2009 ANNUAL GROUNDWATER 

MONITORING REPORT 

AT&SF ALBUQUERQUE SUPERFUND SITE 

ALBUQUERQUE, NEW MEXICO 

TRC Project No. 166239 

Preparedfor: 

(3PPP37M 

/ryi/i ivit y 

BNSF Railway Company 

4500 Deen Rd. 

Fort Worth, Texas 76106 

Prepared by: 

0TRC 

TRC Environmental Corporation 

10011 Meadowglen Lane, Suite 100 

Houston, Texas 77042 

Telephone (713) 244-1000 

Fax (713) 244-1099 

June 2010 

9140996 

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TABLE OF CONTENTS 

Page 

1.0 INTRODUCTION 1-1 

1.1 Site Investigation Background 1-1 

1.2 Environmental Setting and Hydrogeology 1-2 

2.0 2008 GROUNDWATER MONITORING ACTIVITY 2-1 

2.1 Groundwater Monitoring Network 2-1 

2.2 Water Level/DNAPL Thickness Survey 2-1 

2.3 Groundwater Sampling 2-2 

2.3.1 Sampling Procedures 2-2 

2.3.2 Quality Assurance/Quality Control Samples 2-3 

2.3.3 Decontamination Procedures 2-3 

3.0 GROUNDWATER MONITORING RESULTS 3-1 

3.1 Groundwater Levels 3-1 

3.2 DNAPL Occurrence 3-1 

3.3 Analytical Results 3-2 

3.3.1 Shallow Aquifer 3-3 

3.3.2 Intermediate Aquifer 3-4 

3.3.3 Deep Aquifer 3-6 

3.3.4 Quality Control 3-7 

3.4 Dissolved-Phase Plume Evaluation 3-9 

3.4.1 Shallow Aquifer 3-9 

3.4.2 Intermediate Aquifer 3-10 

3.4.3 Deep Aquifer 3-11 

4.0 CONCLUSIONS 4-1 

5.0 REFERENCES 5-1 

APPENDIX A: Analytical Results 

APPENDIX B: Quality Assurance/Quality Control Data Evaluation Summary 

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LIST OF TABLES 

1. Existing Groundwater-Monitoring Well Construction Details 

2. Groundwater Elevation Data (2007-2009) 

3. Groundwater Sampling Program Summary 

4. Groundwater Purging Parameters 

5. Summary of Groundwater Data 

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LIST OF FIGURES 

1. Site Location 

2. Site Layout 

3. Generalized Potentiometric Surface, Shallow Aquifer - Fourth Quarter 2009 

4. Generalized Potentiometric Surface, Intermediate Aquifer - Fourth Quarter 2009 

5. Generalized Potentiometric Surface, Deep Aquifer - Fourth Quarter 2009 

6. Groundwater Elevations and DNAPL Thickness, Shallow Aquifer, December 2009 

7. Groundwater Elevations and DNAPL Thickness, Intermediate Aquifer, December 2009 

8. Groundwater Elevations and DNAPL Thickness, Deep Aquifer, December 2009 

9. DNAPL Occurrence in the Upper Intermediate Aquifer, Post 2007 Investigation 

10. DNAPL Occurrence in the Lower Intermediate Aquifer, Post 2007 Investigation 

11. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Shallow Aquifer -

First Quarter 2009 

12. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Shallow Aquifer -

Second Quarter 2009 

13. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Shallow Aquifer -

Third Quarter 2009 

14. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Shallow Aquifer -

Fourth Quarter 2009 

15. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Intermediate Aquifer 

- First Quarter 2009 

16. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Intermediate Aquifer 

- Second Quarter 2009 

17. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Intermediate Aquifer 

- Third Quarter 2009 

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18. Extent of Dissolved Phase Semi-Volatile Compounds and DNAPL, Intermediate Aquifer 

- Fourth Quarter 2009 

19. Extent of Dissolved Phase Semi-Volatile Compounds, Deep Aquifer - First Quarter 2009 

20. Extent of Dissolved Phase Semi-Volatile Compounds, Deep Aquifer - Second Quarter 

2009 

21. Extent of Dissolved Phase Semi-Volatile Compounds, Deep Aquifer - Third Quarter 

2009 

22. Extent of Dissolved Phase Semi-Volatile Compounds, Deep Aquifer - Fourth Quarter 

2009 

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1.0 INTRODUCTION 

The Atchison, Topeka, and Santa Fe Railway Company (AT&SF) Albuquerque Superfund Site 

(the Site) is located at 3300 Second Street, SW, in the South Valley area of Albuquerque, in 

Bernalillo County, New Mexico. The facility treated wood products from March 1908 through 

January 1972, at which time it was dismantled. The earthen berm of the former Wastewater 

Reservoir (WWR) and sump located in the southwest part of the site still remain. An aerial 

photograph illustrating the Site's location is presented in Figure 1. 

The Site was listed on the Superftind National Priorities List (NPL) on December 16, 1994. At 

the time that it was listed, AT&SF had not merged with The Burlington Northern Company, so 

the Site was named the AT&SF Albuquerque Superftind Site. As such, it retains this name in 

this and ftiture reports. 

The United States Environmental Protection Agency (USEPA) issued a Record of Decision 

(ROD) in June 2002. The ROD detailed the constituents of concem (COCs) for the Site, the 

remedial actions to be performed, and the remediation goals for both soil and groundwater. The 

ROD also established the framework for ftiture groundwater monitoring at the Site. 

During 1995 and 1996, groundwater samples were collected on a quarterly schedule. However, 

after receiving permission from the USEPA, groundwater monitoring was reduced to a semiannual schedule in 1997. Beginning in 2003, per the ROD, groundwater monitoring returned to 

a quarterly schedule. This report presents the results of the groundwater monitoring program 

conducted during 2009. 

1.1 SITE INVESTIGATION BACKGROUND 

Phases I, II, and III ofthe Remedial Investigation (RI), conducted from 1987 to 1988, targeted 

definition of the on-site hydrogeology and delineation of the nature and extent of subsurface 

contamination. Phases IV and V ofthe RI, conducted from 1990 to 2000, targeted additional onsite areas, off-site areas, and the Deep Aquifer. In March 1995, concurrent with Phase V and as 

required by the USEPA, a groundwater-monitoring program was implemented, as part of the 

Remedial Investigation/Feasibility Study (RI/FS). 

The purpose of the groundwater-monitoring program was to establish a groundwater quality 

baseline prior to initiation of remediation and to monitor the progress of the remedial actions as 

detailed in the ROD. The initial monitoring network, first sampled in February 1995, included 

monitoring wells MW-IA through MW-21B. As additional monitoring wells have been 

installed, they have been added to the monitoring network. 

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During 2007, additional qualitative investigations were conducted in the upper and lower 

Intermediate Aquifer to ftirther refine the nature and extent of the DNAPL plumes in the 

Intermediate Aquifer, which in turn supported the design of the groundwater and DNAPL 

remedies prescribed in the ROD. 

1.2 ENVIRONMENTAL SETTING AND HYDROGEOLOGY 

The Site is located in the Albuquerque Basin, which is one of a series of sediment-filled basins 

aligned along the Rio Grande. The Albuquerque Basin is approximately 100 miles long and 

25 to 40 miles wide. Bounding the basin are pre-Miocene formations consisting of limestone, 

sandstone, shales, igneous, and metamorphic rocks. The majority of the basin fill consists of 

Miocene-Pliocene age detritus (Santa Fe Formation) with minor middle- to late-Tertiary age 

volcanics and Quaternary age Rio Grande alluvium. The total depth of basin fill for the Santa Fe 

Formation at the Site is estimated at 4,750 feet. The basin fill is made up of sandstone, 

mudstone, and gravel representing deposits ranging from well-sorted stream channel sediments 

to poorly-sorted slope wash deposits. 

Groundwater in the Albuquerque Basin occurs chiefly in the basin fill material. The competent 

bedrock of the east and west walls of the basin are low-permeability igneous and sedimentary 

rocks, which restrict the flow of groundwater to an axial direction down the length of the basin. 

Historically, the direction of groundwater flow in the Albuquerque area was down the valley and 

towards the Rio Grande. From 1948 to the present, extensive municipal pumping has reversed 

groundwater flow in portions (southwest) of the South Valley region. The Site is located in an 

area where such a reversal has taken place. Canals and drains have also had an impact on how 

surface water and groundwater interact. Since 1995, groundwater flow at the Site has been 

towards the east-southeast with the flow trending towards the east in more recent years. 

