e Sit e i s locate di n th e Albuquerqu e Basin , whic hi s on e o f aserie s o f

sediment-fille dbasin s aligne dalon g th e Ri o Grande

. Th e Albuquerqu e Basi ni s approximatel y 10 0 mile s lon g an d 2 5 t o 4 0 mile s wide

. Boundin g th e basi nar e pre-Miocen e formation s consistin g o f limestone , sandstone , shales , igneous , an dmetamorphi c rocks

. Th e majority o f th e basi nfill consist s o f Miocene-Pliocen e ag e detritu s (Sant aF e Formation ) withmino r middle

- t o late-Tertiary ag e volcanic s an dQuaternary ag e Ri o Grand e alluvium

. Th e tota l deptho f basi nfill for

th e Sant aF e Formatio nat

th e Sit e i s estimate da

t 4,75 0 feet

. Th e basi nfill i s mad e u p o f sandstone , mudstone , an dgrave l representin g deposit s rangin g fromwell-sorte dstreamchanne l sediment s t o poorly-sorte dslop e was hdeposits

. Groundwate r

i nth e Albuquerqu e Basi noccur s chiefl y i nth e basi nfill material

. Th e competen t bedroc k o f th e eas t an dwes t wall s o f th e basi nar e low-permeability igneou s an dsedimentary rocks , whic hrestric t

th e flow o f

groundwater

t o a naxial directio ndow nth e lengtho f th e basin

. Historically , th e directio no f groundwate r

flow i nth e Albuquerqu e are awas dow n th e valle y an d toward s th e Ri o Grande

. Fro m194 8 t o th e present , extensiv e municipa l pumpin g ha s reverse d groundwate r

flow i nportion s (southwest ) o f th e Sout hValley region

. Th e Sit e i s locate di na n are awher e suc hareversa l ha s take nplace

. Canal s an ddrain s hav e als o ha da nimpac t o nho w surfac e wate r

an dgroundwate r

interact. Sinc e 1995 , groundwater flow a t th e Sit e ha s bee n toward s th e east-southeas t

withth e flow trendin g toward s th e eas t i nmor e recen t

years
. Regionally , th e lac k

o f an y overlyin g confinin g laye r allow s th e uppermos t

groundwater-bearin g zon e t o exis t

unde r unconfine dcondition s ove r mos t o f th e basi nwithhydrauli c communicatio n occurrin g betwee n th e different stratigraphi c units

. Fo r

purpose s o f

bette r describin g th e subsurfac e geolog y at

th e Site , th e basi nfill i n th e vicinity o f th e SouthValle y regio no f Albuquerqu e ha s bee ndivide dint o thre e aquifers : Shallow , Intermediate , an dDeep

. Th e Shallo w Aquife r

consist s o f

Ri o Grand e Alluviu man dextend s t o depth s rangin g betwee n2 0 an d 3 0 feet belo w groun dsurfac e (bgs)

. Generally , th e Shallo w Aquifer i s underlai n b y gray silty clay , whic hvarie s i nthicknes s acros s th e Site

. Insom e location s thi s silty clay i s missing , allowin g greate r

hydrauli c communicatio n betwee nth e Shallo w an dIntermediat e Aquifers

. I n othe r areas , th e clay laye r

i s approximatel y 2 0 t o 2 5 feet thick

. Th e Intermediat e Aquifer als o consist s o f Ri o Grand e Alluviu man dimmediatel y underlie s th e gray silty clay

. I nlimite darea s wher e th e clay laye r

i s missing , th e Intermediat e Aquife r immediatel y underlie s th e Shallo w Aquifer

. Th e Intermediat e Aquifer extend s t o depth s rangin g from5 3 t o 7 1 feet bgs

. Th e uppe r

200 9 Annua l Groundwate r Monitorin g Repor t AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

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### portio no f th e Intermediat e Aquife r

consist s o f

asilty san dlaye r

approximatel y 7 feet

thick

. Belo w thi s san dlaye r

i s avery coars e san dan dgrave l layer

. Thi s very coars e san dan dgrave l laye r alon g withth e overlyin g san dcompris e th e Intermediat e Aquifer

. Th e to p o f th e Sant aF e Formatio ni s presen t

directl y beneathth e Intermediat e Aquifer

. Th e portio no f th e Sant aF e Formatio n beneathth e Sit e i s referre dt o a s th e Dee p Aquife r an dconsist s o f

clay s an dfine sand

.

200 9 Annua l Groundwate r Monitorin g Repor t

- , . 5 A T&S FAlbuquerqu e Superfun dSit e 1 " - ^ Jun e 201 0 

# CTR C

## 2. 0 GROUNDWATE RMONITORIN GPROGRA M

2. 1 GROUNDWATE RMONITORIN GNETWOR K Durin g Ma y 200 8 an dwithth e permissio no f th e USEPA , severa l o f

th e groundwater

monitoring/recover y well s an daquifer tes t well s wer e plugge dan dabandone di npreparatio nfor th e planne dsoi l remediation

. Thes e well s include dShallo w Aquife r monitorin g well s MW- 1 A , MW-2A , MW-18A , an dMW-21A ; Intermediat e Aquife r monitorin g well s MW-IB , MW-2B , MW-18B , an dMW-21B ; Dee p Aquife r monitorin g wel l MW-26C ; an daquifer tes t well s OW

8B , 0W-9B , OW-22A , OW-23B , OW-25B , an dPW-4B

. Hence , at th e outse t o f 2009 , ther e wer e 4 1 groundwater-monitorin g well s locate dat th e Site ; 1 1 i nth e Shallo w Aquifer , 1 7 i nth e Intermediat e Aquife r

an d1 3 i nth e Dee p Aquifer

. Thre e o f thes e well s (MW-19B , MW-22 B an d MW-23B ) wer e impacte dwithdens e non-aqueou s phas e liqui d(DNAPL ) an dhenc e designate d
a s recover y wells

. Constructio ndetail s for th e 4 1 groundwater-monitorin g well s currentl y locate dat th e Sit e ar e presente di n Tabl e 1

. I nadditio nt o th e 4 1 groundwater-monitorin g wells , ther e wer e als o 2 5 aquifer test s well s locate dat th e Site , includin g on e pumpin g wel l (PW-6A) , on e injectio nwell s (IW-2A) , an deigh t observatio nwell s (OW-15 A throug h0W-21 A an dOW-26A ) complete di nth e Shallo w Aquifer ; an dtw o pumpin g well s (PW-3 B an dPW-5B) , on e injectio nwel l (IW-IB) , an d1 2 observatio n well s (0W-3 B throug hOW-7B , OW-lO B throug h0W-14B , OW-24B , an dOW-27B ) complete d i nth e Intermediat e Aquifer

. Non e o f th e 2 5 aquifer

test s well s ar e include di nth e groundwater

monitorin g progra mat

thi s time

. Th e locatio no f

eac hexistin g well , a s wel l a s thos e that hav e bee nplugge dan dabandoned , i s show no nth e Sit e layou t

presente di nFigur e 2

. Shallo w Aquife r monitorin g well s ar e labele d withth e suffi x o f

"A, " e.g. , MW-5A ; Intermediat e Aquife r monitorin g well s ar e labele dwithth e suffix o f "B; " an dDee p Aquifer

monitorin g well s ar e labele dwithth e suffi x o f "C. " Neste d monitorin g well s i nth e Dee p Aquifer ar e designate d"CU " for

th e uppe r o r shallowe r scree n interva l an d"CL " for

th e lowe r o r deepe r scree ninterval

. Th e monitorin g well s on-sit e rang e i n siz e fromtw o t o si x inches i n diamete r an dar e designe dt o collec t representativ e groundwater sample s fromth e aquifer

i nwhic hi t

i s screened

. 2. 2 WATE RLEVEL/DNAP LTHICKNES S SURVE Y Durin g eac ho f

th e quarterl y monitorin g event s conducte ddurin g 2009 , wate r level s wer e measure di nal l th e existin g monitorin g well s for th e purpos e o f

preparin g ageneralize d potentiometri c map for

eac ho f th e thre e aquifers

. Stati c wate r level s wer e measure dwitha n elecfroni c wate r

leve l mete r

t o th e neares t

hundredtho f

afoo t an drecorde di nth e fieldlogbook

. Wate r leve l an dDNAP Lthicknes s wer e measure di nwell s MW-19B , MW-22 B an dMW-23B

.

200 9 Annua l Grouitdwale r Monitorin g Repor t

l y - i .y X

. j". , •
- AT&S FAlbuquerqu

e Superfun dSit e -^" 1 oT^TRC ^ Jun e 201 0 ^iS f•

• 

### Fo r consistency, wate r

level s an dDNAP Lthicknesse s wer e measure dfromth e northsid e o f th e to p o f th e PV C wel l casin g wher e th e surve y mar k i s located

. Result s o f

th e quarterl y wate r leve l surveys ar e presente di nTabl e 2

. Fo r comparativ e purposes , Tabl e 2 als o present s wate r leve l dat afor

th e previou s tw o years
. 2. 3 GROUNDWATE RSAMPLIN G
Th e 200 9 quarterl y groundwater-monitorin g event s wer e conducte do nth e followin g dates :
Marc h1 6 throug h20 , 200 9 (Quarteri y Event) ; Jun e 8 throug h19 , 200 9 (Annua l Event) ;

• Septembe r

1 4 throug h21 , 200 9 (Quarterl y Event) ; an d

• Decembe r

1 4 throug h21 , 200 9 (Semi-Annua l Event)

. Th e groundwate r

sample s wer e collecte daccordin g t o th e protoco l specifie di nth e Fiel d Samplin g Pla n(FSP ) (TRC , February 2008)

. Th e samplin g progra mfor th e Site , a s define di n th e FSP , i s presente di nTabl e 3

. Sample s wer e collecte dfrom3 7 o f th e 4 1 groundwate r monitorin g well s durin g 2009

. Monitorin g well s that wer e no t sample di n200 9 include dth e thre e DNAPL-impacte dmonitorin g well s that serve da s recovery well s (MW-19B , MW-22B , an dMW-23B ) an dmonitorin g wel l MW-9CL

. A s documente di nth e 199 6 Annua l Groundwate r Monitorin g Repor t

(Radian , 1997) , th e latte r i s no t sample dbecaus e grou t

intrusio ndurin g installatio ncause s i t

t o yiel dnon-representativ e samples

. A s documente di nth e 200 8 Annua l Groundwate r Monitorin g Repor t

(TRC , 2009) , several ofth e monitorin g well s wer e plugge dan dabandone di nMay 2008

. A s aresult , thos e monitorin g well s wer e struc k

fromth e groundwater

monitorin g progra mafter

th e first quarte r o f 2008

. Followin g th e completio no f

th e Remedia l Action , includin g th e installatio no f th e groundwater/DNAP L
recover y system , ane w monitorin g progra mwil l b e develope dincluding , a s needed , th e installationo f

additiona l groundwater

monitorin g wells

. 2.3. 1 Samplin g Procedure s Al l well s withawate r

columnheigh t

greate r thanthre e feet

wer e sample dusin g aKABI S sampler , a s describe di nth e FSP

. I n accordanc e withth e FSP , well s withawate r columnheigh t les s tha nthre e feet

wer e purge dan dsample dusin g disposabl e bailers

. Geochemica l parameters , includin g pH , temperature , an dconductivity , wer e measure d immediatel y followin g sampl e collectio nfor well s sample dwithth e KABI S sampler

. I nth e cas e o f well s whic hwer e baile dwithadisposabl e bailer , geochemica l parameter s wer e measure d

200 9 Annua l Groundwate r /Monitorin g Repor t A T&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

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### unti l the y reache dequilibriu mindicatin g that al l stagnan t

wate r ha dbee npurgedfromth e wel l
an dth e sampl e was representativ e o f th e wate r bearin g zon e i nwhic hi t

was completed

. Th e final fieldparameter s for

eac hwel l wer e recorde di nth e fieldlogboo k an dar e presente di nTabl e 4

. Eac hgroundwater

sampl e wa s identifie dwithauniqu e I D that indicate dth e dat e an dwel l from whic hi t was collected

. Additionall y th e dat e an dtim e o f collection , metho do f

preservation , prescribe danalysis , an dinitial s o f th e perso ncollectin g th e sampl e wer e marke do nth e sampl e label

. Thi s infonnatio n was writte n o nth e sampl e labe l withawaterproo f marke r an dwas als o recorde di nth e fieldlogbook

. Th e KABI S sample r

wa s decontaminate dbetwee nwell s b y th e three-ste p decontaminatio n proces s outiine di n Sectio n2.3. 3 an dth e rop e use dfo r lowerin g th e KABI S was dispose do f appropriately

. I f

th e wel l require dbailin g t o collec t th e groundwater

sample , th e purg e wate r wa s place di n th e line dportio n o f th e WW Rsum

p an dbothth e baile r

an drop e wer e dispose do f appropriately

. 2.3. 2 Qualit y Assuranc e / Qualit y Contro l Sample s Th e Quality Assurance/Qualit y Contro l (QA/QC ) progra mi s designe dt o certif y th e reliability o f th e sampl e collectio n procedures , an danalytica l results

. A s such , i t target s samplin g methodology , sampl e shippin g an danalytica l procedures

. Specifically , QA/Q C sample s wer e collecte dt o documen t

analytica l precisio nan daccurac y a s wel l a s th e possibility o f extraneou s sampl e contaminatio nat

variou s point s fromth e tim e ofcollectio n t o th e tim e o f analysis

. Fo r thi s purpose , thre e type s o f QA/Q C sample s wer e collecte ddurin g al l samplin g events ; duplicates , equipmen t

blanks , an dmatri x spike/matri x spik e duplicate s (MS/MSD)

. Th e FS P specifie s th e quantity o f

QA/Q C sample s for

eac hevent

. Additionally , tri p blank s accompanie d
eac hcoole r

containin g sample s collecte dfor volatil e organi c analysis

. 2.3. 3 Decontaminatio nProcedure s Al l non-dedicate dsamplin g an dmeasurin g equipmen t was decontaminate dwithaLiquinox ® solutio nwas han dtw o distilled-wate r rinses. Th e KABI S sample r was submerge di naclean 5-gallo ncontaine r

filledwithaLiquinox ® solutio nwas han dscrubbe dwithabrus hdedicate dt o th e Liquinox ® solutio n wash

. Two 5-gallo nbucke t distilled-wate r

rinses followed

. I nth e intitia l rinse, th e KABI S wa s submerge dan dscrubbe dwithadedicate dbrush

. I nth e final rinse, th e KABI S wa s submerge dan drinsedsevera l time s withdistille dwater

.

200 9 Annua l Groundwate r Monitorin g Repor t A T&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

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# 3. 0 GROUNDWATE RMONITORIN GRESULT S

3. 1 GROUNDWATE RLEVEL S
Wate r level s wer e measure ddurin g eac hquarte r i n2009

. Recorde dwate r

level s an dcalculate d groundwate r

elevations ar e presente di nTabl e 2

. Data , collecte ddurin g th e fourt hquarter , from th e well s not

containin g DNAPL , wer e use dt o construc t generalize dpotentiometri c surfac e map s an dcross-section s for eac haquifer

(Shallow , Intermediate , an dDeep)

. Th e generalize d potentiometri c surfac e map s ar e presente di nFigure s 3 , 4 , an d5

. Cross-section s illustratin g th e wate r level s ofeac haquife r

ar e presente di nFigure s 6 , 7 , an d8

. Figur e 3 illustrate s th e generalize dpotentiometri c surfac e o f th e Shallo w Aquifer , a s wel l a s th e elevatio nofth e to p ofth e clay laye r that separate s th e Shallo w an dIntermediat e Aquifers

. Ove r time , th e wate r

leve l i nth e Shallo w Aquife r ha s falle ncausin g th e groundwater i ncertai narea s o f th e sit e t o fal l belo w th e to p o f th e clay aquitar dthat

separate s th e Shallo w an dIntermediat e Aquifers

. I nthes e areas , infiltratin g wate r collect s i nth e sump s o f

th e well s causin g "fals e positives " rathe r

tha ntru e groundwater

elevation s i nth e Shallo w Aquifer

. Th e exten t o f th e Shallo w Aquife r

whic hi s devoi do f

water , a s o f

Decembe r 2009 , i s show nb y th e gree nhatche d patter ni nFigur e 3

. Th e anomal y i s eviden t i nMW-5A , wher e th e "groundwate r elevation " reporte di s actuall y equivalen t witho r belo w th e to p ofth e clay aquitard

. Durin g 2009 , th e groundwater flow directio ni neac ho f

th e groundwater

bearin g zone s beneath th e Sit e wa s t o th e east

. Pleas e not e that th e groundwater

elevatio nfor

monitorin g wel l MW-7 C
was no t use di nth e constructio nofth e potentiometri c map for th e Dee p Aquife r

(Figur e 5 ) a s th e wate r leve l differ s afew feet

fromnearb y well s screene dwithi nth e Dee p Aquifer

. Thi s anomal y i s believe dt o b e du e t o th e fac t that monitorin g wel l MW-7 C i s screene dmor e tha n100 feet deepe r tha nth e othe r

Dee p Aquifer

well s a t th e Site

. 3. 2 DNAP LOCCURRENC E
DNAP Lwa s observe di n thre e well s durin g th e 200 9 monitorin g events (MW-19B , MW-22B , an dMW-23B)

. Th e thicknes s o f DNAP Lobserve di neac ho f th e 3 well s i s presente di nTabl e 2

. Figur e 7 illustrate s th e positio n an dthicknes s o f DNAP Lpresen t

i nth e lowe r

Intermediat e Aquife r (MW-19B , MW-22B , an dMW-23B ) a s measure ddurin g th e Decembe r 200 9 gaugin g event

. Figure s 9 an d1 0 presen t

th e areal exten t

o f DNAP Li nth e "upper " an d"lower " Intermediat e Aquifer

. A s explaine di nSectio n1.2 , th e uppe r Intermediat e Aquife r

i s compose do f

fine-grain silty sand , whil e th e lowe r

Intermediat e Aquife r

i s compose do f

coarse-grai nsan dan dgravel

. Historically , DNAP Lha s bee nobserve di nth e uppe r Intermediat e Aquife r

i naneutrall y buoyan t state

. Figur e 9 depict s th e exten t o f DNAP Lpresen t

i nth e uppe r

Intermediat e Aquife r

base do n

200 9 Annua l Groundwate r Monitorin g Repor t AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

# 3- 1 ©TR C

### observation s mad e durin g th e variou s sit e investigation s a s wel l a s th e uppe r Intermediat e Aquife r DNAP Ldelineatio nstud y conducte di nAugus t 200 7 an dreporte di nth e Synopsi s o f Site Geolog y & Hydrogeolog y (TRC , 2008)

. Figur e 1 0 depict s th e exten t o f DNAP Lpresen t

i nth e lowe r Intermediat e Aquife r

base do nobservations mad e durin g th e variou s site investigation s an dth e lowe r

Intermediat e Aquife r

DNAP Ldelineatio nstudy conducte di nFebruary an dMarc h 200 7 a s reporte di nth e Synopsi s o f Site Geolog y & Hydrogeolog y (TRC, 2008) , an da s measure d durin g th e Decembe r

200 9 gaugin g event

. 3. 3 ANALYTICA LRESULT S
A s require db y th e FSP , groundwate r sample s wer e analyze dfo

r benzen e b y Metho dSW-802 1
an dfor semi-volatil e organi c compound s (SVOC ) b y Metho dSW-8270

. Al l laboratory analyse s wer e performe db y Pac e Analytical , i nSt

. Rose , Louisiana

. Th e constituent s o f conce m(COC ) for th e Site , a s liste di n th e ROD , ar e a s follows :
Benzene ; Benzo(a)anthracene ; Benzo(a)pyren e (BAP) ; Benzo(a)fluoranthene ; Benzo(b)fluoranthene ; Benzo(k)fluoranthene ; Bis(2-ethylhexyl)phthalate ; Carbazole ; Chrysene ; Dibenz(a,h)anthracene ; Dibenzofliran ; Indeno( l ,2,3,-c,d)pyrene ; Napththalene ; an d 2-Methylnaphthalen e

Th e 200 9 groundwate r

analytica l result s ar e summarize di n Tabl e 5

. Complet e analytica l report s ar e containe di nAppendi x A

. Th e Groundwate r Remediatio nGoal (GRG ) for eac hconstituent , a s liste di nth e ROD , i s presente dbelo w th e constituent

. Wher e adetectabl e concenfratio n for th e CO C was measured , th e analytica l resul t i s presente di nth e "value " column

. I f n o detectabl e concentratio nwas measured , th e valu e columni s blank

. Detectio nlimit s ar e provide di n th e "(DL) " colum nfor

al l analyses , regardles s o f

whethe r ameasurabl e concentratio nwa s reported

.