Regionally, the lack of any overlying confining layer allows the uppermost groundwater-bearing 

zone to exist under unconfined conditions over most of the basin with hydraulic communication 

occurring between the different stratigraphic units. For purposes of better describing the 

subsurface geology at the Site, the basin fill in the vicinity of the South Valley region of 

Albuquerque has been divided into three aquifers: Shallow, Intermediate, and Deep. The 

Shallow Aquifer consists of Rio Grande Alluvium and extends to depths ranging between 20 and 

30 feet below ground surface (bgs). Generally, the Shallow Aquifer is underlain by gray silty 

clay, which varies in thickness across the Site. In some locations this silty clay is missing, 

allowing greater hydraulic communication between the Shallow and Intermediate Aquifers. In 

other areas, the clay layer is approximately 20 to 25 feet thick. The Intermediate Aquifer also 

consists of Rio Grande Alluvium and immediately underlies the gray silty clay. In limited areas 

where the clay layer is missing, the Intermediate Aquifer immediately underlies the Shallow 

Aquifer. The Intermediate Aquifer extends to depths ranging from 53 to 71 feet bgs. The upper 

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portion of the Intermediate Aquifer consists of a silty sand layer approximately 7 feet thick. 

Below this sand layer is a very coarse sand and gravel layer. This very coarse sand and gravel 

layer along with the overlying sand comprise the Intermediate Aquifer. The top of the Santa Fe 

Formation is present directly beneath the Intermediate Aquifer. The portion of the Santa Fe 

Formation beneath the Site is referred to as the Deep Aquifer and consists of clays and fine sand. 

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2.0 GROUNDWATER MONITORING PROGRAM 

2.1 GROUNDWATER MONITORING NETWORK 

During May 2008 and with the permission of the USEPA, several of the groundwatermonitoring/recovery wells and aquifer test wells were plugged and abandoned in preparation for 

the planned soil remediation. These wells included Shallow Aquifer monitoring wells MW-1 A, 

MW-2A, MW-18A, and MW-21A; Intermediate Aquifer monitoring wells MW-IB, MW-2B, 

MW-18B, and MW-21B; Deep Aquifer monitoring well MW-26C; and aquifer test wells OW8B, 0W-9B, OW-22A, OW-23B, OW-25B, and PW-4B. Hence, at the outset of 2009, there 

were 41 groundwater-monitoring wells located at the Site; 11 in the Shallow Aquifer, 17 in the 

Intermediate Aquifer and 13 in the Deep Aquifer. Three of these wells (MW-19B, MW-22B and 

MW-23B) were impacted with dense non-aqueous phase liquid (DNAPL) and hence designated 

as recovery wells. Construction details for the 41 groundwater-monitoring wells currently 

located at the Site are presented in Table 1. 

In addition to the 41 groundwater-monitoring wells, there were also 25 aquifer tests wells 

located at the Site, including one pumping well (PW-6A), one injection wells (IW-2A), and eight 

observation wells (OW-15A through 0W-21A and OW-26A) completed in the Shallow Aquifer; 

and two pumping wells (PW-3B and PW-5B), one injection well (IW-IB), and 12 observation 

wells (0W-3B through OW-7B, OW-lOB through 0W-14B, OW-24B, and OW-27B) completed 

in the Intermediate Aquifer. None of the 25 aquifer tests wells are included in the groundwatermonitoring program at this time. 

The location of each existing well, as well as those that have been plugged and abandoned, is 

shown on the Site layout presented in Figure 2. Shallow Aquifer monitoring wells are labeled 

with the suffix of "A," e.g., MW-5A; Intermediate Aquifer monitoring wells are labeled with the 

suffix of "B;" and Deep Aquifer monitoring wells are labeled with the suffix of "C." Nested 

monitoring wells in the Deep Aquifer are designated "CU" for the upper or shallower screen 

interval and "CL" for the lower or deeper screen interval. The monitoring wells on-site range in 

size from two to six inches in diameter and are designed to collect representative groundwater 

samples from the aquifer in which it is screened. 

2.2 WATER LEVEL/DNAPL THICKNESS SURVEY 

During each of the quarterly monitoring events conducted during 2009, water levels were 

measured in all the existing monitoring wells for the purpose of preparing a generalized 

potentiometric map for each of the three aquifers. Static water levels were measured with an 

elecfronic water level meter to the nearest hundredth of a foot and recorded in the field logbook. 

Water level and DNAPL thickness were measured in wells MW-19B, MW-22B and MW-23B. 

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• 

For consistency, water levels and DNAPL thicknesses were measured from the north side of the 

top of the PVC well casing where the survey mark is located. Results of the quarterly water 

level surveys are presented in Table 2. For comparative purposes, Table 2 also presents water 

level data for the previous two years. 

2.3 GROUNDWATER SAMPLING 

The 2009 quarterly groundwater-monitoring events were conducted on the following dates: 

March 16 through 20, 2009 (Quarteriy Event); 

June 8 through 19, 2009 (Annual Event); 

• September 14 through 21, 2009 (Quarterly Event); and 

• December 14 through 21, 2009 (Semi-Annual Event). 

The groundwater samples were collected according to the protocol specified in the Field 

Sampling Plan (FSP) (TRC, February 2008). The sampling program for the Site, as defined in 

the FSP, is presented in Table 3. Samples were collected from 37 of the 41 groundwater 

monitoring wells during 2009. Monitoring wells that were not sampled in 2009 included the 

three DNAPL-impacted monitoring wells that served as recovery wells (MW-19B, MW-22B, 

and MW-23B) and monitoring well MW-9CL. As documented in the 1996 Annual Groundwater 

Monitoring Report (Radian, 1997), the latter is not sampled because grout intrusion during 

installation causes it to yield non-representative samples. 

As documented in the 2008 Annual Groundwater Monitoring Report (TRC, 2009), several ofthe 

monitoring wells were plugged and abandoned in May 2008. As a result, those monitoring wells 

were struck from the groundwater monitoring program after the first quarter of 2008. Following 

the completion of the Remedial Action, including the installation of the groundwater/DNAPL 

recovery system, a new monitoring program will be developed including, as needed, the 

installation of additional groundwater monitoring wells. 

2.3.1 Sampling Procedures 

All wells with a water column height greater than three feet were sampled using a KABIS 

sampler, as described in the FSP. In accordance with the FSP, wells with a water column height 

less than three feet were purged and sampled using disposable bailers. 

Geochemical parameters, including pH, temperature, and conductivity, were measured 

immediately following sample collection for wells sampled with the KABIS sampler. In the case 

of wells which were bailed with a disposable bailer, geochemical parameters were measured 

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until they reached equilibrium indicating that all stagnant water had been purged from the well 

and the sample was representative of the water bearing zone in which it was completed. The 

final field parameters for each well were recorded in the field logbook and are presented in Table 

4. 

Each groundwater sample was identified with a unique ID that indicated the date and well from 

which it was collected. Additionally the date and time of collection, method of preservation, 

prescribed analysis, and initials of the person collecting the sample were marked on the sample 

label. This infonnation was written on the sample label with a waterproof marker and was also 

recorded in the field logbook. 

The KABIS sampler was decontaminated between wells by the three-step decontamination 

process outiined in Section 2.3.3 and the rope used for lowering the KABIS was disposed of 

appropriately. If the well required bailing to collect the groundwater sample, the purge water 

was placed in the lined portion of the WWR sump and both the bailer and rope were disposed of 

appropriately. 

2.3.2 Quality Assurance / Quality Control Samples 

The Quality Assurance/Quality Control (QA/QC) program is designed to certify the reliability of 

the sample collection procedures, and analytical results. As such, it targets sampling 

methodology, sample shipping and analytical procedures. Specifically, QA/QC samples were 

collected to document analytical precision and accuracy as well as the possibility of extraneous 

sample contamination at various points from the time ofcollection to the time of analysis. 

For this purpose, three types of QA/QC samples were collected during all sampling events; 

duplicates, equipment blanks, and matrix spike/matrix spike duplicates (MS/MSD). The FSP 

specifies the quantity of QA/QC samples for each event. Additionally, trip blanks accompanied 

each cooler containing samples collected for volatile organic analysis. 

2.3.3 Decontamination Procedures 

All non-dedicated sampling and measuring equipment was decontaminated with a Liquinox® 

solution wash and two distilled-water rinses. The KABIS sampler was submerged in a clean 

5-gallon container filled with a Liquinox® solution wash and scrubbed with a brush dedicated to 

the Liquinox® solution wash. Two 5-gallon bucket distilled-water rinses followed. In the intitial 

rinse, the KABIS was submerged and scrubbed with a dedicated brush. In the final rinse, the 

KABIS was submerged and rinsed several times with distilled water. 

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3.0 GROUNDWATER MONITORING RESULTS 

3.1 GROUNDWATER LEVELS 

Water levels were measured during each quarter in 2009. Recorded water levels and calculated 

groundwater elevations are presented in Table 2. Data, collected during the fourth quarter, from 

the wells not containing DNAPL, were used to construct generalized potentiometric surface 

maps and cross-sections for each aquifer (Shallow, Intermediate, and Deep). The generalized 

potentiometric surface maps are presented in Figures 3, 4, and 5. Cross-sections illustrating the 

water levels ofeach aquifer are presented in Figures 6, 7, and 8. 

Figure 3 illustrates the generalized potentiometric surface of the Shallow Aquifer, as well as the 

elevation ofthe top ofthe clay layer that separates the Shallow and Intermediate Aquifers. Over 

time, the water level in the Shallow Aquifer has fallen causing the groundwater in certain areas 

of the site to fall below the top of the clay aquitard that separates the Shallow and Intermediate 

Aquifers. In these areas, infiltrating water collects in the sumps of the wells causing "false 

positives" rather than true groundwater elevations in the Shallow Aquifer. The extent of the 

Shallow Aquifer which is devoid of water, as of December 2009, is shown by the green hatched 

pattern in Figure 3. The anomaly is evident in MW-5A, where the "groundwater elevation" 

reported is actually equivalent with or below the top ofthe clay aquitard. 

During 2009, the groundwater flow direction in each of the groundwater bearing zones beneath 

the Site was to the east. Please note that the groundwater elevation for monitoring well MW-7C 

was not used in the construction ofthe potentiometric map for the Deep Aquifer (Figure 5) as the 

water level differs a few feet from nearby wells screened within the Deep Aquifer. This anomaly 

is believed to be due to the fact that monitoring well MW-7C is screened more than 100 feet 

deeper than the other Deep Aquifer wells at the Site. 

3.2 DNAPL OCCURRENCE 

DNAPL was observed in three wells during the 2009 monitoring events (MW-19B, MW-22B, 

and MW-23B). The thickness of DNAPL observed in each of the 3 wells is presented in Table 

2. Figure 7 illustrates the position and thickness of DNAPL present in the lower Intermediate 

Aquifer (MW-19B, MW-22B, and MW-23B) as measured during the December 2009 gauging 

event. 

Figures 9 and 10 present the areal extent of DNAPL in the "upper" and "lower" Intermediate 

Aquifer. As explained in Section 1.2, the upper Intermediate Aquifer is composed of fine-grain 

silty sand, while the lower Intermediate Aquifer is composed of coarse-grain sand and gravel. 

Historically, DNAPL has been observed in the upper Intermediate Aquifer in a neutrally buoyant 

state. Figure 9 depicts the extent of DNAPL present in the upper Intermediate Aquifer based on 

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observations made during the various site investigations as well as the upper Intermediate 

Aquifer DNAPL delineation study conducted in August 2007 and reported in the Synopsis of Site 

Geology & Hydrogeology (TRC, 2008). Figure 10 depicts the extent of DNAPL present in the 

lower Intermediate Aquifer based on observations made during the various site investigations 

and the lower Intermediate Aquifer DNAPL delineation study conducted in February and March 

2007 as reported in the Synopsis of Site Geology & Hydrogeology (TRC, 2008), and as measured 

during the December 2009 gauging event. 

3.3 ANALYTICAL RESULTS 

As required by the FSP, groundwater samples were analyzed for benzene by Method SW-8021 

and for semi-volatile organic compounds (SVOC) by Method SW-8270. All laboratory analyses 

were performed by Pace Analytical, in St. Rose, Louisiana. The constituents of concem (COC) 

for the Site, as listed in the ROD, are as follows: 

Benzene; 

Benzo(a)anthracene; 

Benzo(a)pyrene (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; and 

2-Methylnaphthalene 

The 2009 groundwater analytical results are summarized in Table 5. Complete analytical reports 

are contained in Appendix A. The Groundwater Remediation Goal (GRG) for each constituent, 

as listed in the ROD, is presented below the constituent. Where a detectable concenfration for 

the COC was measured, the analytical result is presented in the "value" column. If no detectable 

concentration was measured, the value column is blank. Detection limits are provided in the 

"(DL)" column for all analyses, regardless of whether a measurable concentration was reported. 

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If the concenfration of the constituent exceeded the GRG, the value is marked in bold and 

italicized for ease of recognition. 

Figures 11 through 22 illustrate the occurrence and extent of dissolved-phase semi-volatile 

compounds and DNAPL for each aquifer during each of the four quarters for 2009. Analytical 

results are presented as the total SVOC concentration, the combined 2-methylnaphthalene/ 

naphthalene concenfration, and the BAP equivalent concentration. Where these results exceed 

the GRG, a hatched pattern has been placed around the well. Additionally, individual COCs 

greater than the respective GRG are presented in tabular form at the top left of each figure. 

Figures 15, 16, 17 and 18 also illustrate the estimated extent of DNAPL in both the upper and 

lower Intermediate Aquifer as determined by the DNAPL delineation studies completed in 2007. 

3.3.1 Shallow Aquifer 

First Quarter 2009 (Quarterly Event) 

Figure 11 presents the analytical results for monitoring conducted in the Shallow Aquifer during 

the first quarter of 2009. Only one ofthe four Shallow Aquifer monitoring wells sampled during 

the first quarter of 2009 had individual COCs detected above the GRGs. The GRGs for 

benzo(a)anthracene, benzo(b)fluoranthene, and chrysene were exceeded in MW-12A. 

Measurable concentrations of SVOCs were also detected in MW-lOA and MW-20A during the 

first quarter of 2009; however none ofthe concentrations were above the GRGs. The remaining 

Shallow Aquifer monitoring well sampled during the first quarter, MW-14A, did not report any 

detection of SVOCs. DNAPL was not measured in the Shallow Aquifer during the first quarter 

of2009. 

Second Quarter 2009 (Annual Event) 

Figure 12 presents the analytical results for monitoring conducted in the Shallow Aquifer during 

the second quarter of 2009. Three of the 11 Shallow Aquifer monitoring wells sampled during 

the second quarter of 2009 had individual COCs detected above the GRGs. The GRGs for 

benzene, carbazole, and dibenzofliran were exceeded in MW-3A, as well as the total SVOCs and 

the combined 2-methylnaphthalene/naphthalene GRGs. The GRG for carbazole was exceeded in 

MW-8A and the GRGs for benzo(a)anthracene, banzo(a)pyrene, benzo(b)fluorathene, 

benzo(k)fluoranthene, and chrysene, as well as the benzo(a)pyrene equivalent concentration 

were exceeded in MW-12A. Measurable concenfrations of SVOCs were also detected in MWlOA and MW-14A during the second quarter of 2009; however none ofthe concenfrations were 

above the GRGs. The remaining six Shallow Aquifer monitoring wells sampled during the 

second quarter did not report any detections of SVOCs. DNAPL was not observed in the 

Shallow Aquifer during the second quarter of 2009. 

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Third Quarter 2009 (Quarterly Event) 

Figure 13 presents the analytical results for monitoring conducted in the Shallow Aquifer during 

the third quarter of 2009. None of the four Shallow Aquifer monitoring wells sampled during 

the third quarter of 2009 had individual COCs detected above the GRGs. Measurable 

concenfrations of SVOCs were detected in MW-lOA and MW-20A; however, no GRGs were 

exceeded. The remaining two Shallow Aquifer wells, MW-12A and MW-14A, sampled during 

the third quarter did not report any detections of SVOCs. DNAPL was not observed in the 

Shallow Aquifer during the third quarter of 2009. 