200 9 Annua l Groundwate r Monitorin g Repor t AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

### 3- 2 

## >TR C

### I f

th e concenfratio no f

th e constituen t

exceede dth e GRG , th e valu e i s marke di nbol dan d italicize dfor

eas e o f recognition

. Figure s 1 1 throug h2 2 illustrat e th e occurrenc e an dexten t o f dissolved-phas e semi-volatil e compound s an dDNAP Lfor eac haquifer

durin g eac ho f

th e four quarter s for

2009

. Analytica l result s ar e presente da s th e total SVO C concentration , th e combine d2-methylnaphthalene/ naphthalen e concenfration , an dth e BA Pequivalen t concentration

. Wher e thes e result s excee d th e GRG , ahatche dpatter nha s bee nplace daroun dth e well

. Additionally , individua l COC s greate r than th e respectiv e GR Gare presente di ntabular for ma t th e to p lef

t o f eac hfigure. Figure s 15 , 16 , 1 7 an d1 8 als o illustrat e th e estimate dexten t o f DNAP Li nbothth e uppe r an d lowe r Intermediat e Aquife r

a s determine db y th e DNAP Ldelineatio nstudie s complete di n2007

. 3.3. 1 Shallo w Aquife r Firs t Quarte r 200 9 (Quarterl y Event ) Figur e 1 1 present s th e analytica l result s for monitorin g conducte di nth e Shallo w Aquife r durin g th e first quarte r o f 2009

. Onl y on e ofth e four Shallo w Aquife r

monitorin g well s sample ddurin g th e first quarte r o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Th e GRG s for benzo(a)anthracene , benzo(b)fluoranthene , an dchrysen e wer e exceede di nMW-12A

. Measurabl e concentration s o f SVOC s wer e als o detecte di nMW-lO A an dMW-20 A durin g th e first quarte r o f 2009 ; howeve r

non e ofth e concentration s wer e abov e th e GRGs

. Th e remainin g Shallo w Aquife r

monitorin g wel l sample ddurin g th e first quarter , MW-14A , di dnot repor t an y detectio no f

SVOCs

. DNAP Lwa s no t

measure di nth e Shallo w Aquifer durin g th e first

quarte r of2009

. Secon dQuarte r

200 9 (Annua l Event ) Figur e 1 2 present s th e analytica l result s for monitorin g conducte di nth e Shallo w Aquife r durin g th e secon dquarte r

o f 2009

. Thre e o f

th e 1 1 Shallo w Aquife r

monitorin g well s sample ddurin g th e secon dquarte r

o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Th e GRG s for benzene , carbazole , an ddibenzofliranwer e exceede di nMW-3A , a s wel l a s th e tota l SVOC s an d th e combine d2-methylnaphthalene/naphthalen e GRGs

. Th e GR Gfo r carbazol e was exceede di n MW-8 A an dth e GRG s for benzo(a)anthracene , banzo(a)pyrene , benzo(b)fluorathene , benzo(k)fluoranthene , an dchrysene , a s wel l a s th e benzo(a)pyren e equivalen t concentratio n wer e exceede di nMW-12A

. Measurabl e concenfration s o f SVOC s wer e als o detecte di nMW

lO A an dMW-14 A durin g th e secon dquarte r o f 2009 ; howeve r

non e ofth e concenfration s wer e abov e th e GRGs

. Th e remainin g si x Shallo w Aquife r monitorin g well s sample ddurin g th e secon dquarte r

di dnot report an y detections o f

SVOCs

. DNAP Lwa s not observe di nth e Shallo w Aquife r

durin g th e secon dquarte r

o f 2009

.

200 9 Annua l Groundwate r Monitorin g Repor t

- y - ^ A T&S FAlbuquerqu e Superfun dSit e 7)~ D Jun e 201 0 

# ©TR C

### Thir dQuarte r 200 9 (Quarterl y Event ) Figur e 1 3 present s th e analytica l result s for monitorin g conducte di nth e Shallo w Aquife r durin g th e thir dquarte r

o f 2009

. Non e o f

th e four Shallo w Aquife r

monitorin g well s sample ddurin g th e thir dquarte r

o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Measurabl e concenfration s o f

SVOC s wer e detecte di nMW-lO A an dMW-20A ; however , n o GRG s wer e exceeded

. Th e remainin g tw o Shallo w Aquife r wells , MW-12 A an dMW-14A , sample ddurin g th e thir dquarte r

di dnot report an y detection s o f

SVOCs

. DNAP Lwas not observe di nth e Shallo w Aquife r

durin g th e thir dquarte r

o f 2009

. Fourt hQuarte r

200 9 (Semi-Annua l Event ) Figur e 1 4 present s th e analytica l result s for monitorin g conducte di nth e Shallo w Aquife r durin g th e fourt hquarte r o f 2009

. Tw o o f

th e five Shallo w Aquife r

monitorin g well s sample ddurin g th e fourt hquarte r o f 200 9 ha dindividua l COC s detecte dabov e th e GRGs

. Th e GRG s for benzo(a)anthracene , benzo(a)pyrene , benzo(b)fluoranthene , benzo(k)fluoranthene , an dcarbazol e wer e exceede di nMW-8A(R ) an dth e GR Gfor benzo(a)anthracen e was exceede di nMW-12A

. Measurabl e concentration s o f SVOC s wer e als o detecte di nMW-lOA ; however , th e GRG s wer e not exceeded

. Th e remainin g tw o Shallo w Aquife r monitorin g well s sample ddurin g th e fourt h quarter , MW-14 A an dMW-20A , di dnot report an y detections o f

SVOCs

. DNAP Lwas no t detecte di nth e Shallo w Aquife r durin g th e fourt

hquarte r o f 2009

. 3.3. 2 Intermediat e Aquife r Fu-s t Quarte r 200 9 (Quarterl y Event ) Figur e 1 5 present s th e analytica l result s for monitorin g conducte di nth e Intermediat e Aquife r durin g th e first

quarte r o f 2009

. Non e ofth e five Intermediat e Aquifer monitorin g well s sample d durin g th e first

quarte r o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Measurabl e concenfration s o f

SVOC s wer e detecte di nMW-8B , MW- 1 OB , an dMW-20 B durin g th e first quarte r o f 2009 ; however , non e ofth e concentration s wer e abov e th e GRGs

. Th e remainin g tw o Intermediat e Aquife r

monitorin g well s sample ddurin g th e first quarter , MW-12 B an dMW-15B , di dnot repor t an y detectio no f

SVOCs

. DNAP Lwas measure di nrecovery well s MW-19B , MW-22B , an dMW-23B

. DNAP Lthicknesse s range dfrom ashee ni nMW-23 B t o 7.3 4 feet i n MW-22B

. Secon dQuarte r

200 9 (Annua l Event ) Figur e 1 6 present s th e analytica l result s for monitorin g conducte di nth e Intermediat e Aquife r durin g th e secon dquarte r

o f 2009

. Two o f

th e 1 4 Intermediat e Aquife r monitorin g well s sample ddurin g th e secon dquarte r o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Th e GRG s for benzo(a)anthracen e an ddibenzofliranwer e exceede di nMW-6B , whil e th e GR Gfor carbazol e was exceede di nMW-8

. Measurabl e concentration s o f SVOC s wer e als o detecte di n

200 9 Annua l Groundwate r Monitorin g Repor t

- 3 A t^^ t , , AT&S FAlbuquerqu e Superfun dSit e J-T

- VL7 ' | |^C > Jun e 201 0 Vi3 ' ^ ^# 

### MW-12B , MW-16B , an dMW-17B ; howeve r n o GRG s wer e exceeded

. Th e remainin g nin e Intermediat e Aquife r

monitorin g well s sample ddurin g th e secon dquarte r di dnot report an y detection s o f

SVOCs

. DNAP Lwas measure di nrecovery well s MW-19B , MW-22B , an dMW

23B

. DNAP Lthicknesse s range dfromapproximatel y five one-hundredth s o f afoo t i nMW-23 B t o 7.4 2 feet

i nMW-22B

. Thir dQuarte r

200 9 (Quarterl y Event ) Figur e 1 7 present s th e analytica l result s for monitorin g conducte di nth e Intermediat e Aquife r durin g th e thir dquarte r

o f 2009

. Tw o o f

five Intermediat e Aquife r

monitorin g well s sample d durin g th e thir dquarte r

o f 200 9 ha danindividua l CO C detecte dabov e th e GRGs

. Th e GR Gfor carbazol e wa s exceede di nMW-8 B an dth e GR Gfor benzo(a)anthracen e was exceede di nMW

12B

. Measurabl e concentration s o f SVOC s wer e als o detecte di n MW- 1 OB ; however , n o GRG s wer e exceeded

. Th e remainin g tw o Intermediat e Aquife r monitorin g well s sample ddurin g th e thir dquarter , MW-15 B an dMW-20B , di dnot report an y detections o f

SVOCs

. DNAP Lwa s measure di nrecover y well s MW-19B , MW-22B , an dMW-23B

. DNAP Lthicknesses range d fromapproximatel y on e tentho f afoot i nMW-23 B t o approximatel y 7.3 2 feet i nMW-22B

. Fourt hQuarte r

200 9 (Semi-Annua l Event ) Figur e 1 8 present s th e analytica l result s for monitorin g conducte di nth e Intermediat e Aquife r durin g th e fourt

hquarte r o f 2009

. Thre e o f

th e eigh t Intermediat e Aquife r

monitorin g well s sample ddurin g th e fourt

hquarte r o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Th e GRG s wer e exceede dfor

carbazol e an ddibenzoftirani nMW-6B , for carbazol e i nMW-8 B an d MW-12B

. Measurabl e concenfration s o f SVOC s wer e als o detecte di nMW-20B ; however , n o GRG s wer e exceeded

. Th e remainin g four Intermediat e Aquife r

monitorin g well s sample d durin g th e fourt

hquarter , MW- 1 OB , MW-15B , MW-16B , an dMW-24B , di dnot report an y detection s o f

SVOCs

. DNAP Lwa s measure di nrecovery well s MW-19B , MW-22B , an dMW

23B

. DNAP Lthicknesse s range dfromapproximatel y one-tentho f afoot i nMW-23 B t o approximatel y 7.3 4 feet

i nMW-22B

. 3.3. 3 Dee p Aquife r Firs t Quarte r 200 9 (Quarterl y Event ) Figur e 1 9 present s th e analytica l result s for monitorin g conducte di nth e Dee p Aquife r durin g th e first quarte r o f 2009

. Non e o f

th e five Dee p Aquifer

monitorin g well s sample ddurin g th e first quarte r o f 200 9 ha dindividua l COC s detecte dabove th e GRGs

. Measurabl e concentration s o f SVOC s wer e detecte di nMW-28CU , MW-28CL , MW-29C U an dMW-29CL ; however , non e o f th e concentration s wer e above th e GRGs

. Th e remainin g Dee p Aquife r monitorin g wel l sample d durin g th e first

quarter , MW-27C , di dnot report an y detectio no f

SVOCs

. DNAP Lwas not observe di nth e Dee p Aquife r durin g th e first

quarte r o f 2009

.

200 9 Annua l Groundwate r Monitorin g Repor t

- j c A T&S FAlbuquerqu e Superfun dSit e J~. 3 Jun e 201 0

### Secon dQuarte r 200 9 (Annua l Event ) Figur e 2 0 present s th e analytica l result s for monitorin g conducte di n th e Dee p Aquife r durin g th e secon dquarte r

o f 2009

. Non e o f

th e 1 2 Dee p Aquife r

monitorin g well s sample ddurin g th e secon dquarte r

o f 200 9 ha da

nindividua l CO C detecte dabov e th e GRGs

. Measurabl e concenfration s o f

SVOC s wer e detecte di n MW-9CU , MW-25C , an dMW-28CL ; however , n o GRG s wer e exceeded

. Th e remainin g nin e Dee p Aquife r monitorin g well s sample ddurin g th e secon dquarte r

di dnot report an y detections o f

SVOCs

. DNAP Lwas no t

observe di n th e Dee p Aquife r durin g th e secon dquarte r

o f 2009

. A s discusse di nSectio n2.3 , monitorin g wel l MW

9C Lwa s not

sample ddu e t o grou t

intmsion

. Thir dQuarte r

200 9 (Quarterl y Event ) Figur e 2 1 present s th e analytica l result s for monitorin g conducte di n th e Dee p Aquifer durin g th e thir dquarte r

o f 2009

. Non e ofth e flve Dee p Aquifer monitorin g well s sample ddurin g th e thir d quarte r o f 200 9 ha dan individua l CO C detecte dabov e th e GRG

. Measurabl e concenfration s o f SVOC s wer e detecte di nMW-27C , MW-28CU , MW-28CL, an dMW-29CU ; however , n o GRG s wer e exceeded

. Th e remainin g Dee p Aquife r monitorin g wel l sample ddurin g th e thir dquarter , MW-29CL , di dnot

report an y detections o f

SVOCs

. DNAP Lwas no t observe di n th e Dee p Aquife r durin g th e thir dquarte r

o f 2009

. Fourt hQuarte r

200 9 (Semi-Annua l Event ) Figur e 2 2 present s th e analytica l result s for monitorin g conducte di n th e Dee p Aquife r durin g th e fourt hquarte r o f 2009

. Non e o f

th e si x Dee p Aquife r

monitorin g well s sample ddurin g th e fourt hquarte r o f 200 9 ha dindividua l COC s detecte dabov e th e GRGs

. Measurabl e concenfration s o f

SVOC s wer e detecte di nMW-28C Lan dMW-29CL ; however , th e GR Gwa s not exceeded

. Th e remainin g four Dee p Aquifer

monitorin g well s sample ddurin g th e fourt h quarter , MW-25C , MW-27C , MW-28CU , an dMW-29CU , di dno t report an y detections o f SVOCs

. DNAP Lwas no t

detecte di nth e Dee p Aquife r durin g th e fourt

hquarte r o f 2009

. 3.3. 4 Qualit y Contro l Complete analytica l report s ar e containe di nAppendi x A

. Appendi x A als o include s alette r fromPac e Analytica l Laboratories that clarifie s th e definitio no f

"ND " o n analytica l results

. N D reporte dunde r

th e resul t

columnwhe nassociate dwithth e MD Lcolumnindicate dthat th e analyt e wa s not

detecte da t o r abov e th e metho ddetectio nlimit

. Firs t Quarte r 200 9 (Quarterl y Event ) A s discusse di nAppendi x B , quality contro l (QC ) dat aassociate dwithth e first quarte r o f 200 9 indicate s that

measuremen t

dat aar e defensibl e an dthat reliability i s generall y withi n th e expecte dlimit s o f

samplin g an danalytica l error
. Targe t analyte s wer e no t

detecte di nreporte d

200 9 Annua l Groundwate r Monitorin g Repor t

- y f

- ,^^ i

. . . , . . AT&S FAlbuquerqu e Superfun dSit e -'" O (t ^ I RC ^ Jun e 201 0 V^ " ^ ^# 

### metho dblanks

. Th e followin g Q A issue s wer e identifie ddurin g th e first quarte r dat aquality assuranc e review :

• Reporte dresult s for

al l targe t analyte s ar e likel y biase dlo w i nsampl e 0903-MW-12 B basedo nMS/MS D results

. Thes e lo w biase s ma y exten dt o othe r sample s collecte da s part ofthi s project

.

• Th e reporte dconcentratio n o f bis(2-ethylhexyl)phthalat e i nsampl e 0903-MW-29C U ma y b e biase dhig hbase do nsurrogat e recoveries

.

• 

### Result s for

benzo(a)anthracene , benzo(b)fluoranthene , benzo(a)pyrene , an dchrysen e i n sample s collecte dfromMW-12 A includ e excessiv e variability base do nfieldduplicat e results

. Thi s increase dimprecisio nmay exten dt o othe r sample s collecte da s part

ofthi s project

. Reportin g limit s associate dwithnon-detecte dresult s for carbazol e i nal l submitte dsample s ar e greate r tha nth e QAPP-require dreportin g limit

. Secon dQuarte r

200 9 (Annua l Event ) A s discusse di nAppendi x B , quality contro l (QC ) dat aassociate dwithth e secon dquarte r o f 200 9 indicate s that

measuremen t

dat aar e defensibl e an dthat reliability i s generall y withi nth e expecte dlimit s o f

samplin g an danalytica l error
. Pleas e not e that th e analytica l laboratory inadvertentl y reporte dtoluene , ethylbenzene , an dxylenes a s part ofth e SW-802 1 analysi s with benzen e durin g th e secon dquarte r monitorin g period

. A s aresult , th e result s wer e include da s part ofth e overal l Q A revie w althoug hth e analyte s ar e no t include di nth e site-specifi c CO C list

.