Fourth Quarter 2009 (Semi-Annual Event) 

Figure 14 presents the analytical results for monitoring conducted in the Shallow Aquifer during 

the fourth quarter of 2009. Two of the five Shallow Aquifer monitoring wells sampled during 

the fourth quarter of 2009 had individual COCs detected above the GRGs. The GRGs for 

benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthene, and carbazole 

were exceeded in MW-8A(R) and the GRG for benzo(a)anthracene was exceeded in MW-12A. 

Measurable concentrations of SVOCs were also detected in MW-lOA; however, the GRGs were 

not exceeded. The remaining two Shallow Aquifer monitoring wells sampled during the fourth 

quarter, MW-14A and MW-20A, did not report any detections of SVOCs. DNAPL was not 

detected in the Shallow Aquifer during the fourth quarter of 2009. 

3.3.2 Intermediate Aquifer 

Fu-st Quarter 2009 (Quarterly Event) 

Figure 15 presents the analytical results for monitoring conducted in the Intermediate Aquifer 

during the first quarter of 2009. None ofthe five Intermediate Aquifer monitoring wells sampled 

during the first quarter of 2009 had individual COCs detected above the GRGs. Measurable 

concenfrations of SVOCs were detected in MW-8B, MW-1 OB, and MW-20B during the first 

quarter of 2009; however, none ofthe concentrations were above the GRGs. The remaining two 

Intermediate Aquifer monitoring wells sampled during the first quarter, MW-12B and MW-15B, 

did not report any detection of SVOCs. DNAPL was measured in recovery wells MW-19B, 

MW-22B, and MW-23B. DNAPL thicknesses ranged from a sheen in MW-23B to 7.34 feet in 

MW-22B. 

Second Quarter 2009 (Annual Event) 

Figure 16 presents the analytical results for monitoring conducted in the Intermediate Aquifer 

during the second quarter of 2009. Two of the 14 Intermediate Aquifer monitoring wells 

sampled during the second quarter of 2009 had individual COCs detected above the GRGs. The 

GRGs for benzo(a)anthracene and dibenzofliran were exceeded in MW-6B, while the GRG for 

carbazole was exceeded in MW-8. Measurable concentrations of SVOCs were also detected in 

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MW-12B, MW-16B, and MW-17B; however no GRGs were exceeded. The remaining nine 

Intermediate Aquifer monitoring wells sampled during the second quarter did not report any 

detections of SVOCs. DNAPL was measured in recovery wells MW-19B, MW-22B, and MW23B. DNAPL thicknesses ranged from approximately five one-hundredths of a foot in MW-23B 

to 7.42 feet in MW-22B. 

Third Quarter 2009 (Quarterly Event) 

Figure 17 presents the analytical results for monitoring conducted in the Intermediate Aquifer 

during the third quarter of 2009. Two of five Intermediate Aquifer monitoring wells sampled 

during the third quarter of 2009 had an individual COC detected above the GRGs. The GRG for 

carbazole was exceeded in MW-8B and the GRG for benzo(a)anthracene was exceeded in MW12B. Measurable concentrations of SVOCs were also detected in MW-1 OB; however, no GRGs 

were exceeded. The remaining two Intermediate Aquifer monitoring wells sampled during the 

third quarter, MW-15B and MW-20B, did not report any detections of SVOCs. DNAPL was 

measured in recovery wells MW-19B, MW-22B, and MW-23B. DNAPL thicknesses ranged 

from approximately one tenth of a foot in MW-23B to approximately 7.32 feet in MW-22B. 

Fourth Quarter 2009 (Semi-Annual Event) 

Figure 18 presents the analytical results for monitoring conducted in the Intermediate Aquifer 

during the fourth quarter of 2009. Three of the eight Intermediate Aquifer monitoring wells 

sampled during the fourth quarter of 2009 had individual COCs detected above the GRGs. The 

GRGs were exceeded for carbazole and dibenzoftiran in MW-6B, for carbazole in MW-8B and 

MW-12B. Measurable concenfrations of SVOCs were also detected in MW-20B; however, no 

GRGs were exceeded. The remaining four Intermediate Aquifer monitoring wells sampled 

during the fourth quarter, MW-1 OB, MW-15B, MW-16B, and MW-24B, did not report any 

detections of SVOCs. DNAPL was measured in recovery wells MW-19B, MW-22B, and MW23B. DNAPL thicknesses ranged from approximately one-tenth of a foot in MW-23B to 

approximately 7.34 feet in MW-22B. 

3.3.3 Deep Aquifer 

First Quarter 2009 (Quarterly Event) 

Figure 19 presents the analytical results for monitoring conducted in the Deep Aquifer during the 

first quarter of 2009. None of the five Deep Aquifer monitoring wells sampled during the first 

quarter of 2009 had individual COCs detected above the GRGs. Measurable concentrations of 

SVOCs were detected in MW-28CU, MW-28CL, MW-29CU and MW-29CL; however, none of 

the concentrations were above the GRGs. The remaining Deep Aquifer monitoring well sampled 

during the first quarter, MW-27C, did not report any detection of SVOCs. DNAPL was not 

observed in the Deep Aquifer during the first quarter of 2009. 

2009 Annual Groundwater Monitoring Report -j c 

A T&SF Albuquerque Superfund Site J~. 3 

June 2010 

001097
Second Quarter 2009 (Annual Event) 

Figure 20 presents the analytical results for monitoring conducted in the Deep Aquifer during the 

second quarter of 2009. None of the 12 Deep Aquifer monitoring wells sampled during the 

second quarter of 2009 had an individual COC detected above the GRGs. Measurable 

concenfrations of SVOCs were detected in MW-9CU, MW-25C, and MW-28CL; however, no 

GRGs were exceeded. The remaining nine Deep Aquifer monitoring wells sampled during the 

second quarter did not report any detections of SVOCs. DNAPL was not observed in the Deep 

Aquifer during the second quarter of 2009. As discussed in Section 2.3, monitoring well MW9CL was not sampled due to grout intmsion. 

Third Quarter 2009 (Quarterly Event) 

Figure 21 presents the analytical results for monitoring conducted in the Deep Aquifer during the 

third quarter of 2009. None ofthe flve Deep Aquifer monitoring wells sampled during the third 

quarter of 2009 had an individual COC detected above the GRG. Measurable concenfrations of 

SVOCs were detected in MW-27C, MW-28CU, MW-28CL, and MW-29CU; however, no GRGs 

were exceeded. The remaining Deep Aquifer monitoring well sampled during the third quarter, 

MW-29CL, did not report any detections of SVOCs. DNAPL was not observed in the Deep 

Aquifer during the third quarter of 2009. 

Fourth Quarter 2009 (Semi-Annual Event) 

Figure 22 presents the analytical results for monitoring conducted in the Deep Aquifer during the 

fourth quarter of 2009. None of the six Deep Aquifer monitoring wells sampled during the 

fourth quarter of 2009 had individual COCs detected above the GRGs. Measurable 

concenfrations of SVOCs were detected in MW-28CL and MW-29CL; however, the GRG was 

not exceeded. The remaining four Deep Aquifer monitoring wells sampled during the fourth 

quarter, MW-25C, MW-27C, MW-28CU, and MW-29CU, did not report any detections of 

SVOCs. DNAPL was not detected in the Deep Aquifer during the fourth quarter of 2009. 

3.3.4 Quality Control 

Complete analytical reports are contained in Appendix A. Appendix A also includes a letter 

from Pace Analytical Laboratories that clarifies the definition of "ND" on analytical results. ND 

reported under the result column when associated with the MDL column indicated that the 

analyte was not detected at or above the method detection limit. 

First Quarter 2009 (Quarterly Event) 

As discussed in Appendix B, quality control (QC) data associated with the first quarter of 2009 

indicates that measurement data are defensible and that reliability is generally within the 

expected limits of sampling and analytical error. Target analytes were not detected in reported 

2009 Annual Groundwater Monitoring Report -y f- ,^^ i . . . , .. 

AT&SF Albuquerque Superfund Site -'" O (t ^ I RC ^ 

June 2010 V^ " ^ ^ 

001098
# 

method blanks. The following QA issues were identified during the first quarter data quality 

assurance review: 

• Reported results for all target analytes are likely biased low in sample 0903-MW-12B 

based on MS/MSD results. These low biases may extend to other samples collected as 

part ofthis project. 

• The reported concentration of bis(2-ethylhexyl)phthalate in sample 0903-MW-29CU may 

be biased high based on surrogate recoveries. 

• Results for benzo(a)anthracene, benzo(b)fluoranthene, benzo(a)pyrene, and chrysene in 

samples collected from MW-12A include excessive variability based on field duplicate 

results. This increased imprecision may extend to other samples collected as part ofthis 

project. 

Reporting limits associated with non-detected results for carbazole in all submitted samples are 

greater than the QAPP-required reporting limit. 

Second Quarter 2009 (Annual Event) 

As discussed in Appendix B, quality control (QC) data associated with the second quarter of 

2009 indicates that measurement data are defensible and that reliability is generally within the 

expected limits of sampling and analytical error. Please note that the analytical laboratory 

inadvertently reported toluene, ethylbenzene, and xylenes as part ofthe SW-8021 analysis with 

benzene during the second quarter monitoring period. As a result, the results were included as 

part ofthe overall QA review although the analytes are not included in the site-specific COC list. 

The following QA issues were identified during the second quarter data quality assurance 

review: 

• 

• 

Concentrations of toluene in samples 0906-MW-8A(R), 0906-MW-8B, and 0906-EB-03 

may include significant measurement contributions from laboratory sources of 

contamination based on a method blank detection. 

Based on MS/MSD results, reported results for all Polycyclic Aromatic Hydrocarbon 

(PAH) compounds in samples 0906-MW-llB and 0906-MW-lOB are likely biased low 

due to matrix interferences. These low biases may extend to other samples collected as 

part of this event. 

2009 Annual Groundwater Monitoring Report 

AT&SF Albuquerque Superfund Site 

June 2010 3-7 ©TRC 

001099
• Reported concentrations of BTEX compounds in samples 0906-DUP-03 and 0906-MW3 A may be biased high based on surrogate recoveries. 

Reporting limits associated with non-detected results for carbazole in all submitted samples are 

greater than the QAPP-required reporting limit. 

Third Quarter 2009 (Quarterly Event) 

As discussed in Appendix B, quality control (QC) data associated with the third quarter of 2009 

indicates that measurement data are defensible and that reliability is generally within the 

expected limits of sampling and analytical error. The following QA issues were identified 

during the third quarter data quality assurance review: 

• Based on MS/MSD results, reported results for all PAH compounds in sample 0909-

MW-12B are likely biased low due to matrix interferences. These low biases may extend 

to other samples collected as part ofthis event. 

• Reporting limits associated with non-detected results for carbazole in all submitted 

samples are greater than the QAPP-required reporting limit. 

Fourth Quarter 2009 (Semi-Annual Event) 

As discussed in Appendix B, quality confrol (QC) data associated with the fourth quarter of 2009 

indicates that measurement data are defensible and that reliability is generally within the 

expected limits of sampling and analytical error. The following QA issues were identified 

during the fourth quarter data quality assurance review: 

• Based on MS/MSD results, reported results for all PAH compounds in sample 0912-

MW-6B are likely biased low due to matrix interferences. These low biases may extend 

to other samples collected as part ofthis event. 

• Reporting limits associated with non-detected results for carbazole in all submitted 

samples are greater than the QAPP-required reporting limit. 

Field duplicate results for samples 0912-MW-12B and 0912-DUP-Ol are indicative of excessive 

variability for reported concentrations of benzo(a)anthracene and chrysene in samples collected 

at MW-12B. This increased imprecision may extend to other samples collected as part ofthis 

project. 

2009 Annual Groundwater Monitoring Report -j Q 

A T&SF Albuquerque Superfund Site -5 " O 

June 2010 ©TRC 

001100
3.4 DISSOLVED-PHASE PLUME EVALUATION 

3.4.1 Shallow Aquifer 

Dissolved-phase impacts to the Shallow Aquifer occur primarily in the south cenfral part of the 

Site, immediately adjacent to or down-gradient ofthe former WWR. Figure 12, which presents 

the extent of dissolved-phase impacts identified in the Shallow Aquifer during the second quarter 

(annual event), provides the most complete picture ofthe dissolved-phase impacts to the Shallow 

Aquifer. Of the eleven Shallow Aquifer monitoring wells sampled during the second quarter, 

MW-3A, which is sampled only during the armual groundwater monitoring event, had the 

highest concenfration of dissolved-phase constituents in the Shallow Aquifer (10,719 ^ig/L). 

Located directly east of the former WWR, MW-3 A is impacted primarily with naphthalene and 

2-methylnapthalene (10,231 |ig/L, combined); however, the concentrations of naphthalene and 

2-methylnaphthalene decline markedly down-gradient (to the east) before reaching the Site 

boundary (MW-8A(R)). The concentration of naphthalene present in MW-8A(R) is well below 

the GRG and 2-methylnaphthalene is not detected in MW-8A(R). Further down-gradient, 

monitoring wells MW-20A and MW-14A, sampled during each quarter of 2009, did not report 

any detections of naphthalene or 2-methylnaphthalene. Lesser concentrations of benzene, 

carbazole, and dibenzofliran, all of which exceeded the individual GRGs, are also present in 

MW-3 A. Benzene was also noted down-gradient in MW-14A during the armual event, although 

the concenfration (1.12 |J.g/L) was below the GRG. Concentrations of PAH compounds in MW8A(R) during the fourth quarter (Figure 14) exceed several ofthe GRGs; however, the B(a)P 

equivalency concentration is slightly below the GRG. 

To the west ofthe former WWR in a general up-gradient direction, dibenzofuran was reported in 

MW-lOA throughout 2009, although the concenfrations never exceeded the GRG. Bis(2-

ethylhexyl)phthalate was also detected in MW-lOA in three ofthe four quarters and naphthalene 

in one ofthe four quarters; however none ofthe concentrations were above the GRG. 

To the south ofthe former WWR, PAH concentrations fluctuated in MW-12A throughout the 

year with several exceeding the individual GRGs. However, the benzo(a)pyrene (B(a)P) 

equivalency GRG was not exceeded in any of the four quarters of 2009, which continues a frend 

identifled in 2008 where the B(a)P equivalency GRG was not exceeded in the groundwater 

samples collected. This marks a departure from the trend identified in 2007, where the B(a)P 

equivalency GRG was exceeded in all four monitoring events. 

"Non-detect" results from groundwater monitoring wells located in the northem half of the Site, 

outside the eastem fence, south of MW-12A, and west of MW-lOA, indicate that the Shallow 

Aquifer dissolved-phase plume is stable and located primarily within the Site boundaries. 

2009 Annual Groundwater Monitoring Report 

AT&SF Albuquerque Superfund Site 

June 2010 3-9 ©TRC 

001101
3.4.2 Intermediate Aquifer 

The nature and extent of the DNAPL in the Intermediate Aquifer was fiirther refined during the 

first and third quarters of 2007 through a series of stepped investigations. As previously 

documented in Figures 9 and 10, the majority of free-phase DNAPL is present in the 

Intermediate Aquifer either as a widespread neutrally-buoyant plume in the upper Intermediate 

Aquifer or as isolated pools at the base ofthe lower Intermediate Aquifer. 

Although the majority of the DNAPL is present in the Intermediate Aquifer, no dissolved-phase 

plumes exceeding the calculated values were identifled during 2009. Individual COCs, 

including benzo(a)anthracene, carbazole, and dibenzoftiran were noted as periodically exceeding 

their respective GRGs in MW-6B, MW-8B, and MW-12B, during the second, third, and fourth 

quarters of 2009. 

Figure 16, which presents the extent of dissolved-phase impacts identified in the Intermediate 

Aquifer during the second quarter (armual event), provides the most complete picture of the 

dissolved-phase impacts to the Shallow Aquifer. Similar to the Shallow Aquifer, dissolvedphase impacts to the Intermediate Aquifer are located primarily in the south-central part of the 

Site, to the south and east of the neutrally-buoyant plume in the upper Intermediate Aquifer. Of 

the fourteen Intermediate Aquifer monitoring wells sampled during the second quarter, MW-6B 

had the highest concentration of dissolved-phase constituents in the Intermediate Aquifer (22.62 

Ug/L). This concentration is below the total SVOC GRG of 82.6 ^g/L. 