Th e followin g Q A issue s wer e identifie ddurin g th e secon dquarte r dat aquality assuranc e review :

•

• 

### Concentration s o f

toluen e i n sample s 0906-MW-8A(R) , 0906-MW-8B , an d0906-EB-0 3
ma y includ e significan t

measuremen t

contribution s fromlaboratory source s o f contaminatio nbase do n ametho dblan k detection.
Base do nMS/MS D results , reporte dresult s for al l Polycycli c Aromati c Hydrocarbo n (PAH ) compound s i nsample s 0906-MW-ll B an d0906-MW-lO B ar e likel y biase dlo w du e t o matri x interferences

. Thes e lo w biase s may exten dt o othe r sample s collecte da s part o f thi s event

.

200 9 Annua l Groundwate r Monitorin g Repor t AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

# 3- 7 ©TR C

### • Reporte dconcentration s o f BTE X compound s i nsample s 0906-DUP-0 3 an d0906-MW

3 A ma y b e biase dhig hbasedo nsurrogat e recoveries

. Reportin g limit s associate dwithnon-detecte dresult s for carbazol e i nal l submitte dsample s ar e greate r tha nth e QAPP-require dreportin g limit

. Thir dQuarte r

200 9 (Quarterl y Event ) A s discusse di n Appendi x B , quality contro l (QC ) dat aassociate dwithth e thir dquarte r o f 200 9 indicate s that

measuremen t

dat aar e defensibl e an dthat reliability i s generall y withi nth e expecte dlimit s o f

samplin g an danalytica l error
. Th e followin g Q A issue s wer e identifie d durin g th e thir dquarte r

dat aquality assuranc e review :

• Base do nMS/MS D results , reporte dresult s for al l PA H compound s i nsampl e 0909

- MW-12 B ar e likel y biase dlo w du e t o matri x interferences

. Thes e lo w biase s may exten d t o othe r sample s collecte da s part

ofthi s event

.

• Reportin g limit s associate dwithnon-detecte dresult s for carbazol e i nal l submitte d sample s ar e greate r

tha nth e QAPP-require dreportin g limit

. Fourt hQuarte r

200 9 (Semi-Annua l Event ) A s discusse di nAppendi x B , quality confro l (QC ) dat aassociate dwithth e fourt hquarte r o f 200 9 indicate s that

measuremen t

dat aar e defensibl e an dthat reliability i s generall y withi nth e expecte dlimit s o f

samplin g an danalytica l error
. Th e followin g Q A issue s wer e identifie d durin g th e fourt

hquarte r dat aquality assuranc e review :

• Base do nMS/MS D results , reporte dresult s for al l PA H compound s i nsampl e 0912

- MW-6 B ar e likel y biase dlo w du e t o matri x interferences

. Thes e lo w biase s ma y exten d t o othe r sample s collecte da s part

ofthi s event

.

• 

### Reportin g limit s associate dwithnon-detecte dresult s for carbazol e i nal l submitte d sample s ar e greate r

thanth e QAPP-require dreportin g limit

. Fiel dduplicat e result s for

sample s 0912-MW-12 B an d0912-DUP-O l ar e indicativ e o f excessiv e variability for

reporte dconcentration s o f benzo(a)anthracen e an dchrysen e i nsample s collecte d
a t MW-12B

. Thi s increase dimprecisio nmay exten dt o othe r sample s collecte da s part

ofthi s project

.

200 9 Annua l Groundwate r Monitorin g Repor t

- j Q A T&S FAlbuquerqu e Superfun dSit e - 5 " O Jun e 201 0 

# ©TR C

### 3. 4 DISSOLVED-PHAS EPLUM EEVALUATIO N

3.4. 1 Shallo w Aquife r Dissolved-phas e impact s t o th e Shallo w Aquife r occu r primaril y i nth e sout

hcenfra l part o f th e Site , immediatel y adjacen t

t o o r down-gradien t

ofth e former

WWR

. Figur e 12 , whic hpresent s th e exten t o f dissolved-phas e impact s identifie di nth e Shallo w Aquife r durin g th e secon dquarte r (annua l event) , provide s th e mos t complet e pictur e ofth e dissolved-phas e impact s t o th e Shallo w Aquifer

. O f

th e eleve nShallo w Aquife r monitorin g well s sample ddurin g th e secon dquarter , MW-3A , whic hi s sample donl y durin g th e armua l groundwater

monitorin g event , ha dth e highes t concenfratio no f

dissolved-phas e constituent s i nth e Shallo w Aquife r (10,71 9 ^ig/L)

. Locate ddirectl y eas t

o f th e former

WWR , MW- 3 A i s impacte dprimaril y withnaphthalen e an d 2-methylnapthalen e (10,23 1 |ig/L , combined) ; however , th e concentration s o f naphthalen e an d 2-methylnaphthalen e declin e markedl y down-gradien t (t o th e east ) before reachin g th e Sit e boundary (MW-8A(R))

. Th e concentratio no f naphthalen e presen t

i nMW-8A(R) i s wel l belo w th e GR Gan d2-methylnaphthalen e i s no t detecte di nMW-8A(R)

. Furthe r down-gradient , monitorin g well s MW-20 A an dMW-14A , sample ddurin g eac hquarte r o f 2009 , di dnot

report
an y detections o f

naphthalen e o r

2-methylnaphthalene

. Lesse r concentration s o f

benzene , carbazole , an ddibenzofliran , al l o f whic hexceede dth e individua l GRGs , ar e als o presen t i n MW- 3 A

. Benzen e wa s als o note ddown-gradien t i n MW-14 A durin g th e armua l event , althoug h th e concenfratio n(1.1 2 |J.g/L ) was belo w th e GRG

. Concentrations o f PA H compound s i nMW

8A(R ) durin g th e fourt

hquarte r (Figur e 14 ) excee dsevera l ofth e GRGs ; however , th e B(a) P equivalenc y concentratio ni s slightl y belo w th e GRG

. T o th e wes t

ofth e former

WW Ri nagenera l up-gradien t direction , dibenzofuranwas reporte di n MW-lO A throughou t

2009 , althoug hth e concenfration s neve r exceede dth e GRG

. Bis(2

- ethylhexyl)phthalat e wa s als o detecte di nMW-lO A i nthre e ofth e four quarter s an dnaphthalen e i non e ofth e four

quarters ; howeve r

non e ofth e concentration s wer e above th e GRG

. T o th e southofth e former WWR , PA H concentration s fluctuatedi nMW-12 A throughou t th e year withsevera l exceedin g th e individua l GRGs

. However , th e benzo(a)pyren e (B(a)P ) equivalenc y GR Gwas no t

exceede di nan y o f

th e four quarter s o f

2009 , whic hcontinue s afrend identifle di n200 8 wher e th e B(a) Pequivalenc y GR Gwas no t exceede di nth e groundwate r sample s collected

. Thi s mark s adepartur e fromth e tren didentifie di n2007 , wher e th e B(a) P equivalenc y GR Gwa s exceede di nal l four monitorin g events

. "Non-detect " result s from groundwater monitorin g well s locate di nth e northe mhal f o f th e Site , outsid e th e easte mfence , southo f MW-12A , an dwes t

o f MW-lOA , indicat e that

th e Shallo w Aquife r dissolved-phas e plum e i s stabl e an dlocate dprimaril y withi nth e Sit e boundaries

.

200 9 Annua l Groundwate r Monitorin g Repor t AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

## 3- 9 ©TRC

### 3.4. 2 Intermediat e Aquife r

Th e natur e an dexten t

o f th e DNAP Li nth e Intermediat e Aquife r wa s fiirther

refine ddurin g th e first an dthir dquarter s o f

200 7 throug haserie s o f steppe dinvestigations

. A s previousl y documente di nFigure s 9 an d10 , th e majority o f free-phase DNAP Li s presen t i nth e Intermediat e Aquife r

eithe r a s awidesprea dneutrally-buoyan t plum e i nth e uppe r

Intermediat e Aquife r o r a s isolate dpool s a

t th e bas e ofth e lowe r

Intermediat e Aquifer

. Althoug hth e majority o f

th e DNAP Li s presen t

i n th e Intermediat e Aquifer , n o dissolved-phas e plume s exceedin g th e calculate dvalues wer e identifle ddurin g 2009

. Individua l COCs , includin g benzo(a)anthracene , carbazole , an ddibenzoftiranwer e note da s periodicall y exceedin g thei r respectiv e GRG s i n MW-6B , MW-8B , an dMW-12B , durin g th e second , third , an dfourt h quarter s o f 2009

. Figur e 16 , whic hpresent s th e exten t o f dissolved-phas e impact s identifie di nth e Intermediat e Aquife r durin g th e secon dquarte r (armual event) , provide s th e mos t complet e pictur e o f

th e dissolved-phas e impact s t o th e Shallo w Aquifer

. Simila r t o th e Shallo w Aquifer , dissolved

phas e impact s t o th e Intermediat e Aquifer ar e locate dprimaril y i nth e south-centra l par t o f th e Site , t o th e sout

han deas t o f th e neutrally-buoyan t

plum e i nth e uppe r

Intermediat e Aquifer

. O f th e fourtee nIntermediat e Aquife r monitorin g well s sample ddurin g th e secon dquarter , MW-6 B ha dth e highes t

concentratio no f

dissolved-phas e constituent s i nth e Intermediat e Aquife r (22.6 2 Ug/L)

. Thi s concentratio ni s belo w th e tota l SVO C GR Go f 82. 6 ^g/L

. Impact s t o outlyin g well s includ e MW-17B , locate dnear th e northe mboundar y o f th e Site , whic hha danestimate dconcenfratio no f naphthalen e i n th e secon dquarter ; an dMW-20 B locate doutsid e th e easte mfence , whic hha delevate dconcentration s o f dibenzoftiran , bis(2

- ethylhexyl)phthalate , 2-methylnaphthalene , an dnaphthalen e durin g th e first quarter , an dbis(2

- ethylhexyl)phthalat e durin g th e fourt hquarter

. Not e that

n o detection s o f

organi c compound s wer e reporte di nMW-20 B durin g th e secon dan dthir dquarters

. "Non-detect " result s fromth e remainin g groundwate r monitorin g well s complete di n th e Intermediat e Aquife r

indicat e that

th e Intermediat e Aquifer

dissolved-phas e plum e i s stabl e an d locate dprimaril y withi nth e Sit e boundaries

. 3.4. 3 Dee p Aquife r N o discemibl e dissolved-phas e plume s wer e identifie di n th e Dee p Aquifer durin g 2009

. Th e exceedanc e o f

th e B(a) Pequivalenc y GR Gidentifie di nMW-28C Lan dMW-29C U durin g th e fourt hquarte r o f 200 8 wa s no t

repeate di nan y ofth e four

quarter s o f

2009

. Th e primary analyt e detecte di nth e groundwate r sample s collecte dfromth e Dee p Aquife r i n200 9 was bis(2

- ethylhexyl)phthalate , accountin g for eleve no f

th e 1 5 reporte ddetections

. Naphthalen e an d

200 9 Annua l Groundwate r Monitorin g Repor t

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# ©TR C

### benzo(a)anthracen e accounte dfor th e othe r four detections , althoug hn o rea l trend s coul db e identified

. Non e o f

th e 1 5 reporte ddetections exceede dth e respectiv e GRGs

. A t th e reques t

o f EPA , BNS Fha s amende dth e monitorin g schedul e t o includ e al l Dee p Aquife r monitorin g well s i neac hquarte r

an dwil l continu e t o monito r th e aquifer

t o determin e i f

ther e ar e an y trends

.

200 9 Annua l Groundwate r Monitorin g Repor t

^1 1 AT&S FAlbuquerqu e Superfun dSit e r>- l 1 Jun e 201 0

## 4. 0 CONCLUSION S

Th e followin g conclusion s wer e develope dbase do nth e dat acollecte ddurin g th e 200 9 groundwate r

monitorin g events :

• Result s fromth e Firs t Quarte r 200 9 Monitorin g Even t

ar e summarize da s follows : Shallo w Aquifer : On e ofth e four well s sample d(MW-1 2 A ) ha d individua l SVOC s that

exceede dth e GRGs

. Non e o f th e calculate dGRG s wer e exceeded

. Intermediat e Aquifer : Non e o f th e five well s sample dha d individua l SVOC s that

exceede dth e GRGs

. Non e o f th e calculate dGRG s wer e exceeded

. Dee p Aquifer : Non e o f

th e five well s sample dha dindividua l SVOC s that

exceede dth e GRGs

. Non e o f th e calculate dGRG s wer e exceeded

.

• Result s fromth e Secon dQuarter 200 9 Monitorin g Even t

ar e summarize d a s follows : Shallo w Aquifer : On e o f th e thre e well s sample dfor benzen e (MW- 3 A ) exceede dth e benzen e GRG

. Thre e ou t o f th e 1 1 well s sample d(MW-3A , MW-8A(R) , an dMW-12A) ha dindividua l SVOC s that

exceede dth e GRGs

. Th e total SVO C GR Gan dth e combine d2-Methylnaphthalene/Naphthalen e GR Gwer e exceede d i nwell s MW-3A

. Intermediat e Aquifer : Th e on e wel l sample dfor benzen e di dno t excee dth e benzen e GRG

. Tw o ofth e 1 4 well s sample d(MW-6 B an dMW-8B ) ha dindividua l SVOC s that exceede dth e GRGs

. Non e ofth e calculate dGRG s wer e exceeded

. Dee p Aquifer : Non e ofth e 1 2 well s sample dha da nindividua l SVOC s that

exceede dth e GRG

. Non e o f th e calculate dGRG s wer e exceeded

.

200 9 Annua l Groundwate r Monitorin g Repor t

A A .^ ^ AT&S FAlbuquerqu e Superfun dSit e T' " i ll ^ I Jun e 201 0

### Result s fromth e Thir dQuarter 200 9 Monitorin g Even t

ar e summarize da s follows : Shallo w Aquifer : Non e o f th e four well s sample dha dindividua l SVOC s that

exceede dth e GRGs

. Non e o f th e calculate dGRG s wer e exceeded

. Intermediat e Aquifer : Two o f th e five well s sample d(MW-8 B an dMW-12B ) ha danindividua l SVO C that exceede dth e GRGs

. Non e ofth e calculate dGRG s wer e exceeded

. Dee p Aquifer : Non e o f

th e five well s sample dha da nindividua l SVO C that

exceede dth e GRGs

. Non e o f th e calculate dGRG s wer e exceeded

. Result s fromth e FourthQuarter 200 9 Monitorin g Even t

ar e sunmiarize d a s follows : Shallo w Aquifer : Tw o o f th e five well s sample d(MW-8A(R ) an dMW-12A ) ha dindividua l SVOC s that exceede dth e GRGs

. Non e ofth e calculate dGRG s wer e exceeded

. Intermediat e Aquifer : Thre e o f th e eigh t well s sample d(MW

6B , MW-8B , an dMW-12B ) ha dindividua l SVOC s that exceede d th e GRGs

. Non e ofth e calculate dGRG s wer e exceeded

. Dee p Aquifer : Non e o f

th e si x well s sample dha dindividua l SVOC s that

exceede dth e GRGs

. Non e o f th e calculate dGRG s wer e exceeded

. DNAP Li s no t

observe di nth e Shallo w Aquifer

. DNAP Li s presen t i nth e uppe r Intermediat e Aquife r

i naneutrally-buoyan t

stat e an di nth e lowe r Intermediat e Aquife r

i nfour isolate dpools

. DNAP Li s not observe di n th e Dee p Aquifer

. DNAP Lcontinue s t o b e recovere dfromMW-19B , MW-22B , an dMW-23B

. Approximatel y 3 5 gallon s o f DNAP Lwer e recovere di n2009 , bringin g th e tota l volum e o f recovere dDNAP Lt o 67 3 gallon s sinc e 2003

. Analytica l result s reporte di n200 9 indicat e that th e free-phas e an d dissolved-phas e plume s ar e stabl e an dlocate dprimaril y i nth e south

centra l portio no f

th e Site

. Si x wells , MW-3A , MW-8A(R) , an dMW

12A i nth e Shallo w Aquifer ; an dMW-6B , MW-8B , an dMW-12 B i nth e Intermediat e Aquifer , ha dat leas t on e reporte dconcentratio no f a nSVO C that exceede dth e respectiv e GR Ga t leas t onc e durin g 2009

. Onl y on e well , MW-3 A ha dacalculate dconcentratio nthat exceede dth e GRG

. Bothth e tota l SVO C GR G(82. 6 |j.g/L) an dth e combine dnaphthalene/2

-

200 9 Annua l Groundwate r Monitorin g Repor t

A r
. AT&S FAlbuquerqu e Superfun dSit e T— Z Jun e 201 0

### methylnaphthalen e GR Gwer e exceede di nMW-3 A durin g th e secon d quarte r o f 2009

. Th e benzen e GR Gwas als o exceede di nMW- 3 A durin g th e secon dquarter

.

•

200 9 Annua l Groundwate r Monitorin g Repor t

A y , AT&S FAlbuquerqu e Superfun dSit e ^ " J Jun e 201 0

# 5. 0 REFERENCE S

Radia nIntemational

. (1997)

. Groundwate r Monitorin g Program , 199 6 Annua l Repor t fo r The Atchison , Topekaan dSant aF e Railway Company , Forme r Ti e Treatin g Facility , Albuquerque , Ne w Mexico , Albuquerque , New Mexico

. TR C Enviroimienta l Corporation

. (2006)

. Fina l Fiel dSamplin g Plan , AT&S FAlbuquerqu e Superfun dSite , Albuquerque , Ne w Mexico , Houston , Texas

. Unite dState s Envirotmienta l Protectio nAgenc y (EPA ) Regio n6

. (2002)

. Recor do f Decisio n (ROD) , AT&S FAlbuquerqu e Superfun dSite , Albuquerque , New Mexico

.

200 9 Annua l Groundwate r Monitorin g Repor t A T&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

# 5- 1 ©TR CI )

. 1

• r r ^ -

y I ' i • , ' ' '' v

20tf 9 Anima l Groundwate r

Monitorin g Report A T&S FAlbuquerqu e .Superfun dSit e Jun e 201 0 

# TABLE S

CTR C

## TABL E2

. GROUNDWATE RELEVATIO N DAT A (2007-2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-OI A

MW-OI B

MW-02 A

MW-02 B

MW-03 A

MW-04 A Dat e o f

Measuremen t Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 To p o f

Casin g Elevatio n (f t MSL ) 4930.3 7 4930.3 7 4930.3 7 4930.3 7 4930.3 7 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 15.0 1 14.4 3 14.1 2 14.5 4 14.9 0 Groundwate r

Elevatio n 

### (f t 

### MSL ) 1 4915.3 6 4915.9 4 4916.2 5 4915.8 3 4915.4 7 Plugge d& Abandone d- May 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 4930.7 2

4930.7 2 4930.7 2 4930.7 2 4930.7 2 0

0 0 0 0 15.9 0

15.3 4 15.04 15.5 0 15.8 0 4914.8 2

4915.3 8 4915.6 8 4915.2 2 4914.9 2 Plugge d& Abandone d- May 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 4935.0 2

4935.0 2 4935.0 2 4935.0 2 4935.0 2 0

0 0 0 0 20.7 6

20.3 6 20.0 5 20.2 3 20.6 0 4914.2 6

4914.6 6 4914.9 7 4914.7 9 4914.4 2 Plugge d& Abandone d- May 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 4935.0 0

4935.0 0 4935.0 0 4935.0 0 4935.0 0 0.4 4

0.4 2 0.4 5 0 0 21.4 6

21.0 5 21.7 4 21.1 2 21.4 1 4913.5 4

4913.9 5 4913.2 6 4913.8 8 4912.4 9 Plugge d& Abandone d- May 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 4934.8 2

4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4934.8 2 4935.0 8 4935.0 8 4935.0 8 4935.0 8 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22.7 9

22.3 5 22.1 3 22.3 8 22.6 1 22.5 7 21.8 8 22.1 1 22.4 7 22.0 2 21.8 1 21.9 1 21.95 21.5 2 21.3 8 21.5 6 4912.0 3

4912.4 7 4912.6 9 4912.4 4 4912.2 1 4912.2 5 4912.9 4 4912.7 1 4912.3 5 4912.8 0 4913.0 1 4912.9 1 4913.1 3 4913.5 6 4913.7 0 4913.5 2

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# TABLE2

. GROUNDWATE RELEVATIO N DAT A (2007 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU I D

MW-04 A

MW-05 A

MW-05 B

MW-05C L Dat e o f

Measuremen t Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 To p of

Casin g Elevatio n (f t MSL ) 4935.0 8 4935.0 8 4935.0 8 4935.0 8 4935.0 8 4935.0 8 4935.0 8 4935.0 8 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.8 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4935.6 0 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 21.7 6 21.7 0 21.9 0 21.3 2 21.6 7 21.2 8 21.0 4 21.1 1 23.0 4 22.65 22.5 9 22.6 1 22.8 0 22.8 4 22.3 8 22.3 5 22.7 0 22.4 3 22.1 6 22.1 5 22.6 7 22.2 4 22.0 5 22.3 0 22.4 5 22.3 9 21.8 8 22.0 7 22.4 1 21.9 6 21.7 5 21.8 5 22.4 1 22.0 2 21.8 7 22.0 4 22.1 7 22.1 9 21.6 6 21.8 1 Groundwate r

Elevatio n (f t MSL ) 4913.3 2 4913.3 8 4913.1 8 4913.7 6 4913.4 1 4913.8 0 4914.0 4 4913.9 7 4912.7 6 4913.1 5 4913.2 1 4913.1 9 4913.0 0 4912.9 6 4913.4 2 4913.4 5 4913.1 0 4913.3 7 4913.6 4 4913.6 5 4912.9 3 4913.3 6 4913.5 5 4913.3 0 4913.1 5 4913.2 1 4913.7 2 4913.5 3 4913.1 9 4913.6 4 4913.8 5 4913.7 5 4912.3 3 4912.7 2 4912.8 7 4912.7 0 4912.5 7 4912.5 5 4913.0 8 4912.9 3

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## TABL E2

. GROUNDWATE RELEVATIO N DAT A (2007-2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-05C L

MW-05C U

MW-06 B

MW-07 B Dat e o f

Measuremen t Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 To p of

Casin g Elevatio n (f t MSL ) 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.7 4 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4934.1 8 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 4936.1 1 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 22.1 0 21.7 3 21.5 1 21.5 5 22.4 7 22.0 8 21.9 3 22.1 0 22.2 2 22.2 6 21.7 1 21.8 7 22.1 9 21.7 5 21.5 5 21.6 1 22.2 4 21.7 8 21.5 7 21.8 3 22.1 0 22.0 0 21.3 1 21.5 6 21.8 7 21.4 2 21.2 5 21.3 2 25.0 8 24.7 0 24.5 8 24.7 1 24.8 3 24.9 5 24.3 5 24.4 3 24.7 3 24.1 7 24.2 5 24.1 5 Groundwate r

Elevatio n (f t MSL ) 4912.6 4 4913.0 1 4913.2 3 4913.1 9 4912.2 7 4912.6 6 4912.8 1 4912.6 4 4912.5 2 4912.4 8 4913.0 3 4912.8 7 4912.5 5 4912.9 9 4913.1 9 4913.1 3 4911.9 4 4912.4 0 4912.6 1 4912.3 5 4912.0 8 4912.1 8 4912.8 7 4912.6 2 4912.3 1 4912.7 6 4912.9 3 4912.8 6 4911.0 3 4911.4 1 4911.5 3 4911.4 0 4911.2 8 4911.1 6 4911.7 6 4911.6 8 4911.3 8 4911.9 4 4911.8 6 4911.9 6

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# TABLE2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

WeU I D

MW-07 C

MW-08A(R )

MW-08 B

MW-09 A Dat e o f

Measuremen t Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 To p o f

Casin g Elevatio n (f t MSL ) 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4935.6 2 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.4 3 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4930.7 7 4930.7 7 4930.7 7 4930.7 7 Approximat e

DNAP L Thicknes s (ft ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 27.1 8 27.3 0 27.3 0 26.7 2 26.8 2 27.6 2 27.0 0 26.5 2 26.8 0 26.9 0 26.7 5 26.0 2 23.4 2 23.0 4 22.9 1 23.0 2 23.1 6 23.2 3 22.6 4 22.7 0 22.9 1 22.7 7 22.5 5 22.3 6 23.3 8 22.9 9 22.8 2 23.0 1 23.2 0 23.2 3 22.5 7 22.7 2 23.0 3 22.7 1 22.5 1 22.4 8 15.9 3 15.4 6 15.0 6 15.3 6 Groundwate r

Elevatio n (f t MSL ) 4908.4 4 4908.3 2 4908.3 2 4908.9 0 4908.8 0 4908.0 0 4908.6 2 4909.1 0 4908.8 2 4908.7 2 4908.8 7 4909.6 0 4911.0 1 4911.3 9 4911.5 2 4911.4 1 4911.2 7 4911.2 0 4911.7 9 4911.7 3 4911.5 2 4911.6 6 4911.8 8 4912.0 7 4910.9 6 4911.3 5 4911.5 2 4911.3 3 4911.1 4 4911.1 1 4911.7 7 4911.6 2 4911.3 1 4911.6 3 4911.8 3 4911.8 6 4914.8 4 4915.3 1 4915.7 1 4915.4 1

Pag e 4 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superfun dSite

Marc h201 0

## TABL E2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

We U I D

MW-09 A

MW-09 B

MW-09C L

MW-09C U Dat e o f

Measuremen t Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 To p o f

Casin g Elevatio n (f t MSL ) 4930.7 7 4930.7 7 4930.7 7 4930.7 7 4930.7 7 4930.7 7 4930.7 7 4930.7 7 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.8 3 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.6 4 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 15.7 2 15.44 14.8 5 15.1 6 15.6 5 15.2 3 14.8 4 15.1 1 16.5 0 15.9 2 15.5 0 16.0 5 16.4 5 16.0 2 15.2 7 15.7 7 16.2 7 15.2 3 15.3 0 15.7 5 15.7 9 15.1 4 14.8 1 15.2 2 15.6 8 15.1 8 14.6 1 15.0 1 15.5 1 14.8 1 14.5 5 14.9 6 15.7 9 15.1 5 14.7 8 15.3 0 15.6 0 15.2 2 14.6 8 15.0 5 Groundwate r

Elevatio n (f t MSL ) 4915.0 5 4915.3 3 4915.9 2 4915.6 1 4915.1 2 4915.5 4 4915.9 3 4915.6 6 4914.3 3 4914.9 1 4915.3 3 4914.7 8 4914.3 8 4914.8 1 4915.5 6 4915.0 6 4914.5 6 4915.6 0 4915.5 3 4915.0 8 4914.8 5 4915.5 0 4915.8 3 4915.4 2 4914.9 6 4915.4 6 4916.0 3 4915.6 3 4915.1 3 4915.8 3 4916.0 9 4915.6 8 4914.8 5 4915.4 9 4915.8 6 4915.3 4 4915.0 4 4915.4 2 4915.9 6 4915.5 9

Pag e 5 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e SuperfimdSite

Marc h201 0

## TABL E2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-09C U

MW-lO A

MW-1 O B

MW-11 A Dat e o f

Measuremen t Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 To p o f

Casin g Elevatio n (f t MSL ) 4930.6 4 4930.6 4 4930.6 4 4930.6 4 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4930.9 8 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4931.2 9 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 4930.6 5 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 15.5 1 14.8 3 14.5 8 15.0 6 15.2 0 14.6 0 14.2 5 14.7 7 15.1 5 14.6 2 14.1 1 14.5 8 15.0 1 14.2 7 13.9 5 14.5 0 16.0 6 15.4 6 15.1 1 15.6 3 16.0 0 15.5 2 14.9 5 15.4 4 15.8 6 15.0 5 14.8 2 15.3 5 17.6 4 17.1 0 16.6 1 17.0 2 17.4 9 17.1 6 16.3 0 16.7 2 17.2 9 16.5 0 16.4 0 16.6 6 Groundwate r

Elevatio n (f t MSL ) 4915.1 3 4915.8 1 4916.0 6 4915.5 8 4915.7 8 4916.3 8 4916.7 3 4916.2 1 4915.8 3 4916.3 6 4916.8 7 4916.4 0 4915.9 7 4916.7 1 4917.0 3 4916.4 8 4915.2 3 4915.8 3 4916.1 8 4915.6 6 4915.2 9 4915.7 7 4916.3 4 4915.8 5 4915.4 3 4916.2 4 4916.4 7 4915.9 4 4913.0 1 4913.5 5 4914.0 4 4913.6 3 4913.1 6 4913.4 9 4914.3 5 4913.9 3 4913.3 6 4914.1 5 4914.2 5 4913.9 9

Pag e 6 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superfun dSite

Marc h201 0

## TABL E2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-1 I B

MW-12 A

MW-12 B

MW-14 A Dat e o f

Measuremen t Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 To p o f

Casin g Elevatio n (f t MSL ) 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4930.8 1 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.1 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4930.9 0 4930.9 0 4930.9 0 4930.9 0 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 17.6 6 17.1 2 16.7 0 17.1 8 17.5 8 17.2 5 23.5 1 16.8 8 17.3 7 16.1 8 16.5 0 16.8 3 17.8 9 17.3 9 16.8 5 17.1 2 17.6 1 17.3 5 16.5 5 16.8 6 17.4 3 17.0 1 16.6 0 16.8 0 18.0 1 17.4 8 17.1 2 17.5 6 17.9 2 17.6 1 16.8 6 17.3 0 17.7 5 16.8 0 16.9 0 17.2 2 20.2 5 19.9 7 20.4 2 20.3 5 Groundwate r

Elevatio n (f t MSL ) 4913.1 5 4913.6 9 4914.1 1 4913.6 3 4913.2 3 4913.5 6 4907.3 0 4913.9 3 4913.4 4 4914.6 3 4914.3 1 4913.9 8 4913.2 6 4913.7 6 4914.3 0 4914.0 3 4913.5 4 4913.8 0 4914.6 0 4914.2 9 4913.7 2 4914.1 4 4914.5 5 4914.3 5 4913.3 4 4913.8 7 4914.2 3 4913.7 9 4913.4 3 4913.7 4 4914.4 9 4914.0 5 4913.6 0 4914.5 5 4914.4 5 4914.1 3 4910.6 5 4910.9 3 4910.4 8 4910.5 5

Pag e 7 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superfun dSite

Marc h201 0

## TABLE2

. GROUNDWATE RELEVATIO N DAT A (2007 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

We U I D

MW-14 A

MW-15 B

MW-16 B

MW-17 B Dat e o f

Measuremen t Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 .Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 To p o f

Casin g Elevatio n (f t MSL ) 4930.9 0 4930.9 0 4930.9 0 4930.9 0 4930.9 0 4930.9 0 4930.9 0 4930.9 0 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.2 8 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4931.4 2 4936.6 8 4936.6 8 4936.6 8 4936.6 8 4936.6 8 4936.6 8 4936.6 8 4936.6 8 Approximat e

DNAP L Thicknes s (ft ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 19.5 7 20.7 4 19.7 7 19.0 9 17.1 3 19.5 8 19.2 4 18.9 5 21.4 0 21.0 6 20.9 2 21.0 6 21.2 0 21.3 7 20.6 6 20.7 3 21.0 4 20.7 9 20.6 2 20.4 8 20.9 6 20.5 9 20.4 1 20.6 0 20.8 0 20.8 7 20.1 1 20.2 9 20.6 1 20.2 5 20.1 1 20.0 8 24.25 23.8 2 23.7 1 23.8 8 23.9 8 24.0 1 23.5 1 23.6 8 Groundwate r

Elevatio n (f t MSL ) 4911.3 3 4910.1 6 4911.1 3 4911.8 1 4913.7 7 4911.3 2 4911.6 6 4911.9 5 4909.8 8 4910.2 2 4910.3 6 4910.2 2 4910.0 8 4909.9 1 4910.6 2 4910.5 5 4910.2 4 4910.4 9 4910.6 6 4910.8 0 4910.4 6 4910.8 3 4911.0 1 4910.8 2 4910.6 2 4910.5 5 4911.3 1 4911.1 3 4910.8 1 4911.1 7 4911.3 1 4911.3 4 4912.4 3 4912.8 6 4912.9 7 4912.8 0 4912.7 0 4912.6 7 4913.1 7 4913.0 0

Pag e 8 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e SuperfimdSite

Marc h201 0

## TABL E2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

We U I D

MW-17 B

MW-18 A

MW-18 B

MW-19 B

MW-20 A Dat e o f

Measuremen t Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 To p o f

Casin g Elevatio n (f t MSL ) 4936.6 8 4936.6 8 4936.6 8 4936.6 8 4935.9 8 4935.9 8 4935.9 8 4935.9 8 4935.9 8 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0.1 8 0.1 5 0.0 3 0.12 5 0.0 1 Dept ht o

Groundwate r (f t BTC ) 23.9 6 23.5 9 23.3 4 23.4 0 23.7 2 23.3 8 23.3 5 23.2 5 23.4 5 Groundwate r

Elevatio n (f t MSL ) 4912.7 2 4913.0 9 4913.3 4 4913.2 8 4912.2 6 4912.6 0 4912.6 3 4912.7 3 4912.5 3 Plugge d& Abandone d- May 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 4936.8 0

4936.8 0 4936.8 0 4936.8 0 4936.8 0 0

0 0 0 0 24.6 8

24.2 5 24.1 0 24.3 0 24.4 5 4912.1 2

4912.5 5 4912.7 0 4912.5 0 4912.3 5 Plugge d& Abandone d- May 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 4936.3 2

4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4936.3 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 4933.2 2 1.65

1.06 1.4 4 1.45 1.1 8 0.3 9 1.0 4 0.9 9 0.6 2 0. 7 1. 4 1.45 0 0 0 0 0 0 0 0 0 0 0 0 24.6 8

24.3 7 24.1 7 24.3 8 25.5 6 24.6 7 23.9 7 24.0 5 24.4 2 21.7 5 23.7 0 23.9 0 22.4 4 22.0 9 21.9 9 21.9 6 22.1 0 22.1 6 21.6 9 21.6 3 21.9 0 21.7 8 21.5 3 21.3 0 4911.6 4

4911.9 5 4912.1 5 4911.9 4 4910.7 6 4911.6 5 4912.3 5 4912.2 7 4911.9 0 4914.5 7 4912.6 2 4912.4 2 4910.7 8 4911.1 3 4911.2 3 4911.2 6 4911.1 2 4911.0 6 4911.5 3 4911.5 9 4911.3 2 4911.4 4 4911.6 9 4911.9 2

Pag e 9 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superpn dSite

Marc h201 0

## TABLE2

. GROUNDWATE RELEVATIO N DAT A (2007 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU E D

MW-20 B

MW-21 A

MW-21 B

MW-22 B

MW-23 B Dat e of

Measuremen t
Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 To p of

Casin g Elevatio n (f t MSL ) 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4933.0 5 4936.0 9 4936.0 9 4936.0 9 4936.0 9 4936.0 9 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 22.7 6 22.4 1 22.3 0 22.3 9 22.5 3 22.6 8 22.0 5 22.1 0 22.4 0 22.1 3 21.9 5 21.8 3 23.7 4 23.3 8

. 23.3 0 23.2 9 23.5 0 Groundwate r

Elevatio n 

### (f t 

### MSL ) 1 4910.2 9 4910.6 4 4910.7 5 4910.6 6 4910.5 2 4910.3 7 4911.0 0 4910.9 5 4910.6 5 4910.9 2 4911.1 0 4911.2 2 4912.3 5 4912.7 1 4912.7 9 4912.8 0 4912.5 9 Plugge d& Abandone d- Ma y 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 4936.6 8

4936.6 8 4936.6 8 4936.6 8 4936.6 8 0

0 0 0 0 24.3 7

23.9 5 23.8 1 24.0 0 24.1 3 4912.3 1

4912.7 3 4912.8 7 4912.6 8 4912.5 5 Plugge d& Abandone d- Ma y 200 8 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 4935.0 2

4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4935.0 2 4931.3 5 4931.3 5 4931.3 5 4931.3 5 7.2 3

7.1 8 8.1 3 8.0 6 7.2 7 7.2 5 5.9 8 7.2 3 7.3 4 7.4 2 7.3 2 7.3 4 0.1 8 0.0 5 0.0 2 0.0 2 21.9 7

21.6 4 21.4 1 20.8 1 21.8 6 21.8 8 21.2 5 21.4 8 21.7 2 20.9 8 21.0 0 21.2 5 17.1 4 16.7 2 16.3 9 16.8 4 4913.0 5

4913.3 8 4913.6 1 4914.2 1 4913.1 6 4913.1 4 4913.7 7 4913.5 4 4913.3 0 4914.0 4 4914.0 2 4913.7 7 4914.2 1 4914.6 3 4914.9 6 4914.5 1

Pag e 1 0 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e SuperfimdSite

Marc h201 0

## TABL E2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-23 B

MW-24 B

MW-25 C

MW-26 C Dat e o f

Measuremen t Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 To p o f

Casin g Elevatio n (f t MSL ) 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4931.3 5 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4930.8 6 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4934.3 4 4935.1 2 4935.1 2 4935.1 2 4935.1 2 4935.1 2 Approximat e

DNAP L Thicknes s (ft) 0. 1 0.0 5 0.0 5 0.0 2 0 0.0 5 0. 1 0. 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 17.1 0 16.8 9 16.2 0 16.6 0 17.9 5 15.7 9 16.0 7 16.5 2 16.1 2 15.5 5 15.2 0 15.7 0 16.0 5 15.6 2 15.0 1 15.4 7 15.8 9 15.0 7 14.9 2 15.4 0 22.3 8 21.9 5 21.7 5 21.9 9 22.2 0 22.1 6 21.5 1 21.7 2 22.0 6 21.6 5 21.4 5 21.5 2 23.7 3 23.3 0 23.1 5 23.3 2 23.5 2 Groundwate r