Impacts to outlying wells include MW-17B, located near the northem boundary of the Site, 

which had an estimated concenfration of naphthalene in the second quarter; and MW-20B 

located outside the eastem fence, which had elevated concentrations of dibenzoftiran, bis(2-

ethylhexyl)phthalate, 2-methylnaphthalene, and naphthalene during the first quarter, and bis(2-

ethylhexyl)phthalate during the fourth quarter. Note that no detections of organic compounds 

were reported in MW-20B during the second and third quarters. 

"Non-detect" results from the remaining groundwater monitoring wells completed in the 

Intermediate Aquifer indicate that the Intermediate Aquifer dissolved-phase plume is stable and 

located primarily within the Site boundaries. 

3.4.3 Deep Aquifer 

No discemible dissolved-phase plumes were identified in the Deep Aquifer during 2009. The 

exceedance of the B(a)P equivalency GRG identified in MW-28CL and MW-29CU during the 

fourth quarter of 2008 was not repeated in any ofthe four quarters of 2009. The primary analyte 

detected in the groundwater samples collected from the Deep Aquifer in 2009 was bis(2-

ethylhexyl)phthalate, accounting for eleven of the 15 reported detections. Naphthalene and 

2009 Annual Groundwater Monitoring Report -j i ^ 

AT&SF Albuquerque Superfund Site J ' I ^ 

June 2010 ©TRC 

001102
benzo(a)anthracene accounted for the other four detections, although no real trends could be 

identified. None of the 15 reported detections exceeded the respective GRGs. At the request of 

EPA, BNSF has amended the monitoring schedule to include all Deep Aquifer monitoring wells 

in each quarter and will continue to monitor the aquifer to determine if there are any trends. 

2009 Annual Groundwater Monitoring Report ^1 1 

AT&SF Albuquerque Superfund Site r>- l 1 

June 2010 

001103
4.0 CONCLUSIONS 

The following conclusions were developed based on the data collected during the 2009 

groundwater monitoring events: 

• Results from the First Quarter 2009 Monitoring Event are summarized as 

follows: 

Shallow Aquifer: One ofthe four wells sampled (MW-12 A) had 

individual SVOCs that exceeded the GRGs. None of the 

calculated GRGs were exceeded. 

Intermediate Aquifer: None of the five wells sampled had 

individual SVOCs that exceeded the GRGs. None of the 

calculated GRGs were exceeded. 

Deep Aquifer: None of the five wells sampled had individual 

SVOCs that exceeded the GRGs. None of the calculated GRGs 

were exceeded. 

• Results from the Second Quarter 2009 Monitoring Event are summarized 

as follows: 

Shallow Aquifer: One of the three wells sampled for benzene 

(MW-3 A) exceeded the benzene GRG. Three out of the 11 wells 

sampled (MW-3A, MW-8A(R), and MW-12A) had individual 

SVOCs that exceeded the GRGs. The total SVOC GRG and the 

combined 2-Methylnaphthalene/Naphthalene GRG were exceeded 

in wells MW-3A. 

Intermediate Aquifer: The one well sampled for benzene did not 

exceed the benzene GRG. Two ofthe 14 wells sampled (MW-6B 

and MW-8B) had individual SVOCs that exceeded the GRGs. 

None ofthe calculated GRGs were exceeded. 

Deep Aquifer: None ofthe 12 wells sampled had an individual 

SVOCs that exceeded the GRG. None of the calculated GRGs 

were exceeded. 

2009 Annual Groundwater Monitoring Report A A .^ ^ 

AT&SF Albuquerque Superfund Site T' " i ll ^ I 

June 2010 

001104
Results from the Third Quarter 2009 Monitoring Event are summarized as 

follows: 

Shallow Aquifer: None of the four wells sampled had individual 

SVOCs that exceeded the GRGs. None of the calculated GRGs 

were exceeded. 

Intermediate Aquifer: Two of the five wells sampled (MW-8B 

and MW-12B) had an individual SVOC that exceeded the GRGs. 

None ofthe calculated GRGs were exceeded. 

Deep Aquifer: None of the five wells sampled had an individual 

SVOC that exceeded the GRGs. None of the calculated GRGs 

were exceeded. 

Results from the Fourth Quarter 2009 Monitoring Event are sunmiarized 

as follows: 

Shallow Aquifer: Two of the five wells sampled (MW-8A(R) 

and MW-12A) had individual SVOCs that exceeded the GRGs. 

None ofthe calculated GRGs were exceeded. 

Intermediate Aquifer: Three of the eight wells sampled (MW6B, MW-8B, and MW-12B) had individual SVOCs that exceeded 

the GRGs. None ofthe calculated GRGs were exceeded. 

Deep Aquifer: None of the six wells sampled had individual 

SVOCs that exceeded the GRGs. None of the calculated GRGs 

were exceeded. 

DNAPL is not observed in the Shallow Aquifer. DNAPL is present in the 

upper Intermediate Aquifer in a neutrally-buoyant state and in the lower 

Intermediate Aquifer in four isolated pools. DNAPL is not observed in 

the Deep Aquifer. DNAPL continues to be recovered from MW-19B, 

MW-22B, and MW-23B. Approximately 35 gallons of DNAPL were 

recovered in 2009, bringing the total volume of recovered DNAPL to 673 

gallons since 2003. 

Analytical results reported in 2009 indicate that the free-phase and 

dissolved-phase plumes are stable and located primarily in the southcentral portion of the Site. Six wells, MW-3A, MW-8A(R), and MW12A in the Shallow Aquifer; and MW-6B, MW-8B, and MW-12B in the 

Intermediate Aquifer, had at least one reported concentration of an SVOC 

that exceeded the respective GRG at least once during 2009. Only one 

well, MW-3A had a calculated concentration that exceeded the GRG. 

Both the total SVOC GRG (82.6 |j.g/L) and the combined naphthalene/2-

2009 Annual Groundwater Monitoring Report A r. 

AT&SF Albuquerque Superfund Site T—Z 

June 2010 

001105
methylnaphthalene GRG were exceeded in MW-3A during the second 

quarter of 2009. The benzene GRG was also exceeded in MW-3 A during 

the second quarter. 

• 

2009 Annual Groundwater Monitoring Report A y, 

AT&SF Albuquerque Superfund Site ^ " J 

June 2010 

001106
5.0 REFERENCES 

Radian Intemational. (1997). Groundwater Monitoring Program, 1996 Annual Report for The 

Atchison, Topeka and Santa Fe Railway Company, Former Tie Treating Facility, 

Albuquerque, New Mexico, Albuquerque, New Mexico. 

TRC Enviroimiental Corporation. (2006). Final Field Sampling Plan, AT&SF Albuquerque 

Superfund Site, Albuquerque, New Mexico, Houston, Texas. 

United States Envirotmiental Protection Agency (EPA) Region 6. (2002). Record of Decision 

(ROD), AT&SF Albuquerque Superfund Site, Albuquerque, New Mexico. 

2009 Annual Groundwater Monitoring Report 

A T&SF Albuquerque Superfund Site 

June 2010 

5-1 ©TR C 

001107
I 

) . 1 

•r r ^ -y I ' i • , ' ' '' v 

20tf9 Animal Groundwater Monitoring Report 

A T&SF Albuquerque .Superfund Site 

June 2010 

TABLES 

CTR C 

001108
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007-2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-OIA 

MW-OIB 

MW-02A 

MW-02B 

MW-03A 

MW-04A 

Date of 

Measurement 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Top of Casing 

Elevation 

(ft MSL) 

4930.37 

4930.37 

4930.37 

4930.37 

4930.37 

Approximate 

DNAPL 

Thickness (ft) 

0 

0 

0 

0 

0 

Depth to 

Groundwater 

(ft BTC) 