Elevatio n (f t MSL ) 4914.2 5 4914.4 6 4915.1 5 4914.7 5 4913.4 0 4915.5 6 4915.2 8 4914.8 3 4914.7 4 4915.3 1 4915.6 6 4915.1 6 4914.8 1 4915.2 4 4915.8 5 4915.3 9 4914.9 7 4915.7 9 4915.9 4 4915.4 6 4911.9 6 4912.3 9 4912.5 9 4912.3 5 4912.1 4 4912.1 8 4912.8 3 4912.6 2 4912.2 8 4912.6 9 4912.8 9 4912.8 2 4911.3 9 4911.8 2 4911.9 7 4911.8 0 4911.6 0 Plugge d& Abandone d- May 200 8

Pag e 1 1 o f 1 4 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superfun dSite

Marc h201 0

## TABLE2

. GROUNDWATE RELEVATIO N DAT A (2007 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U

MW-27 C

MW-28C L

MW-28C U

MW-29C L Dat e o f

Measuremen t Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 To p o f

Casin g Elevatio n (f t MSL ) 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4929.2 3 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4933.9 8 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4934.0 0 4933.8 6 4933.8 6 4933.8 6 4933.8 6 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 •% o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 16.8 3 16.3 2 16.0 1 16.4 0 16.7 2 16.4 6 15.7 6 16.1 4 16.5 5 15.7 9 15.7 5 16.0 2 23.4 4 23.0 8 22.9 5 23.0 5 23.2 2 23.3 3 22.7 0 22.7 7 23.0 9 22.8 0 22.6 0 22.5 3 23.4 0 23.0 4 22.9 0 23.0 2 23.1 8 23.2 9 22.6 5 22.7 5 23.0 6 22.7 7 22.5 6 22.5 0 23.1 6 22.7 7 22.6 5 22.7 5 Groundwate r

Elevatio n (f t MSL ) 4912.4 0 4912.9 1 4913.2 2 4912.8 3 4912.5 1 4912.7 7 4913.4 7 4913.0 9 4912.6 8 4913.4 4 4913.4 8 4913.2 1 4910.5 4 4910.9 0 4911.0 3 4910.9 3 4910.7 6 4910.6 5 4911.2 8 4911.2 1 4910.8 9 4911.1 8 4911.3 8 4911.4 5 4910.6 0 4910.9 6 4911.1 0 4910.9 8 4910.8 2 4910.7 1 4911.3 5 4911.2 5 4910.9 4 4911.2 3 4911.4 4 4911.5 0 4910.7 0 4911.0 9 4911.2 1 4911.1 1

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## TABLE2

. GROUNDWATE RELEVATIO N DAT A (2007 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-29C L

MW-29C U

MW-30C L

MW-30C U Dat e o f

Measuremen t Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 To p o f

Casin g Elevatio n (f t MSL ) 4933.8 6 4933.8 6 4933.8 6 4933.8 6 4933.8 6 4933.8 6 4933.8 6 4933.8 6 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4934.1 2 4930.8 4 4930.8 4 4930.8 4 4930.8 4 4930.8 4 4930.8 4 4930.8 4 4930.8 4 4930.8 4 4930.8 4 Approximat e

DNAP L Thicknes s (ft ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 22.9 0 23.0 2 22.4 1 22.4 8 22.7 9 22.5 2 22.3 1 22.2 2 23.4 0 23.0 3 22.9 1 23.0 2 23.1 7 23.2 8 22.6 6 22.7 5 23.0 4 22.7 8 22.5 7 22.4 9 15.4 2 14.8 4 14.4 9 15.0 2 15.3 8 14.8 9 14.3 3 14.8 3 15.2 5 14.4 3 Groundwate r

Elevatio n (f t MSL ) 4910.9 6 4910.8 4 4911.4 5 4911.3 8 4911.0 7 4911.3 4 4911.5 5 4911.6 4 4910.7 2 4911.0 9 4911.2 1 4911.1 0 4910.9 5 4910.8 4 4911.4 6 4911.3 7 4911.0 8 4911.3 4 4911.5 5 4911.6 3 4915.4 2 4916.0 0 4916.3 5 4915.8 2 4915.4 6 4915.9 5 4916.5 1 4916.0 1 4915.5 9 4916.4 1 Wel l Casin g Damage dat

Depth Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 4930.6 9

4930.6 9 4930.6 9 4930.6 9 4930.6 9 4930.6 9 4930.6 9 4930.6 9 0

0 0 0 0 0 0 0 15.2 1

14.6 2 14.2 8 14.8 1 15.1 7 14.6 9 14.1 3 14.6 1 4915.4 8

4916.0 7 4916.4 1 4915.8 8 4915.5 2 4916.0 0 4916.5 6 4916.0 8

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## TABL E2

. GROUNDWATE RELEVATIO N DAT A (200 7 - 2009 ) AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

We U I D

MW-30C U

MW-31 A

MW- 3 I B Dat e o f

Measuremen t Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 May-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 To p o f

Casin g Elevatio n (f t MSL ) 4930.6 9 4930.6 9 4930.6 9 4930.6 9 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.5 4 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 4930.3 0 Approximat e

DNAP L Thicknes s (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dept ht o

Groundwate r (f t BTC ) 15.0 4 14.2 2 14.0 2 14.5 4 14.4 6 13.8 5 13.4 9 14.0 5 14.4 1 13.8 7 15.3 5 13.8 6 14.2 8 13.5 1 13.2 0 13.7 9 14.9 4 14.3 4 13.9 8 14.5 2 14.8 8 14.3 6 13.8 2 14.3 3 14.7 6 13.9 6 13.6 9 14.2 6 Groundwate r

Elevatio n (f t MSL ) 4915.6 5 4916.4 7 4916.6 7 4916.1 5 4916.0 8 4916.6 9 4917.0 5 4916.4 9 4916.1 3 4916.6 7 4915.1 9 4916.6 8 4916.2 6 4917.0 3 4917.3 4 4916.7 5 4915.3 6 4915.9 6 4916.3 2 4915.7 8 4915.4 2 4915.9 4 4916.4 8 4915.9 7 4915.5 4 4916.3 4 4916.6 1 4916.0 4

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## TABL E3

. GROUNDWATE RSAMPLIN GPROGRA M SUMMAR Y AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

WeU
MW-I A MW-I B MW-2 A MW-2 B MW-3 A MW-4 A MW-5 A MW-5 B MW-5C L MW-5C U MW-6 B MW-7 B MW-7 C MW-8 A (R ) MW-8 B MW-9 A MW-9 B MW-9C L MW-9C U MW-lO A MW-lO B MW-11 A MW-1 I B MW-12 A MW-12 B MW-13 A MW-13 B MW-14 A MW-15 B MW-16 B MW-17 A MW-17 B MW-1 8 A MW-18 B MW-19 B MW-20 A MW-20 B MW-21 A MW-21 B 

### Samplin g Frequenc y

Quarterl y Semi-Annua l Annua l Wel l plugge d& abandone d- May 200 8 Wel l plugge d& abandone d- May 200 8 Wel l plugge d& abandone d- May 200 8 Wel l plugge d& abandone d- May 200 8

• •

• •

• •

• • • •

• •

• •

Wel l plugge d& abandone d- May 200 2 Wel l plugge d& abandone d- May 200 2

• • • • •

• • Wel l plugge d& abandone d- Marc h200 3



# 1 • Wel l plugge d& abandone d- May 200 8 Wel l plugge d& abandone d- May 200 8

• • •

• •

• Wel l plugge d& abandone d- May 200 8 Wel l plugge d& abandone d- May 200 8 

### DNAP LRecover y WeU

•

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## TABLE3

. GROUNDWATE RSAMPLIN GPROGRA M SUMMAR Y AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU
MW-22 B MW-23 B MW-24 B MW-25 C MW-26 C MW-27 C MW-28C U MW-28C L MW-29C U MW-29C L MW-30C U MW-30C L MW-31 A MW- 3 I B Wel l Tota l 

### Samplin g Frequenc y

Quarterl y Semi-Annua l

• • 

### Annua l

• • Wel l plugge d& abandone d- May 200 8

1 4 1 9 

### 37 1 4 DNAP LRecover y WeU 

## • •

3
Note s

• - DNAPLRecovery Wel l A - Analytica l Metho d802 1 - Benzen e onl y

• - Analytica l Metho d827 0 SIM - Benzo(a)anthracene , benzo(a)pyrene , benzo(b)fluoroanthene , benzo(k)fluoranthene , carbazole , chrysene , dibenz(a,h)anthracene , dibenzofuran , bis(2-ethylhexyl)phthalate , indeno(l,2,3,-cd)pyrene , 2-methylnaphthalene , an dnaphthalen e

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## TABLE4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU

MW-3 A

MW-4 A

MW-5 A

MW-5 B

MW-5C L

MW-5C U

MW-6 B

MW-7 B

MW-7 C

MW-8 A (R ) 

### Dat e

6/14/200 7 6/18/200 8 6/15/200 9 6/6/200 7 6/10/200 8 6/9/200 9 6/6/200 7 6/10/200 8 6/9/200 9 6/4/200 7 6/10/200 8 6/11/200 9 6/4/200 7 6/10/200 8 6/11/200 9 6/4/200 7 6/12/200 8 6/15/200 9 6/14/200 7 12/6/200 7 6/12/200 8 12/4/200 8 6/15/200 9 12/18/200 9 6/4/200 7 6/16/200 8 6/10/200 9 6/4/200 7 6/16/200 8 6/12/200 9 6/14/200 7 12/6/200 7 6/18/200 8 12/4/200 8 

### Fina l Purgin g Parameter s Temperatur e 

## CC ) 23.1 0 23.5 0 24.2 0 21.0 0 20.1 0 19.4 0 19.4 0 22.0 0 19.2 0 25.1 0 19.8 0 21.6 0 24.8 0 20.4 0 21.5 0 24.4 0 22.1 0 20.8 0 21.6 0 17.0 0 22.1 0 15.3 0 22.9 0 18.5 0 22.3 0 20.2 0 19.9 0 20.2 0 22.0 0 22.5 0 22.4 0 18.5 0 20.3 0 14.9 0 

### p H

7.1 7 7.2 2 7.2 1 7.2 5 7.0 4 7.2 6 6.9 9 6.5 1 7.2 6 7.1 3 7.4 5 7.6 7 7.2 0 7.7 5 7.8 0 7.4 2 7.8 3 7.9 6 7.4 8 7.6 5 7.6 6 7.8 2 7.9 6 7.8 7 7.1 2 7.5 5 7.8 5 6.9 3 7.6 7 7.8 7 7.0 5 7.3 8 7.0 3 7.3 0 

### Conductivit y

(^S/cm ) 88 6 109 5 81 5 155 8 179 5 294 0 168 2 173 7 266 0 72 1 72 5 74 3 48 6 53 8 54 7 38 9 68 8 40 1 72 6 78 7 129 1 93 8 68 4 77 8 67 3 70 4 70 8 64 0 73 5 64 0 88 2 93 2 98 9 145 0 

### Turbidit y

(NTU ) 56. 8 10. 2 22. 3 11. 3 7. 5 2. 9 2.8 3 3.4 2 4. 3 2.4 0 2.5 2 5.0 1 8.3 7 4.9 7 4.9 4 3.0 0 11.8 0 4.3 9 7.3 3 5.6 7 10. 5 3.3 5 6.4 8 6.2 3 14. 6 14. 4 11. 1 4.7 4 10. 7 4.9 6 64. 1 18. 9 4. 3 6. 1

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## TABLE4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

WeU

•

MW-8 A (R )

MW-8 B

MW-9 A

MW-9 B

MW-9C U

MW-lO A 

### Dat e

6/15/200 9 12/18/200 9 3/27/200 7 6/14/200 7 9/26/200 7 12/5/200 7 3/27/200 8 6/11/200 8 9/3/200 8 12/4/200 8 3/18/200 9 6/15/200 9 9/16/200 9 12/18/200 9 6/6/200 7 6/10/200 8 6/9/200 9 6/6/200 7 6/10/200 8 6/9/200 9 6/12/200 7 6/13/200 8 6/9/200 9 3/28/200 7 6/5/200 7 9/25/200 7 12/6/200 7 3/25/200 8 6/11/200 8 9/10/200 8 12/3/200 8 3/17/200 9 6/10/200 9 9/15/200 9 

### Fina l Purgin g Parameter s

Temperatur e 

## CC ) 22.9 0 17.1 0 22.4 0 24.2 0 20.5 0 15.7 0 19.0 0 23.4 0 19.1 0 15.6 0 19.3 0 23.1 0 21.5 0 18.4 0 22.4 0 22.7 0 20.2 0 22.7 0 22.4 0 19.8 0 19.7 0 20.0 0 20.1 0 13.8 0 19.7 0 17.7 0 14.5 0 17.4 0 21.2 0 22.1 0 14.6 0 17.2 0 18.4 0 21.4 0 

### p H

7.2 5 7.3 2 7.6 4 7.7 0 8.3 4 7.6 6 8.6 0 7.7 2 7.7 5 7.9 3 7.8 9 8.2 1 7.4 2 7.5 1 6.9 6 6.8 8 7.6 5 7.7 0 7.8 6 8.5 5 7.9 0 7.8 1 8.9 5 6.9 4 7.2 5 7.4 4 7.1 1 8.0 2 7.2 8 7.4 2 7.2 8 7.2 0 8.0 5 7.0 2 

### Conductivit y

(jiS/cm ) 102 2 173 2 68 0 65 8 69 5 74 8 67 9 65 0 25 1 105 8 71 2 62 9 107 6 153 1 111 3 109 1 312 0 52 5 49 5 127 7 37 5 29 6 35 1 88 3 69 0 72 5 95 0 74 3 51 7 59 0 130 5 104 0 85 0 47 8 

### Turbidit y

(NTU ) 13. 8 10. 5 3.3 6 19. 7 5.8 1 5.3 3 7.2 7 10. 7 4.5 8 3.6 5 8.2 6 5.5 2 5.6 3 6.8 4 11 8 14 8 10 6 10. 6 11. 7 20. 3 13. 0 9. 9 16. 1 39. 6 21. 5 65. 9 70 5 3 5 2 8 13 3 1 9 1 8 4 4 1 8

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## TABLE4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU

MW-lO A

MW-1 O B

MW-ll A

MW- 1 I B

MW-12 A

MW-12 B 

### Dat e

12/15/200 9 3/28/200 7 6/5/200 7 9/25/200 7 12/6/200 7 3/25/200 8 6/11/200 8 9/10/200 8 12/3/200 8 3/17/200 9 6/11/200 9 9/15/200 9 12/15/200 9 6/6/200 7 6/10/200 8 6/11/200 9 6/5/200 7 6/11/200 8 6/9/200 9 3/28/200 7 6/12/200 7 9/24/200 7 12/5/200 7 3/26/200 8 6/13/200 8 9/10/200 8 12/4/200 8 3/18/200 9 6/15/200 9 9/16/200 9 12/18/200 9 3/28/200 7 6/12/200 7 9/24/200 7 

### Fina l Purgin g Parameter s

Temperatur e CC ) 15.1 0 13.0 0 20.6 0 18.8 0 14.4 0 19.5 0 21.2 0 20.5 0 16.4 0 17.1 0 22.2 0 22.0 0 18.1 0 25.0 0 21.7 0 18.1 0 20.3 0 21.1 0 19.3 0 14.7 0 18.2 0 20.1 0 15.4 0 17.4 0 16.9 0 22.5 0 13.5 0 16.1 0 20.0 0 21.2 0 17.7 0 16.5 0 18.6 0 20.2 0 

### p H

7.4 7 7.0 4 7.3 6 7.4 6 7.4 7 8.1 3 7.1 6 7.3 8 7.4 5 7.5 0 7.3 4 7.5 5 7.0 5 7.1 4 7.1 6 7.1 5 7.7 0 7.3 4 8.0 8 6.7 5 7.2 4 7.9 4 7.4 2 8.4 2 7.4 2 7.3 8 7.0 5 7.4 0 7.5 8 7.4 2 7.4 5 7.1 2 7.6 4 8.2 7 

### Conductivit y

(^S/cm ) 56 0 612 0 68 4 71 6 790 77 8 65 8 70 7 37 0 80 1 65 9 56 6 29 9 114 3 107 1 112 8 52 5 50 1 119 4 122 1 127 1 105 2 115 5 94 5 103 0 102 7 127 0 112 6 96 1 63 3 119 5 872 0 73 0 69 7 

### Turbidit y

(NTU ) 1 3 46. 2 28. 7 59. 9 8.0 1 15. 6 15. 3 6 9 32. 1 41. 8 42. 1 76. 1 18. 7 77. 1 101. 0 29. 1 24. 3 18. 1 19. 6 73. 1 62. 8 21 1 41 7 123. 0 12 8 40. 9 26. 2 95. 9 28 6 94. 4 26. 6 5.6 7 10. 1 5.7 4

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## TABL E4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU

MW-12 B

MW-14 A

MW-15 B

MW-16 B 

### Dat e

12/5/200 7 3/27/200 8 6/16/200 8 9/3/200 8 12/4/200 8 3/18/200 9 6/15/200 9 9/16/200 9 12/18/200 9 3/28/200 7 6/5/200 7 9/26/200 7 12/5/200 7 3/26/200 8 6/11/200 8 9/10/200 8 12/3/200 8 3/17/200 9 6/10/200 9 9/15/200 9 12/15/200 9 3/27/200 7 6/12/200 7 9/24/200 7 12/4/200 7 3/25/200 8 6/11/200 8 9/3/200 8 12/3/200 8 3/17/200 9 6/12/200 9 9/15/200 9 12/15/200 9 6/6/200 7 

### Fina l Purgin g Parameter s Temperatur e 

## CC ) 16.3 0 16.6 0 23.4 0 19.7 0 15.0 0 15.0 0 22.2 0 19.4 0 18.3 0 16.1 0 21.3 0 17.3 0 13.8 0 16.6 0 23.7 0 19.8 0 15.9 0 19.9 0 18.2 0 22.8 0 17.8 0 21.5 0 20.2 0 19.6 0 17.9 0 20.2 0 22.2 0 21.2 0 15.0 0 20.0 0 21.5 0 21.8 0 17.9 0 23.9 0 

### p H

7.4 7 8.3 4 7.4 6 7.6 8 7.6 3 7.7 1 7.7 5 7.3 2 7.3 8 7.0 5 7.0 2 7.6 1 7.0 8 7.8 6 6.9 4 7.0 3 7.2 5 6.9 2 7.5 0 6.4 5 6.5 2 7.2 5 7.3 6 8.04 7.5 9 8.0 9 7.3 2 7.3 9 7.1 0 7.4 3 7.2 9 6.4 4 6.5 2 7.4 9 

### Conductivit y

(fiS/cm ) 71 2 73 9 70 2 67 7 67 7 68 9 65 2 96 1 153 5 381 0 36 8 37 8 38 9 397 0 343 0 310 0 226 0 362 0 377 0 155 3 162 1 76 6 73 5 76 8 78 2 73 3 66 1 70 6 65 9 71 1 70 4 77 1 89 6 66 1 

### Turbidit y

(NTU ) 3.0 9 25. 4 79. 7 4.6 8 2.5 9 30. 9 53. 5 5.4 8 5.2 4 32. 0 31 6 61. 7 8.0 6 29. 1 41. 1 18. 9 9.7 6 25. 5 32. 5 7.4 6 11. 4 2.7 5 10. 0 4.8 0 6.9 1 3.8 5 4.3 7 4.0 3 1.9 1 3.7 9 7.2 9 2.2 6 6.5 5 6.8 3

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## TABL E4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU

MW-16 B

MW-17 B

MW-20 A

MW-20 B

MW-24 B 

### Dat e

12/5/200 7 6/11/200 8 12/3/200 8 6/12/200 9 12/18/200 9 6/5/200 7 6/10/200 8 6/9/200 9 3/27/200 7 6/7/200 7 9/25/200 7 12/4/200 7 3/26/200 8 6/12/200 8 9/15/200 8 12/2/200 8 3/17/200 9 6/10/200 9 9/15/200 9 12/15/200 9 3/28/200 7 6/7/200 7 9/25/200 7 12/4/200 7 3/26/200 8 6/12/200 8 9/15/200 8 12/2/200 8 3/18/200 9 6/15/200 9 9/15/200 9 12/15/200 9 6/5/200 7 12/4/200 7 

### Fina l Purgin g Parameter s Temperatur e 

## CC ) 15.2 0 22.2 0 16.9 0 21.0 0 14.4 0 18.6 0 18.3 0 18.5 0 22.6 0 19.8 0 18.3 0 17.9 0 17.4 0 21.0 0 19.4 0 17.5 0 19.4 0 16.3 0 20.7 0 17.6 0 14.3 0 19.1 0 20.1 0 17.3 0 18.8 0 22.0 0 19.1 0 17.5 0 7.8 0 21.5 0 20.9 0 15.6 0 19.2 0 16.1 0 

### p H

7.4 7 7.5 0 7.7 2 7.7 5 7.3 0 7.6 4 7.3 8 7.9 0 6.9 7 7.3 8 7.4 4 7.4 4 7.9 8 7.0 5 7.3 2 6.9 5 7.0 6 7.1 4 7.3 4 7.3 5 7.4 8 7.8 8 7.9 4 8.2 3 8.7 6 7.8 0 7.7 5 7.6 5 20.4 0 7.5 4 7.6 2 7.5 8 7.5 8 7.9 2 

### Conductivit y

(fiS/cm ) 88 0 73 4 34 7 68 6 80 7 59 4 56 4 146 0 211 0 184 3 189 4 215 0 220 0 367 0 187 3 292 0 216 0 231 0 126 7 83 8 76 8 73 0 71 2 76 5 71 3 108 0 35 2 227 0 68 7 69 7 23 5 73 3 67 0 73 8 

### Turbidit y

(NTU ) 6.9 6 3.7 1 4.0 5 5.3 2 4.0 3 2.9 9 1.85 2.7 9 31. 8 19. 4 64. 3 15 7 3 6 7 0 12 5 5 0 2 6 2 2 2 5 6 5 4.6 2 4.8 4 4.0 1 11. 4 5. 9 5. 1 6. 9 2. 6 3. 0 6. 8 4. 6 5. 1 4.0 8 4.1 0

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# TABLE4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , New Mexic o

WeU

MW-24 B

MW-25 C

MW-27 C

MW-28C U 

### Dat e

6/10/200 8 12/3/200 8 6/9/200 9 12/15/200 9 6/12/200 7 12/5/200 7 6/16/200 8 12/3/200 8 6/9/200 9 12/15/200 9 3/28/200 7 6/6/200 7 9/26/200 7 12/5/200 7 3/26/200 8 6/10/200 8 9/10/200 8 12/3/200 8 3/18/200 9 6/9/200 9 9/15/200 9 12/15/200 9 3/28/200 7 6/7/200 7 9/25/200 7 12/5/200 7 3/26/200 8 6/13/200 8 9/4/200 8 12/2/200 8 3/17/200 9 6/12/200 9 9/15/200 9 12/15/200 9 

### Fina l Purgin g Parameter s

Temperatur e CC ) 21.3 0 16.4 0 19.1 0 14.3 0 20.4 0 16.6 0 22.8 0 17.5 0 19.5 0 14.4 0 13.6 0 22.3 0 17.9 0 16.3 0 15.6 0 21.8 0 20.2 0 16.3 0 14.5 0 19.0 0 21.0 0 14.0 0 18.5 0 19.3 0 20.9 0 14.5 0 19.7 0 23.5 0 22.0 0 17.9 0 20.5 0 21.2 0 19.2 0 15.5 0 

### p H

7.9 1 7.7 7 7.8 5 7.7 7 7.4 4 7.4 4 7.4 0 7.6 3 7.9 0 7.8 4 7.1 2 7.4 1 8.0 1 7.3 2 8.1 7 7.5 1 7.4 6 7.5 5 7.6 5 7.7 5 7.4 1 7.4 5 7.0 4 7.3 9 7.8 0 7.1 1 8.4 5 7.4 4 7.4 2 7.3 6 7.5 2 7.7 2 7.7 8 7.5 4 

### Conductivit y

(^S/cm ) 64 5 29 2 187 5 49 4 69 2 72 5 68 8 55 4 177 4 90 1 84 8 74 0 85 7 82 0 83 6 72 7 89 0 54 4 79 5 189 2 80 6 91 6 69 8 71 2 69 3 75 6 68 2 67 7 72 4 205 0 72 3 65 9 73 9 81 8 

### Turbidit y

(NTU ) 2.7 7 5.3 2 4.7 9 6.1 3 15. 5 12. 6 11. 7 4. 2 5. 2 7. 1 8.9 9 17. 4 33. 1 19. 7 11. 4 14. 6 23. 0 7. 4 11. 5 8. 9 12. 3 9. 7 42. 1 21. 7 15. 0 14. 7 17. 6 13. 7 14. 0 5. 6 8. 2 6. 8 7. 6 5. 9

Pag e 6 of 8 200 9 Annua l Groundwate r Monitorin g Repor i ATS FAlbuquerqu e SuperfimdSite

Marc h201 0

## TABLE4

. GROUNDWATE RPURGIN GPARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU

MW-28C L

MW-29C U

MW-29C L 

### Dat e

3/28/200 7 6/7/200 7 9/25/200 7 12/4/200 7 3/26/200 8 6/16/200 8 9/10/200 8 12/2/200 8 3/18/200 9 6/15/200 9 9/15/200 9 12/18/200 9 3/27/200 7 6/12/200 7 9/26/200 7 12/4/200 7 3/26/200 8 6/13/200 8 9/10/200 8 12/2/200 8 3/18/200 9 6/12/200 9 9/15/200 9 12/15/200 9 3/28/200 7 6/12/200 7 9/24/200 7 12/6/200 7 3/26/200 8 6/13/200 8 9/10/200 8 12/2/200 8 3/18/200 9 6/10/200 9 

### Fina l Purgin g Parameter s

Temperatur e 

## C Q 16.9 0 19.5 0 20.8 0 16.9 0 19.6 0 24.5 0 22.5 0 17.5 0 21.7 0 19.5 0 19.5 0 16.5 0 22.0 0 19.0 0 16.4 0 18.0 0 18.6 0 19.6 0 23.2 0 15.3 0 21.0 0 21.3 0 18.9 0 13.7 0 17.6 0 19.6 0 19.1 0 17.9 0 20.6 0 20.1 0 22.1 0 14.7 0 15.3 0 20.1 0 

### p H

6.6 8 7.2 9 7.4 6 7.4 2 8.1 3 7.2 0 7.5 0 7.2 3 7.5 3 7.1 2 7.5 9 7.6 5 7.4 4 7.2 0 8.0 1 7.8 1 8.5 2 7.4 5 7.5 1 7.3 6 7.6 6 7.8 0 7.7 5 7.6 4 6.7 7 7.4 2 8.0 8 7.5 6 8.44 7.3 6 7.4 6 6.9 8 7.3 8 7.9 2 

### Conductivit y

QiS/cm ) 85 1 87 8 86 3 91 8 84 3 69 1 94 3 89 1 81 1 87 8 78 8 121 1 66 2 70 2 72 0 72 8 66 7 63 2 74 2 75 5 163 0 65 0 74 4 72 4 72 7 74 9 75 4 74 9 69 2 70 7 82 2 82 8 78 0 72 5 

### Turbidit y

(NTU ) 66. 0 62. 4 53. 2 38. 8 20. 4 34. 9 13. 1 10. 0 12. 0 8. 1 5. 6 5. 2 6.9 4 11. 1 10. 2 13. 1 11. 0 15. 5 11. 8 4. 2 4. 0 4. 9 4. 5 5. 2 19. 8 22. 4 12. 3 10. 8 12. 6 10. 2 10. 4 4. 1 4. 0 5. 3

Pag e 7 o f 8 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superfun dSite

Marc h201 0

# TABL E 4

. GROUNDWATE R PURGIN G PARAMETER S AT&S FAlbuquerqu e Superfun dSit e Albuquerque , Ne w Mexic o

WeU

MW-29C L

MW-30C U

MW-30C L

MW-31 A

MW- 3 I B 

### Dat e

9/15/200 9 12/15/200 9 6/5/200 7 6/12/200 8 6/11/200 9 6/5/200 7 6/11/200 8 6/11/200 9 6/5/200 7 6/11/200 8 6/11/200 9 6/5/200 7 6/12/200 8 6/11/200 9 

### Fina l Purgin g Parameter s

Temperatur e CC ) 18.5 0 14.5 0 22.5 0 19.2 0 22.4 0 22.4 0 22.7 0 23.1 0 28.0 0 22.1 0 21.3 0 23.7 0 19.8 0 21.0 0 

### p H

7.3 2 7.3 6 7.6 7 7.3 4 7.7 5 7.5 8 7.2 8 7.7 6 7.0 8 7.0 4 7.5 2 7.5 8 7.4 5 7.7 2 

### Conductivit y

(^S/cm ) 115 9 34 4 41 1 59 2 42 6 390 51 7 38 6 97 2 74 2 65 7 54 1 93 5 54 9 

### Turbidit y

(NTU ) 5. 1 5. 7 6.1 5 7.7 7 5.5 8 5.7 0 27.6 0 6.2 2 22 5 3 3 24 1 88. 2 20. 4 67. 4

Pag e 8 o f 8 200 9 Annua l Groundwate r Monitorin g Report ATS FAlbuquerqu e Superftin dSite

Marc h201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSit e Albuqueruque , Ne w Mexic o

We n Sampl e

Even t Analytici d

Method s

r 4 < p
. E d < 0

. E d

r.R O '• '

MW-I A

MW-I B

MW-2 A

MW-2 B

MW-3 A

MW.4 A

MW-5 A

MW-S B

MW-5C L Mar-0 7

Jun-0 7 Seo-0 7 Da:-0 7 Mar-0 8 N

N N N N N Y N N N CO C Concentnitioi u | | 802 1 

# 1

5
Valu e (DL ) 827 0 

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0.015 3 %

1

.

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0.020 5 e

a

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0.019 3 

# 1

C O

0. 2
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0.019 3 

## 1

% U

0.003 1
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0.019 3 

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0. 2
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0.025 5 

# i

0. 3 Valu e (DL )

0.017 4 s



### s

1 5 Valu e (DL )

0.022 6 6

Valu e

1.3 7 IB I (DL )

0.30 9 

# 1

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0.019 3 

# 1

1

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0.0 1 

## s
.

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0.014 5 CalcnIatedVahie s I I



# ' 7

3 0
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0 

# I

82. 6 Valu e

1.3 7 0.S72 O

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Ifet t plugge da mitbtutiloHe dI n Ma y 200 S I I Mar-0 7 Juii-0 7 S!D-07 Dec-0 7 Mar-0 8 N

N N N N N Y N N N We U plugge dai u abanhne dI n Ma y 200 1 0.015 3 0.020 5 0.1 3 0.019 3 0.019 3 0.019 3 0.025 5 0.017 4 0.022 6 0.5 6 [Z I 0.30 9 0.0193 ^ 0.0 1 0.014 5 0 0.6 9 0.013 0

I I Wel l pbtgge dan dabandone dI n Ma y 2001 , weUUsUFicallynmimtnpUddtteupiescen ao f DSAP L I I Mar-0 7 Jun-0 7 Sep-0 7 Doc-0 7 Mar-O S Juii-0 8 Sai-0 8 Dec-0 8 Mar-0 9 Jiin-0 9 SeD-0 9 Dec-0 9 Mar-0 7 Juii-0 7 SeiJ-0 7 Dec-0 7 Mar-0 8 Imi-0 8 Sec-O S Dec-O S Mar-0 9 Jiin-0 9 Sep-0 9 Dec.0 9 Mar.0 7 Jiui-0 7 Sep-0 7 Dec.0 7 Mar.0 8 Jim.0 8 Sei).0 8 Dec.0 8 Mar.0 9 Jiiii.0 9 Sep-0 9 Dec-0 9 Mar-0 7 Im-0 7 Sei!-0 7 Dec-0 7 Mar-0 8 Jim-O S Sep-0 8 Dec-0 8 Mar-0 9 Jim-0 9 Sep-0 9 Dec-0 9 Mar.0 7 Jun-0 7 Sep.0 7 Dec-0 7 Mar-0 8 Jun-O S Sep-0 8 D(C-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 N

Y N N N Y N N N Y N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Y N N N Y N N N N N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N I t

0.036 1

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### Page 1 of 7 200 9 Annua l Groundwate

r Monitoring Repor

t ATS FAlbuquerque Superfun

dSit e March201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSit e Albuqueruque , Ne w Mexic o

We n Sampl e

Even t Analytica l

Method s 

## i
< a
.

r.nr
. '• >

MW-5C U

MW.6 B

MW-7 B

MW-7 C

MW.8A(R )

MW-8 B

MW-9 A Mar.0 7

Juii-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dcc-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dcc-0 7 Mar-O S Jun-O S Sep-O S Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 Da;-0 9 Mar-0 7 Juii.0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun-O S SovO S Dcc-0 8 Mar.0 9 Jmi-0 9 Siii.0 9 Dcc.0 9 Mar.0 7 Jun.0 7 Seo.0 7 Dcc.0 7 Mar-O S Jun.0 8 S<j!.0 8 D<jc-08 Mar.0 9 Jun-0 9 Stp-0 9 Doc.0 9 Mar-0 7 Jun-0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun.0 8 Sep.0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec.0 7 Mar.0 8 Jun.0 8 Sep-0 8 Dcc.0 8 Mar.0 9 Jun.0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sa>-0 7 Dec-0 7 Mar-0 8 Jun-O S Sep.0 8 Dec.0 8 N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Y N N N Y N N N Y N N N Y N N N V N N N Y N N N N N N N N N N N V N N N Y N N N Y N N N Y N Y N Y N Y N Y N Y N Y N N N Y N N N Y N N N Y N N N V N N N V N N N Y N V N Y N Y N Y N Y Y V V V V V V Y V Y Y Y N Y N N N Y N N CO C Concoitratioii s | | 802 1



### 1

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0.2 2 827 0


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0.6 7
0.1 1
1.1 5 [JL l

[UJL l

33. 6

28 6
15 S
0.1 7
0. 6
lUJL I

lUJL l

0. 1
0.0 6 J 0.5 4 0.0 7 J (DL )

0.014 5

0.014 5

0.02 1

0.014 5 0,014 5
0.014 5
0.02 1 0,02 1
0.02 1
0.014 5

0.014 5

0.02 1

0.014 5

0.014 5

0.02 1

0.014 5
0.014 5
0.724
1.0 5
0.02 1
0.02 1 0.020 1 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1
0.014 5

0.014 5 C acnlate dVahie s I I t t

am

6 +

3 0 Valu e
0

0,9 4

0

0 0,1 2
0.1 7
0.6 7
0.1 1
1.1 5
0

0

0

0

0

0

3X 6
0
286.4 7
15 8
01 7
0. 6 0 0 0 0 0 0 0. 1 0 0,0 6 0.5 4 0.0 7 0
0

0 

# i

cn 

# 1

82. 6 Valu e
1.6 1

1.0 4

0

3.7 1
9.2 8
13. 7
19.9 4
22.6 2
17.1 5
0

0

0

0

0

0

92.5 3
3.0 3
348.3 2
181.1 1
5.6 1
3.9 6 1.879 8 0.7 7 0.3 9 0.1 5 0.3 8 1.5 3 3.5 2 0.1 4 0.2 2 1.0 6 1.5 6 0.1 4
0.8 2

0 

# 1

0J72 0 Valu e
0.292 4

0.000 0

0.000 0

0,48S 1
O.OISO
0.013 0
0.011 0 0,014 1
0.000 0
0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

0,000 0

0,000 0
0.000 0
0.000 0
0.000 0
0.000 0
0.521 6 0.009 4 0.000 0 0.010 0 0.000 0 0.000 0 0,000 0 0,000 0 0,000 0 0,000 0 0.000 0 0.004 0 0.000 0 0,000 0

0,000 0



### Page 2 of 7 200 9 Annua l Groundwate

r Monitoring Repor

i ATS FAlbuquerque Superfun

dSit e Marc h201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSite Albuqueruque , Ne

w Mexic o

Wd l Sampl e

Even t Analytica l

Method s


### i 2

E d 

### s

• < 0

. E d

car
. <• >

MW-9 A

MW-9 B

MW-9C U

MW-lO A

MW-lO B

MW-ll A

MW-ll B Mar-0 9

Jun.0 9 Sep-0 9 Dcc.0 9 Mar.0 7 Jun.0 7 Sep.0 7 Dcc.0 7 Mar.0 8 Jun-O S Sep-O S D<c.0 8 Mar.0 9 Jun-0 9 Sep.0 9 Dcc.0 9 Mar.0 7 Jun-0 7 Sa)-0 7 Dec.0 7 Mar-O S Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 D<c-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-O S Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jmi-0 9 Sei)-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sa)-0 7 D<c-0 7 Mar-O S Jun-O S S.T-O S Dec-0 8 Mar-0 9 Jun-0 9 Sep.0 9 Dec.0 9 N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Y N N N Y N N N Y N N N Y N N N Y N N N V N N N V N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y V N V N N N V N N N Y N N N Y N N N Y N N N Y N N CO C Concentration s | | 802 1 

## 1 1

5 Valu e (DL ) 827 0



### 1

0. 1 Valu e

[UJL l

0. 1 0.4 2

RLl. l

lUJL l 0.0 5 J

lUJL l

[UJL l (DL )