15.01 

14.43 

14.12 

14.54 

14.90 

Groundwater 

Elevation 

(ft MSL) 1 

4915.36 

4915.94 

4916.25 

4915.83 

4915.47 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

4930.72 

4930.72 

4930.72 

4930.72 

4930.72 

0 

0 

0 

0 

0 

15.90 

15.34 

15.04 

15.50 

15.80 

4914.82 

4915.38 

4915.68 

4915.22 

4914.92 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

0 

0 

0 

0 

0 

20.76 

20.36 

20.05 

20.23 

20.60 

4914.26 

4914.66 

4914.97 

4914.79 

4914.42 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

4935.00 

4935.00 

4935.00 

4935.00 

4935.00 

0.44 

0.42 

0.45 

0 

0 

21.46 

21.05 

21.74 

21.12 

21.41 

4913.54 

4913.95 

4913.26 

4913.88 

4912.49 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4934.82 

4935.08 

4935.08 

4935.08 

4935.08 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

22.79 

22.35 

22.13 

22.38 

22.61 

22.57 

21.88 

22.11 

22.47 

22.02 

21.81 

21.91 

21.95 

21.52 

21.38 

21.56 

4912.03 

4912.47 

4912.69 

4912.44 

4912.21 

4912.25 

4912.94 

4912.71 

4912.35 

4912.80 

4913.01 

4912.91 

4913.13 

4913.56 

4913.70 

4913.52 

Page 1 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001109
• 

TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-04A 

MW-05A 

MW-05B 

MW-05CL 

Date of 

Measurement 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Top of Casing 

Elevation 

(ft MSL) 

4935.08 

4935.08 

4935.08 

4935.08 

4935.08 

4935.08 

4935.08 

4935.08 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.80 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4935.60 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

21.76 

21.70 

21.90 

21.32 

21.67 

21.28 

21.04 

21.11 

23.04 

22.65 

22.59 

22.61 

22.80 

22.84 

22.38 

22.35 

22.70 

22.43 

22.16 

22.15 

22.67 

22.24 

22.05 

22.30 

22.45 

22.39 

21.88 

22.07 

22.41 

21.96 

21.75 

21.85 

22.41 

22.02 

21.87 

22.04 

22.17 

22.19 

21.66 

21.81 

Groundwater 

Elevation 

(ft MSL) 

4913.32 

4913.38 

4913.18 

4913.76 

4913.41 

4913.80 

4914.04 

4913.97 

4912.76 

4913.15 

4913.21 

4913.19 

4913.00 

4912.96 

4913.42 

4913.45 

4913.10 

4913.37 

4913.64 

4913.65 

4912.93 

4913.36 

4913.55 

4913.30 

4913.15 

4913.21 

4913.72 

4913.53 

4913.19 

4913.64 

4913.85 

4913.75 

4912.33 

4912.72 

4912.87 

4912.70 

4912.57 

4912.55 

4913.08 

4912.93 

Page 2 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001110
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007-2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-05CL 

MW-05CU 

MW-06B 

MW-07B 

Date of 

Measurement 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Top of Casing 

Elevation 

(ft MSL) 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.74 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4934.18 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

4936.11 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

22.10 

21.73 

21.51 

21.55 

22.47 

22.08 

21.93 

22.10 

22.22 

22.26 

21.71 

21.87 

22.19 

21.75 

21.55 

21.61 

22.24 

21.78 

21.57 

21.83 

22.10 

22.00 

21.31 

21.56 

21.87 

21.42 

21.25 

21.32 

25.08 

24.70 

24.58 

24.71 

24.83 

24.95 

24.35 

24.43 

24.73 

24.17 

24.25 

24.15 

Groundwater 

Elevation 

(ft MSL) 

4912.64 

4913.01 

4913.23 

4913.19 

4912.27 

4912.66 

4912.81 

4912.64 

4912.52 

4912.48 

4913.03 

4912.87 

4912.55 

4912.99 

4913.19 

4913.13 

4911.94 

4912.40 

4912.61 

4912.35 

4912.08 

4912.18 

4912.87 

4912.62 

4912.31 

4912.76 

4912.93 

4912.86 

4911.03 

4911.41 

4911.53 

4911.40 

4911.28 

4911.16 

4911.76 

4911.68 

4911.38 

4911.94 

4911.86 

4911.96 

Page 3 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001111
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-07C 

MW-08A(R) 

MW-08B 

MW-09A 

Date of 

Measurement 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Top of Casing 

Elevation 

(ft MSL) 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4935.62 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.43 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4930.77 

4930.77 

4930.77 

4930.77 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

27.18 

27.30 

27.30 

26.72 

26.82 

27.62 

27.00 

26.52 

26.80 

26.90 

26.75 

26.02 

23.42 

23.04 

22.91 

23.02 

23.16 

23.23 

22.64 

22.70 

22.91 

22.77 

22.55 

22.36 

23.38 

22.99 

22.82 

23.01 

23.20 

23.23 

22.57 

22.72 

23.03 

22.71 

22.51 

22.48 

15.93 

15.46 

15.06 

15.36 

Groundwater 

Elevation 

(ft MSL) 

4908.44 

4908.32 

4908.32 

4908.90 

4908.80 

4908.00 

4908.62 

4909.10 

4908.82 

4908.72 

4908.87 

4909.60 

4911.01 

4911.39 

4911.52 

4911.41 

4911.27 

4911.20 

4911.79 

4911.73 

4911.52 

4911.66 

4911.88 

4912.07 

4910.96 

4911.35 

4911.52 

4911.33 

4911.14 

4911.11 

4911.77 

4911.62 

4911.31 

4911.63 

4911.83 

4911.86 

4914.84 

4915.31 

4915.71 

4915.41 

Page 4 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001112
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-09A 

MW-09B 

MW-09CL 

MW-09CU 

Date of 

Measurement 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Top of Casing 

Elevation 

(ft MSL) 

4930.77 

4930.77 

4930.77 

4930.77 

4930.77 

4930.77 

4930.77 

4930.77 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.83 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

4930.64 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

15.72 

15.44 

14.85 

15.16 

15.65 

15.23 

14.84 

15.11 

16.50 

15.92 

15.50 

16.05 

16.45 

16.02 

15.27 

15.77 

16.27 

15.23 

15.30 

15.75 

15.79 

15.14 

14.81 

15.22 

15.68 

15.18 

14.61 

15.01 

15.51 

14.81 

14.55 

14.96 

15.79 

15.15 

14.78 

15.30 

15.60 

15.22 

14.68 

15.05 

Groundwater 

Elevation 

(ft MSL) 

4915.05 

4915.33 

4915.92 

4915.61 

4915.12 

4915.54 

4915.93 

4915.66 

4914.33 

4914.91 

4915.33 

4914.78 

4914.38 

4914.81 

4915.56 

4915.06 

4914.56 

4915.60 

4915.53 

4915.08 

4914.85 

4915.50 

4915.83 

4915.42 

4914.96 

4915.46 

4916.03 

4915.63 

4915.13 

4915.83 

4916.09 

4915.68 

4914.85 

4915.49 

4915.86 

4915.34 

4915.04 

4915.42 

4915.96 

4915.59 

Page 5 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001113
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-09CU 

MW-lOA 

MW-1 OB 

MW-11A 

Date of 

Measurement 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Top of Casing 

Elevation 

(ft MSL) 

4930.64 

4930.64 

4930.64 

4930.64 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4930.98 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4931.29 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

4930.65 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

15.51 

14.83 

14.58 

15.06 

15.20 

14.60 

14.25 

14.77 

15.15 

14.62 

14.11 

14.58 

15.01 

14.27 

13.95 

14.50 

16.06 

15.46 

15.11 

15.63 

16.00 

15.52 

14.95 

15.44 

15.86 

15.05 

14.82 

15.35 

17.64 

17.10 

16.61 

17.02 

17.49 

17.16 

16.30 

16.72 

17.29 

16.50 

16.40 

16.66 

Groundwater 

Elevation 

(ft MSL) 

4915.13 

4915.81 

4916.06 

4915.58 

4915.78 

4916.38 

4916.73 

4916.21 

4915.83 

4916.36 

4916.87 

4916.40 

4915.97 

4916.71 

4917.03 

4916.48 

4915.23 

4915.83 

4916.18 

4915.66 

4915.29 

4915.77 

4916.34 

4915.85 

4915.43 

4916.24 

4916.47 

4915.94 

4913.01 

4913.55 

4914.04 

4913.63 

4913.16 

4913.49 

4914.35 

4913.93 

4913.36 

4914.15 

4914.25 

4913.99 

Page 6 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001114
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-1 IB 

MW-12A 

MW-12B 

MW-14A 

Date of 

Measurement 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Top of Casing 

Elevation 

(ft MSL) 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4930.81 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.15 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4930.90 