0.02 9

0.015 3

0.015 3

0.02 9

0.015 3

0.015 3

0.02 9

0,03 8 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9 0.0039 1 0.015 3 0.015 3 0.015 3 0.015 3 0,015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9
0.015 3

0.015 3

0.02 9

0.015 3

0.015 3

0.02 9 a

0. 2 Valu e

lUJL l

RL l

lUJL l
lUJL l

IUJL 1 (DL )

0.014 5

0.020 5

0.020 5

0.014 5

0.020 5

0.020 5

0.014 5

0.075 7 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.007 8 0.020 5 0.020 5 0,020 5 0.020 5 0,020 5 0.020 5 0,014 5 0.014 5 0.014 5 0.014 5 0,014 5 0,020 5

0,020 5

0.014 5

0.020 5

0.020 5

0.014 5 s

&

a, 0. 2 Valu e

[UJL l

RL l

[UJL l [UJL l

[UJL l (DL )

0.025 1

0.019 3

0.019 3

0.025 1

0,019 3

0,019 3

0.025 1

0.049 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 0.005 1 0,019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1
0.019 3

0.019 3

0.025 1

0.019 3

0.019 3

0.025 1 t t



### s

0. 2 Valu e

lUJL l

RLl

[UJL l [UJL l

lUJL l (DL )

0.014 5

0,019 3

0.019 3

0.014 5

0.019 3

0.019 3

0.014 5

0.044 7 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.004 6 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0,019 3

0.019 3

0.014 5

0.019 3

0.019 3

0.014 5 

## 1

1 U

0.003 1 Valu e

11. 7

5.2 8

RL l (DL )

0.04 8

0.019 3

0.019 3

0.04 8

0.019 3

0.019 3

0.04 8

0.043 8 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 0.004 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8
0.019 3

0.019 3

0.04 8

0.019 3

0.019 3

0.04 8 L

)

0. 2 Valu e

lUJL l

0.2 1

lUJL I

lUJL I

[UJLl (DL )

0.044 5

0.025 5

0.025 5

0.044 5

0,025 5

0.025 5

0.044 5

0.045 2 0.025 5 0.025 5 0.025 5 0.025 5 0,025 5 0,025 5 0,044 5 0,044 5 0,044 5 0,044 5 0,044 5 0.0046 5 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.044 5 0.044 5 0.044 5 0.044 5 0.044 5
0.025 5

0.025 5

0.044 5

0,025 5

0.025 5

0044 5 

## i

i

O J Valu e

[UJL l

RL l

lUJL I

[UJLl (DL )

0.015 3

0.017 4

0.017 4

0.015 3

0.017 4

0.017 4

0.015 3

0.060 1 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.0061 9 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0,015 3 0,015 3 0,017 4

0.017 4

0.015 3

0.017 4

0.017 4

0.015 3 

### s

1 5 Valu e

71. 7

0.1 1 19. 2
2.4 1
0.1 9 0.0 3 J 12. 3 0.4 7 RL l (DL )

0.017 4

0.022 6

0.022 6

0.017 4

0.022 6

0.022 6

0.017 4

0,081 7 0,022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.00S4 2 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4
0.022 6

0.022 6

0.017 4

0.022 6

0.022 6

0.017 4 6

Valu e

1.3 4 [B l

2.8 1

1.1 5

0.3 9 J

1.42 J [JL l 0.5 3 0.9 8 1.4 7

1.7 1 [B l 0.8 9 [B l 0.4 9 J
0.2 9 J 0.6 3
1.23 IB I 0. 5

3.4 6 IB I 0. 6 IB I

0.2 7 J

0.9 2 [B l (DL )

0.26 3

0.30 9

0.30 9

0.26 3

0.30 9

0.30 9

0.263

0.76 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.263 0.26 3 0.26 3 0.26 3 0.26 3 0.79 2 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.26 3
0.30 9

0.30 9

0.26 3

0.30 9

0.30 9

0.26 3 

# 1 ! - 1

0. 4 Valu e

lUJL l

RL l

lUJL l

[UJLl (DL )

0.012 8

0.019 3

0.019 3

0.012 8

0.019 3

0.019 3

0.O12 8

.0.059 1 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.012 8 0.012 8 0.012 8 0.012 8 0.012 8 0.0060 9 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.012 S

. 0.012 8 0.012 8 0.012 8 0.012 8
0.019 3

0.019 3

0.012 8

0.019 3

0.019 3

0.012 8 \

.*

Valu e

[UJL l

RL l

(UJL l

lUJL l (DL )

0.024 1

0.0 1

0.0 1

0.024 1

0.0 1

0.0 1

0.024 1

0.054 8 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0.024 1 0.0056 4 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0.024 1
0.0 1

0.0 1

0.024 1

0.0 1

0.0 1

0.024 1 

# 1

Valu e

[UJL l

4.1 7 [Z

I

0.5 9

0. 1

RL l

[UJL l

[UJL l (DL )

0.02 1

0.014 5

0.014 5

0.02 1

0.014 5

O.014 5

0.02 1

0.10 1 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 0.010 4 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0,02 1 0.02 1 0,02 1 0.02 1 0.02 1
0.014 5

0.014 5

0.02 1

0.014 5

0.014 5

0.02 1 Calculate dVafaie s I I 

# 1

. 1 !

3 0 Valu e
0

0

0

0

0

0

0

4.1 7 0 0 0 0.5 9 0 0 0 0. 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0

0

0

0

0

0 

# i 1

82. 6 Valu e
0

1.3 4

0

0

2.8 1

1.1 5

0.3 9

889 9 0.5 3 1.0 8 2.2 1 25.0 7 0 4.1 2 0.S 9 0.7 8 0.0 3 12.5 9 1. 1 0 1.23 0. 5 0 0 0 3.4 6 0. 6 0.0 5 0 0.2 7 0
0.9 2

0

0

0

0

0 E

d

0372 0 1 Valu e 1

0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

0.000 0 0.000 0 0.010 0 0.042 2 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.005 0 0.000 0 0.000 0 0.000 0
0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

Pag e 3 of 7 200 9 Annua l Groundwate r Monitorin g Repor t ATS FAlbuquerqu e Superfun dSite

Marc h201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSit e Albuqueruque , Ne w Mexic o

We n Sampl e

Even t Analytica l

Method s

£ < a
. E d < a
. E d

car
. " 1

MW-12 A

MW-12 B

MW-13 A MW-13 B

MW14 A

MW-I5 B

MW-16 B

MW-17 A

MW-17 B

MW-18 A Mar.0 7

Jun-0 7 Sep.0 7 Doc.0 7 Mar.0 8 Jun-0 8 Sep.0 8 Doc.0 8 Mar.0 9 Jun-0 9 Sep.0 9 Dec.0 9 Mar.0 7 Jun.0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun-0 8 Sa>.0 8 Dec.0 8 Mar.0 9 Jun.0 9 Sa).0 9 Dec.0 9 WeUpluggedan

. N

N N N N Y N N N N N N N N N N N N N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y V V Y V Y Y Y Y Y Y Y Y CO C Concentration s I I 802 1 

## 1 1

5 Valu e

0.022 4 (DL )

0.038 5 827 0 

# 1

0. 1 Valu e 1.6 6 2.6 8 i . M 10. 6 0.5 9 [ZI 0.3 5 0.9 8 l.O I 0.9 2 [J l 2.J S
0.1 2 0.20 1 0.2 1 0.9 5 U l 0.3 1 0.1 9 [Z

I 0.1 5 0.1 3 0.1 7 [UJL l
0.1 6 IIL I 0.0 9 J m (DL )

0.007 6 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9 0.0077 5 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0,02 9 0,02 9 0,02 9 0,02 9 

# 1

!

e a
0. 2 Valu e 0.41 1 0.4 6 0.5 5 0.8 4 0.1 5
0.1 3 0.1 8 0.1 6 IJI 0.5 4

0.1 1 0.5 1 U l
0. 2 0.2 1 0. 1
lUJL l
0.0 9 J IJL l (DL )

0.015 1 0,020 5 0,020 5 0,020 5 0,020 5 0,020 5 0.020 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.015 4 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0,014 5 0,014 5 0,014 5 0.014 5 0.014 5 

### 1 

# i

0. 2 Valu e 0.46 6 0.7 9 1.1 1 1.4 2 0.2 5 0.1 4 0.2 5 0.4 4 0.4 1 [J l 0.8 8

0.1 4 0.6 8 [J l
0.2 3 II I 0.2 3 0. 1 0.1 5 [UJL l
0.1 1 [JL l (DL )

0.009 9 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 0.010 1 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 o

0. 2 Valu e 0.4 8 0.3 7 0.3 9 0. 6 0.1 1

0.3 3

0.2 7 U l
0.1 1 0.1 1

[UJL l
0.0 5 J IJL l (DL )

0.0089 4 0,019 3 0,019 3 0,019 3 0,019 3 0.019 3 0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.0091 2 0.019 3 0.019 3 0,019 3 0,019 3 0,019 3 0,019 3 0,014 5 0.014 5 0.014 5 0.014 5 0.014 5 U

0.003 1 Valu e C 5

C 5

O.l l (DL )

0.0087 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 0.0089 2 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 

# 1

0. 2 Valu e 1.9 1 1.9 1 2.9 5 7.6 5 0.6 2 0.3 8 0.7 8 0.8 5 0. 7 II I t 3 8
0.1 1 0.16 5 0.1 7 0.8 6 [J l 0.3 6 0.3 1 0.2 6 0.1 6 0.1 6 [UJLl
0.1 6 IJL l 0.0 7 J m (DL )

0.0090 4 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0,025 5 0,044 5 0,044 5 0,044 5 0,044 5 0.044 5 0.0092 2 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.044 5 0,044 5 0,044 5 0,044 5 0,044 5 

## i

0. 3 Valu e 0.069 3

0.0 4 J

lUJL l
lUJL l (DL )

0.01 2 0,017 4 0,017 4 0,017 4 0,017 4 0,017 4 0,017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0,012 3 0,017 4 0,017 4 0,017 4 0,017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 

### 1

1 5 Valu e 0.057 5 [Z

I

0.2 2
0.0 4 J 0.0 4 J

0.30 7
0.2 7 0.3 7

0.1 9 0.1 9

0.0 8 J (DL )

0.016 3 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.016 7 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0,017 4 0,017 4 0,017 4 

### s

6

Valu e [UJL l 0.9 7 0. 6 [B l 0.7 5

1.5 6 IB I

0.5 9 0.5 8 [B l

1.74 IB I (DL )

0.76 9 0.30 9 0.30 9 0,30 9 0.30 9 0.30 9 0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.26 3 0.78 4 0.30 9 0.30 9 030 9 030 9 0.30 9 0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.26 3 I



### ! 

### 1

0. 4 Valu e 0.12 9 0.1 2 0.1 4 0.2 6

O.O S J 0.1 2

0. 3 U l
0.1 3 ULl 0.1 6

[UJL l
0.0 6 J [JL l (DL )

0,011 8 0,019 3 0,019 3 0,019 3 0.019 3 0.019 3 0.019 3 0.012 8 0,012 8 0,012 8 0.012 8 0.012 8 0.012 1 0.019 3 0.019 3 0.019 3 0.019 3 0,019 3 0.019 3 0.012 8 0.012 8 0.012 S 0.012 8 0.012 8 

# 1

e i

Valu e

lUJL l [UJL l (DL )

0.01 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0.024 1 0.011 2 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0.024 1 a

a 

## 1

Valu e

0.5 9

0.24 5 J IZ l
0.1 3

[UJLl 0.0 3 J

[UJLl (DL )

0.020 1 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 0.020 5 0,014 5 0,014 5 0,014 5 0.014 5 0.014 5 0.014 5 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 CateDbte dVatae s I I 

### i 

## l l 

# | i

2 +
e i 3 0 Valu e 0 0 0 0 0 0.5 9 0 0 0 0 0 0 0.24 5 0 0.1 3 0 0 0 0 0 0 0.0 3 0 0 

# i 1

82. 6 Valu e 5.1S2 8 7. 3 9. 6 22.1 2 1.7 2 1.4 6 3.9 2 2.4 8 2.2 8 6.8 8 0 0.2 3 0.91 8 1.22 4.5 5 1.0 4 1.1 7 1.1 2 2.4 2 0.6 7 0 0.0 3 0.7 1 0.2 7 9

E d %
t a
0.572 0 Valu e 0.712 5 0.824 6 1.067 9 2.081 7 0.235 7 0.049 4 0.253 8 0.325 9 0.298 7 0.940 7 0.000 0 0.012 1 0.020 3 0.145 2 0.706 6 0.031 4 0.256 4 0.265 4 0.123 2 0.032 2 O.OOO O O.OOO O 0.123 7 0.009 1 abantl„edlnMay200 2 I I We U plug^i dan dabandone db t Ma y 200 2 1 1 Mar.0 7 Jun-0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun-O S Sep-O S Dec-O S Mar.0 9 Jun.0 9 Sep.0 9 Do;,0 9 Mar.0 7 Jun.0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun-0 8 Seo-O S Dec-0 8 Mar.0 9 Jun-0 9 Seo.0 9 Dec0 9 Mar.0 7 Jun.0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun.0 8 Sep.0 8 Dec.0 8 Mar.0 9 Jun.0 9 Sep.0 9 Dec.0 9 WeUpbtggedan i Mar.0 7 Jun.0 7 Sep.0 7 I>ec.0 7 Mar.0 8 Jun.0 8 Sep.0 8 Dec.0 8 Mar.0 9 Jun.0 9 Sep-0 9 Dec.0 9 WeUi^aeda M N

Y N N N Y N N N Y N N N N N N N N N N N N N N N N N N N N N N N N N N Y Y Y V Y Y V V V V V V V Y Y Y Y Y Y Y Y Y Y Y N V N V N Y N Y N Y N Y 1.1 2 0.03S 5

0.038 5

0.2 2 RL l lUJL l

[UJLl

0.05 7 RL l [Z

I

[UJL l

lUJL l 0,0074 5

0,015 3 0,015 3 0,015 3 0,015 3 0,015 3 0,015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9 0.0076 7 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9
0.015 3
0.015 3
0.015 3
0.02 9
0.02 9
0.02 9 RLl lUJL l

[UJLl

0.04 8 RLl, J

lUJL l

[UJL l 0.014 9

0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.015 3 0,020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5
0.020 5
0.020 5
0.020 5
0.014 5
0.014 5
0.014 5 RL l lUJL l

[UJL l

RL l

[UJL l

[UJL l O.0O97 2

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sample ddu e t o prescenc e o f DNAT L1



### Page 4 of 7 2009 Annua l Groundwate

r Monitoring Repor

t ATSFAlbuquerque Superfun

dSit e March201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSit e Albuqueruque , Ne w Mexic o

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Method s 

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MW-I8 B

MW-I9 B

MW-20 A

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MW-21 A

MW-21 B

MW-J2 B MW-23 B

MW-24 B

MW-25 C

MW-26 C

MW-I7 C Mar-0 7

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. N

N N N N N Y N Y N CO C Concentration s I I 802 1 

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y ne t sample ddu e l o th e preieenc e o f DNAPL | | Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sep-0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 De<:-0 9 Mar-0 7 Jun-0 7 Scp-0 7 Dec-0 7 Mar-O S Jun-O S S<T-O S Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y V Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y R L l (UJL l

[UJL l

0.034 6 RL l [JL l

lUJL l

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lUJL l

R L l lUJL I [UJL l

[UJL l

0. 2

RLl

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[UJL l

R L l [UJL l [UJL l

lUJL l

0.3 2

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lUJL l

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R L l [UJL l lUJL l

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[UJL l 0.039 9

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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.8 5 0 0 0.1 8 0 0 0 0 0 0 0.1 3 0 0.22 7

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0.000 0 o.ooo o 0.000 0 0.000 0 0,000 0 0,000 0 0,000 0 0.000 0 0.000 0 0.000 0 0,000 0 0,003 5 0,000 0 0,000 0 0.000 0 0.000 0 0.000 0 0.000 0 1.418 6 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 o.ooo o 0.000 0 Wet t plugge dan dabandone dI n Ma y 200 8 | | Mar-0 7 Jun-0 7 SiP-0 7 Dec-0 7 Mar-O S WeUpluggedant I N

N N N N Y Y Y V V RL l

lUJL l 0.003S 7

0.015 3 0.015 3 0.015 3 0.015 3 RLl

[UJL l 0.0077 2

0.020 5 0.020 5 0.020 5 0.020 5 RL l

lUJL l 0.0050 5

0.019 3 0.019 3 0.019 3 0,019 3 RL l

lUJL l 0.0045 6

0.019 3 0.019 3 0.019 3 0.019 3 RL l

lUJL l 0.0044 6

0.019 3 0.019 3 0.019 3 0.019 3 [UJL l 0.0046 1 0.025 5 0.025 5 0.025 5 0.025 5 RL l

lUJL l 0.0061 3

0.017 4 0.017 4 0.017 4 0.017 4 RL l

lUJL l 0.0083 3

0.022 6 0.022 6 0.022 6 0.022 6 0.5 1 lUJL l 0.784 0.30 9 0.30 9 0.30 9 0.30 9 RL l

[UJL l 0.0060 3

0.019 3 0.019 3 0.019 3 0.019 3 RL l

[UJL l 0.0055 9

0.0 1 0.0 1 0.0 1 0.0 1 RL l

lUJL l 0.010 3

0.014 5 0.014 5 0.014 5 0.014 5 0

0 0 0 0 0

0 0.5 1 0 0 0.000 0

0.000 0 0.000 0 0.000 0 0.000 0 abandone dt n Ma y 200 8 | | We U MstaritaU y ne t

sample ddu e t ath e prescenc e o f DNAPL 1 1 We U UstttrlcaU y no t

sampk ddu e u th e preseenc i o f DNAPL \ Mar-0 7 Jun-0 7 SeD-07 Dec-0 7 Mar-O S Jun-0 8 Scp-O S Dec-O S Mar-0 9 Jun-0 9 S(T-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Si^O S Do;-0 8 Mar-0 9 Jun-0 9 Stj)-0 9 Dec-0 9 Mar.0 7 Jun-0 7 Sep.0 7 Dec-0 7 Mar.O S N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N N V N Y N Y N Y N Y N Y N Y N Y N Y N Y N V N V N V N V N [UJL l 0.015 3

0.015 3

0.015 3

0.02 9

0.02 9

0.02 9

0.015 3

0.015 3

0.015 3

0.02 9

0.02 9

0,02 9
0,015 3

0.015 3 lUJL l 0.020 5

0.020 5

0.020 5

0,014 5

0.014 5

0.014 5

0.020 5

0.020 5

0.020 5

0.014 5

0.014 5

0.014 5

0.020 5

0.020 5 [UJL l 0.019 3

0.019 3

0.019 3

0.025 1

0.025 1

0.025 1

0.019 3

0.019 3

0.019 3

0.025 1

0.025 1

0.025 1

0.019 3

0.019 3 [UJL l 0.019 3

0.019 3

0.019 3

0.014 5

0.014 5

0.014 5

0.019 3

0.019 3

0.019 3

0.014 5

0.014 5

0.014 5

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0.019 3 [UJL l 0.019 3

0.019 3

0.019 3

0.04 8

0.04 8

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0.04 8

0.04 8

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0.019 3 lUJL l 0.025 5

0.025 5

0.025 5

0.044 5

0.044 5

0,044 5

0,025 5

0,025 5

0.025 5

0.044 5

0.044 5

0.044 5

0.025 5

0.025 5 lUJL l 0.017 4

0.017 4

0.017 4

0.015 3

0.015 3

0.015 3

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0.017 4

0.017 4

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0.017 4 lUJL l

0.6 3

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0.5 9 IB I

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0.0 1 [UJL l

0.0 3 J

0.2 1

0.5 1 0.014 5

0.014 5

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0.02 1

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0.2 3

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We U plugge dan dabandone dI n Ma , 200 8 \ Mar.0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 N

N N N N N Y Y Y Y Y Y RL l 0.003 8 0.015 3 0,015 3 0,015 3 0.015 3 0.015 3 RL l 0.0075 7 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 RL l 0.0049 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 RL l 0.0044 7 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 RL l 0.0043 8 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.0045 2 0,025 5 0,025 5 0.025 5 0.025 5 0.025 5 RL l 0.0060 1 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 RL l 0.0081 7 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 1. 3 J

1.2 8 JB l 1.4 7 0.8 8 0.76 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 RL l 0.0059 1 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 RL l 0.0054 8 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 RL l 0.010 1 0.014 5 0.014 5 O014 5 0.O14 5 0.014 5 0

0 0 0 0 0 1. 3

1.2 8 1.4 7 0.8 8 0 0 0.000 0

0.000 0 0.000 0 0.000 0 0.000 0 o.ooo o


### Page 5 of 7 200 9 Annua l Groundwate

r Monitoring Repor

i ATS FAlbuquerque Superfun

dSit e March201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSit e Albuqueruque , Ne w Mexic o

We n Sampl e

Even t Analytica l

Method s

3
0 0

C d 

# i

E d

G R G'• '

MW-27 C

MW-28C L

MW-28C U

MW-29C L

MW-29C U

MW-30C L Sep-0 8

Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 D!c-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-0 8 Sa)-O S Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-O S Soi-O S Dsc-O S Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar-O S Jun-O S Sin-O S Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 lun-0 7 Sep-0 7 Dec-0 7 Mar-0 8 Jun-O S Sa)-O S Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 Mar-0 7 Jun-0 7 Sep-0 7 Dec-0 7 Mar.0 8 Jun.0 8 Sep-0 8 Dec-O S Mar-0 9 Jun-0 9 Sep-0 9 Dec-0 9 N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Y Y Y Y Y Y Y Y Y V Y Y Y Y Y Y Y Y Y Y Y V Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y V Y Y Y Y Y Y Y N Y N N N Y N N N Y N N CO C Concentration s | | 802 1 

# 1

5 Valu e (DL ) 827 0
t t



### ! 

## 1

0. 1 Valu e

RL l [UJL l

[UJL l

0./ 3

0.0 4 J

[UJL l

RLl. l [UJL l

RL l

[UJL l

0.2 7

0.0 4 J (DL )

0.015 3 0,02 9 0,02 9 0,02 9 0,02 9 0.02 9 0.007 6 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9 0,015 2 0,015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9 0.007 6 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.02 9 0.02 9 0.02 9 0.02 9 0.02 9 0.015 3 0.015 3 0.015 3 0,015 3 0,015 3 0,015 3 0,015 3 0.02 9 0.02 9 0.02 9 0,02 9 0.02 9 0,015 3

0.015 3

0.02 9 

# f

o q
0. 2 Valu e

RL l [UJLl

[UJL l

[UJL l -

RL l [UJL ]

RL l

[UJL l

0. 2 (DL )

0.020 5 0.014 5 0.014 5 0,014 5 0,014 5 0,014 5 0,015 1 0,020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.014 5 0.014 5 0,014 5 0,014 5 0,014 5 0,030 3 0,020 5 0,020 5 0,020 5 0.020 5 0.020 5 0.020 5 0,014 5 0.014 5 0,014 5 0.014 5 0.014 5 0.015 1 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.030 6 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.020 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5
0.020 5

0.020 5

0.014 5 

### a

0. 2 Valu e

RL l [UJL l

[UJL l

[UJL l

RL l [UJL ]

RL l

[UJL l

0.2 9 (DL )

0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 0.009 9 0.019 3 0019 3 0,019 3 0,019 3 0,019 3 0,019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 0.019 8 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 0.009 9 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1 0.0 2 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.025 1 0.025 1 0.025 1 0.025 1 0.025 1
0.019 3

0.019 3

0.025 1 g

s

0. 2 Valu e

RL l [UJL l

lUJL l

[UJL l

RL l [UJL ]

RL l

[UJLl

0.3 6 (DL )

0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.0089 4 0.019 3 0.019 3 0,019 3 0,019 3 0,019 3 0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.017 9 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.0089 4 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.018 1 0,019 3 0,019 3 0,019 3 0,019 3 0,019 3 0,019 3 0,014 5 0,014 5 0.014 5 0.014 5 0.014 5
0,019 3

0.019 3

0.014 5 

# 1

0.003 1 Valu e

RL l [UJLl

[UJL l

C 5
0.2 4 [UJL l

RL l [UJL l

0.43 9 RL l [Z

I

[UJL l

0.1 3 (DL )

0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 0.0087 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 0.017 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 0.0087 5 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8 0.017 7 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.04 8 0.04 8 0.04 8 0.04 8 0.04 8
0.019 3

0.019 3

0.04 8 \

0. 2 Valu e

[UJL l

lUJL l

0. 1

lUJL l

lUJL l

[UJL l

0. 4 (DL )

0.025 5 0.044 5 0.044 5 0.044 5 0.044 5 0,044 5 0.0O9O 4 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.044 5 0.044 5 0,044 5 0,044 5 0,044 5 0,018 1 0,025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.025 5 0.044 5 0.044 5 0.O445 0.044 5 0.044 5 0.0090 4 0.025 5 0.025 5 0.025 5 0,025 5 0,025 5 0,025 5 0.044 5 0.044 5 0.044 5 0.044 5 0.044 5 0.018 3 0.025 5 0.025 5
0.025 5 0.025 5 0.025 5 0.044 5 0.O445 0.044 5 0.044 5 0.044 5
0.025 5

0.025 5

0.044 5 s •

O J Valu e

RL l [UJL l

[UJLl

0.8 8

[UJL l

RL l [UJL l

RL l

[UJLl

l. l (DL )

0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.01 2 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.024 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.01 2 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3 0.024 3 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.015 3 0.015 3 0.015 3 0.015 3 0.015 3
0.017 4

0.017 4

0.015 3 d

.

,
i

1 5 Valu e

RL l [UJL l

[UJL l

lUJL l

RL l lUIL l

0.082 1 RL l

[UJL l (DL )

0,022 6 0,017 4 0,017 4 0,017 4 0.017 4 0.017 4 0.016 3 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.032 7 0,022 6 0,022 6 0,022 6 0,022 6 0,022 6 0,022 6 0,017 4 0,017 4 0,017 4 0,017 4 0,017 4 0,016 3 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4 0.03 3 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.022 6 0.017 4 0.017 4 0.017 4 0.017 4 0.017 4
0.022 6

0.022 6

0.017 4 aa

6 Valu e 0. 7 [B l 0.6 2 [B l

0.2 7 J
8.1 8 J 5.7 9 11. 6 89 4 [JL l 4.6 8 5.9 4 9.4 3 [B l 5. 9 IB I 2.8 1 1.1 2 0.6 6 0.4 1 J

[UJL l 4.9 4 69 5 3.9 6 [JL , B l 2.6 7 3. 3 4.4 8 [B l 2.3 3 [B l 1.02
0.2 7 J
5.3 5 J [JL l 4.6 3 9. 6 1.9 3 0.9 5 0.9 4 1.1 6 [B l 0. 9 [B l 0.5 1

1.1 1 4.1 6 J1JL.Z 1 2.9 2 3.3 S 2. 4 [JL. B l 0.9 6 1.2 1.92 IB I 1.5 1 IB I 0.4 2 J [JH l
0.3 5 J

1. 7 [B l

0.6 4 (DL )

0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.26 3 0.76 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.26 3 0.76 9 0.30 9 0J0 9 0.30 9 0.30 9 0.30 9 0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.263 0.76 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.263 0.26 3 0.263 0.26 3 0.26 3 0.77 7 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.30 9 0.26 3 0.26 3 0.26 3 0.26 3 0.263
0.30 9

0.30 9

0.26 3 

### 1

a 0. 4 Valu e

RL l lUJL l

[UJL l 0. 1

0.7 1

[UJL l

RLl rUJL l

RL l

[UJLl

0.9 2 (DL )

0.019 3 0.012 S 0.012 8 0.012 8 0,012 8 0,012 8 0,011 8 0,019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.012 8 0.012 8 0.012 8 0.012 8 0,012 8 0,023 7 0,019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.012 8 0.012 8 0.012 8 0.012 8 0.012 8 0.011 8 0.019 3 0.019 3

• 0.019 3 0.019 3 0.019 3 0.019 3 0.012 8 0.012 8 0.012 8 0.012 8 0.012 8 0.023 9 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.019 3 0.012 8 0.012 8 0.012 S 0.012 S 0.012 8
0.019 3

0.019 3

0.012 S 

## 1

Valu e

RL l [UJLl

[UJL l

0.0 3 J

[UJL l

0,029 2 RLl.JTUJL l
38. 6

RL l

lUJL l (DL )

0.0 1 0.024 1 0.024 1 0,024 1 0,024 1 0,024 1 0,01 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0,024 1 0,021 9 0.0 1 0.0 1 0,0 1 0,0 1 0,0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0.024 1 0.01 1 0.0 1 0. 2 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0.024 1 0.022 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.024 1 0.024 1 0.024 1 0.024 1 0,024 1
0.0 1

0.0 1

0.024 1 3 

## 1

Valu e

RL l [UJL l

[UJL l

0.0 8 J

0.95 6 J

[UJL l

0.099 5 RL l [JL , ZI 0. 1 7 2

0.89 2 RLl. J

lUJL l (DL )

0.014 5 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 0.020 1 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0,02 1 0.02 1 0.02 1 0.02 1 0.02 1 0,040 3 0,014 5 0.014 5 0.014 5 0.014 5 0.014 5 0,014 5 0,02 1 0,02 1 0,02 1 0,02 1 0.02 1 0.020 1 0.014 5 0.2 9 0.014 5 0.014 5 0.014 5 0.014 5 0.02 1 0,02 1 0,02 1 0,02 1 0.02 1 0.040 7 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.014 5 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1
0.014 5

0.014 5

0.02 1 CalcnIatedVahie s I I

7 3 ^ 3 1 

# I t

3 0 Valu e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 1 0 0 0 0.95 6 0 0 0 0 0 0 0 0 0 0 0 0.128 7 0. 1 110. 6 0 0 0 0 0 0 0 0 0 0.89 2 0 0 0 0 0 0 0 0 0 0 0
0

0

0 

# i 1

82. 6 Valu e 0. 7 0,6 2 0 0 0,2 7 0 8.1 8 5,7 9 11, 6 8,9 4 4,7 8 5.9 4 9.4 3 7.7 2 2.9 2 1.1 2 0. 7 0.4 1 0.95 6 4.9 4 7.1 9 3.9 6 2.6 7 3. 3 4.4 8 2.3 3 1.0 2 0 0.2 7 0 5.478 7 4.7 3 120. 2 1.9 3 0.9 5 0.9 4 1.1 6 0, 9 0.5 1 0 0 1,1 1 5,573 1 2.9 2 3.3 S 2. 4 09 6 1. 2 1,92 5,1 8 0.4 2 0 0.3 9 0
1.7

0.6 4

0 1 >

- I E d

0.572 0 Valu e 0.000 0 0.000 0 0,000 0 0,000 0 0,000 0 0,000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.010 0 0.000 0 0.000 0 0.964 1 0.000 0 0.000 0 0.004 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 o.ooo o 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 1.452 0 0.000 0 0.000 0 0.004 0 0.000 0
0.000 0

0.000 0

0.000 0

Pag e 6 of 7 200 9 Annua l Groundwate r Monitorin g Repor i ATS FAlbuquerqu e Superfun dSite

Marc h201 0

### TABL E5

. SUMMAR Y O FGROUNDWATE RDAT A AT&S FAlbuquerqu e Superfun dSit e Albuqueruque , Ne w Mexic o

Wd l Sampl e

Even t Analytica l

Method s 

## i < a
. E d < ;

CL

. E d

G R G'• '

MW-30C U

MW-31 A

MW-31 B Mar.0 7

Jun.0 7 Sep.0 7 Dec.0 7 Mar-O S Jun-0 8 Sep-0 8 Dcc.0 8 Mar.0 9 Jun.0 9 Sep.0 9 Dcc.0 9 Mar.0 7 Jun.0 7 Sep.0 7 Dec.0 7 Mar.0 8 Jun-O S Sep-0 8 Dcc-0 8 Mar-0 9 Jun-0 9 Sep-0 9 Dcc-0 9 Mar-0 7 Jun-0 7 Sw-0 7 D<»;-0 7 Mar-0 8 Jun-0 8 Sep.0 8 Dec-0 8 Mar-0 9 Jun-0 9 Sep-0 9 1—mM— 1 N

N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N LN J N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N Y N N N V N N N Y N LN J CO C Concentration s 1

802 1 

# 1

s Valu e (DL ) 827 0

m

0. 1 Valu e (DL )

0.015 3

0.015 3

0.02 9

0.015 3

0.015 3

0.02 9

0.015 3

0.015 3

0.02 9 e 

# f

t o 0. 2 Valu e (DL )

0.020 5

0.020 5

0.014 5

0.020 5

0.020 5

0.014 5

0.020 5

0.020 5

0.014 5 

# j

3 

### a

0. 2 Valu e (DL )

0.019 3

0.019 3

0.025 1

0.019 3

0.019 3

0.025 1

0.019 3

0.019 3

0.025 1 

# }

0. 2 Valu e (DL )

0.019 3

0.019 3

0,014 5

0,019 3

0.019 3

0.014 5

0,019 3

0.019 3

0.014 5 S

0.003 1 Valu e (DL )

0.019 3

0.019 3

0.04 8

0.019 3

0.019 3

0.04 8

0.019 3

0.019 3

0.04 8 !

0. 2 Valu e (DL )

0.025 5

0.025 5

0.044 5

0.025 5

0.025 5

0.044 5

0.025 5

0.025 5

0.044 5 

### I \ s O J Valu e (DL )

0.017 4

0.017 4

0.015 3

0.017 4

0.017 4

0.015 3

0.017 4

0.017 4

0.015 3 B

1 5 Valu e (DL )

0,022 6

0,022 6

0,017 4

0.022 6

0,022 6

0.017 4

0.022 6

0.022 6

0.017 4 a«

a
. a, 

### s

6 Valu e
0.9 6

0.5 3

0.9 2

1.6 8 (DL )

0.30 9

0.30 9

0.263

0.30 9

0.30 9

0.26 3

0.30 9

0.30 9

0.263 t t 

# 1
1 1 0. 4 Valu e (DL )

0.019 3

0.019 3

0,012 8

0,019 3

0,019 3

0.012 S

0.019 3

0.019 3

0.012 8 

# 1 1

Valu e (DL )

0.0 1

0.0 1

0.024 1

0.0 1

0.0 1

0.024 1

0.0 1

0.0 1

0.024 1 a



### i

Valu e (DL )

0.014 5

0.014 5

0.02 1

0.014 5

0.014 5

0.02 1

0.014 5

0.014 5

0.02 1 Caknbtc dVahie s I I

3 0 Valu e
0

0

0

0

0

0

0

0

0 

# i

C O 

# 1

82. 6 Valu e
0.9 6

0.5 3

0

0.9 2

0

0

1.6 8

0

0 1 1 1

. u %
e a 0.572 0 Valu e
0.000 0

0.000 0

0.000 0

0.000 0

0.000 0

0,000 0

0,000 0

0,000 0

0,000 0

(a ) - Groundwate r

Remediatio n Goal (RO D Jun e 2002)

.
* * - Anomalou s result

. [Bracketed ] qualifier s ar e thos e adde dl o reflec t intoprelatio n issue s identifie ddurin g TRC' s dat areview

. Laborator y Qualifier ! B Analyt e wa s dacctc din th e associate dmctbo dblank

. B l Analyt e wa s detecte din th e associate dmetho dblank

. Analyt e concentratio ni nIh e sampl e i s greate r tha nlO X th e concentratio nfoundinth e metho dblank

. BK- 2 Analyt e wa s detecte di n th e associate dmetho dblank

. C 5 Caliln-aiio n vmficaiio n recovery wa s belo w th e metho dcontro l limit

. I Interna l standar drecovery wa s outsid e o f metho dhmits

. Matri x interferenc e wa s confirme db y reanalysis

. J Estimate dvalue

. Q-2 0 Th e intema l standar dassociate dwiththi s analyt e wa s outsid e norma l acceptanc e criteri aan dbiase dlow

. RL l Reportin g limi t

raise ddu e t o sampl e matri x effects

.
TR C Dat aRevie w Qualifier s B Analyt e concoitratio n i s les s tha n 1 O X an associate dmetho dblan k concoitralion

. J Estimate dvalue

. U No t

detected

. Biase dlow

. Analyt e concentratio n i s les s tha n lOXa n associate dequipment blan k concentration

.



### Page 7 of 7 200 9 Annua l Groundwate

r Monitoring Repor

t ATS FAlbuquerque Superfim

dSit e March201 0I I ' ' '

. . ' " \ >",*'' ' ' ' > y" ' y' ^ i.y-.i , '" ,

, \.-

• -I I i r ' " > -^ 1 V I '-^.-ii. y 

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^ X" , ; - ^ ^-,-^..V, * PP'

- P.'P ^ .; ( V,^ ' ^ -^'

- '^'/' T ' >JS.^ i

FIGURE S

200 9 Annua l Groundwate r Monitorin g Repor i AT&S FAlbuquerqu e Superfun dSit e Jun e 201 0 

# CTR C

# /IJilUr* , 1,00 0 3 Feet SIT E LOCATIO N AT&S F ALBUQUERQU E SUPERFUN D SIT E ALBUQUERQUE , NE W MEXICO PROJEC TNO. : 15852 5 DATE : 06/18/200 9
1001 1 MEADOWGLE N LAN E SUIT E 10 0 HOUSTON , TEXA S 7704 2 713-244-100 0 BY : O.F

. FIGUR E 

# 1