4930.90 

4930.90 

4930.90 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

17.66 

17.12 

16.70 

17.18 

17.58 

17.25 

23.51 

16.88 

17.37 

16.18 

16.50 

16.83 

17.89 

17.39 

16.85 

17.12 

17.61 

17.35 

16.55 

16.86 

17.43 

17.01 

16.60 

16.80 

18.01 

17.48 

17.12 

17.56 

17.92 

17.61 

16.86 

17.30 

17.75 

16.80 

16.90 

17.22 

20.25 

19.97 

20.42 

20.35 

Groundwater 

Elevation 

(ft MSL) 

4913.15 

4913.69 

4914.11 

4913.63 

4913.23 

4913.56 

4907.30 

4913.93 

4913.44 

4914.63 

4914.31 

4913.98 

4913.26 

4913.76 

4914.30 

4914.03 

4913.54 

4913.80 

4914.60 

4914.29 

4913.72 

4914.14 

4914.55 

4914.35 

4913.34 

4913.87 

4914.23 

4913.79 

4913.43 

4913.74 

4914.49 

4914.05 

4913.60 

4914.55 

4914.45 

4914.13 

4910.65 

4910.93 

4910.48 

4910.55 

Page 7 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001115
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-14A 

MW-15B 

MW-16B 

MW-17B 

Date of 

Measurement 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

.Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Top of Casing 

Elevation 

(ft MSL) 

4930.90 

4930.90 

4930.90 

4930.90 

4930.90 

4930.90 

4930.90 

4930.90 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.28 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4931.42 

4936.68 

4936.68 

4936.68 

4936.68 

4936.68 

4936.68 

4936.68 

4936.68 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

19.57 

20.74 

19.77 

19.09 

17.13 

19.58 

19.24 

18.95 

21.40 

21.06 

20.92 

21.06 

21.20 

21.37 

20.66 

20.73 

21.04 

20.79 

20.62 

20.48 

20.96 

20.59 

20.41 

20.60 

20.80 

20.87 

20.11 

20.29 

20.61 

20.25 

20.11 

20.08 

24.25 

23.82 

23.71 

23.88 

23.98 

24.01 

23.51 

23.68 

Groundwater 

Elevation 

(ft MSL) 

4911.33 

4910.16 

4911.13 

4911.81 

4913.77 

4911.32 

4911.66 

4911.95 

4909.88 

4910.22 

4910.36 

4910.22 

4910.08 

4909.91 

4910.62 

4910.55 

4910.24 

4910.49 

4910.66 

4910.80 

4910.46 

4910.83 

4911.01 

4910.82 

4910.62 

4910.55 

4911.31 

4911.13 

4910.81 

4911.17 

4911.31 

4911.34 

4912.43 

4912.86 

4912.97 

4912.80 

4912.70 

4912.67 

4913.17 

4913.00 

Page 8 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001116
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-17B 

MW-18A 

MW-18B 

MW-19B 

MW-20A 

Date of 

Measurement 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Top of Casing 

Elevation 

(ft MSL) 

4936.68 

4936.68 

4936.68 

4936.68 

4935.98 

4935.98 

4935.98 

4935.98 

4935.98 

Approximate 

DNAPL 

Thickness (ft) 

0 

0 

0 

0 

0.18 

0.15 

0.03 

0.125 

0.01 

Depth to 

Groundwater 

(ft BTC) 

23.96 

23.59 

23.34 

23.40 

23.72 

23.38 

23.35 

23.25 

23.45 

Groundwater 

Elevation 

(ft MSL) 

4912.72 

4913.09 

4913.34 

4913.28 

4912.26 

4912.60 

4912.63 

4912.73 

4912.53 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

4936.80 

4936.80 

4936.80 

4936.80 

4936.80 

0 

0 

0 

0 

0 

24.68 

24.25 

24.10 

24.30 

24.45 

4912.12 

4912.55 

4912.70 

4912.50 

4912.35 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4936.32 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

4933.22 

1.65 

1.06 

1.44 

1.45 

1.18 

0.39 

1.04 

0.99 

0.62 

0.7 

1.4 

1.45 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

24.68 

24.37 

24.17 

24.38 

25.56 

24.67 

23.97 

24.05 

24.42 

21.75 

23.70 

23.90 

22.44 

22.09 

21.99 

21.96 

22.10 

22.16 

21.69 

21.63 

21.90 

21.78 

21.53 

21.30 

4911.64 

4911.95 

4912.15 

4911.94 

4910.76 

4911.65 

4912.35 

4912.27 

4911.90 

4914.57 

4912.62 

4912.42 

4910.78 

4911.13 

4911.23 

4911.26 

4911.12 

4911.06 

4911.53 

4911.59 

4911.32 

4911.44 

4911.69 

4911.92 

Page 9 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superpnd Site 

March 2010 

001117
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ED 

MW-20B 

MW-21A 

MW-21B 

MW-22B 

MW-23B 

Date of 

Measurement 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Top of Casing 

Elevation 

(ft MSL) 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4933.05 

4936.09 

4936.09 

4936.09 

4936.09 

4936.09 

Approximate 

DNAPL 

Thickness (ft) 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

Depth to 

Groundwater 

(ft BTC) 

22.76 

22.41 

22.30 

22.39 

22.53 

22.68 

22.05 

22.10 

22.40 

22.13 

21.95 

21.83 

23.74 

23.38 

. 23.30 

23.29 

23.50 

Groundwater 

Elevation 

(ft MSL) 1 

4910.29 

4910.64 

4910.75 

4910.66 

4910.52 

4910.37 

4911.00 

4910.95 

4910.65 

4910.92 

4911.10 

4911.22 

4912.35 

4912.71 

4912.79 

4912.80 

4912.59 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

4936.68 

4936.68 

4936.68 

4936.68 

4936.68 

0 

0 

0 

0 

0 

24.37 

23.95 

23.81 

24.00 

24.13 

4912.31 

4912.73 

4912.87 

4912.68 

4912.55 

Plugged & Abandoned - May 2008 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4935.02 

4931.35 

4931.35 

4931.35 

4931.35 

7.23 

7.18 

8.13 

8.06 

7.27 

7.25 

5.98 

7.23 

7.34 

7.42 

7.32 

7.34 

0.18 

0.05 

0.02 

0.02 

21.97 

21.64 

21.41 

20.81 

21.86 

21.88 

21.25 

21.48 

21.72 

20.98 

21.00 

21.25 

17.14 

16.72 

16.39 

16.84 

4913.05 

4913.38 

4913.61 

4914.21 

4913.16 

4913.14 

4913.77 

4913.54 

4913.30 

4914.04 

4914.02 

4913.77 

4914.21 

4914.63 

4914.96 

4914.51 

Page 10 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001118
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-23B 

MW-24B 

MW-25C 

MW-26C 

Date of 

Measurement 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Top of Casing 

Elevation 

(ft MSL) 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4931.35 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4930.86 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4934.34 

4935.12 

4935.12 

4935.12 

4935.12 

4935.12 

Approximate 

DNAPL 

Thickness (ft) 

0.1 

0.05 

0.05 

0.02 

0 

0.05 

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 

Depth to 

Groundwater 

(ft BTC) 

17.10 

16.89 

16.20 

16.60 

17.95 

15.79 

16.07 

16.52 

16.12 

15.55 

15.20 

15.70 

16.05 

15.62 

15.01 

15.47 

15.89 

15.07 

14.92 

15.40 

22.38 

21.95 

21.75 

21.99 

22.20 

22.16 

21.51 

21.72 

22.06 

21.65 

21.45 

21.52 

23.73 

23.30 

23.15 

23.32 

23.52 

Groundwater 

Elevation 

(ft MSL) 

4914.25 

4914.46 

4915.15 

4914.75 

4913.40 

4915.56 

4915.28 

4914.83 

4914.74 

4915.31 

4915.66 

4915.16 

4914.81 

4915.24 

4915.85 

4915.39 

4914.97 

4915.79 

4915.94 

4915.46 

4911.96 

4912.39 

4912.59 

4912.35 

4912.14 

4912.18 

4912.83 

4912.62 

4912.28 

4912.69 

4912.89 

4912.82 

4911.39 

4911.82 

4911.97 

4911.80 

4911.60 

Plugged & Abandoned - May 2008 

Page 11 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001119
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-27C 

MW-28CL 

MW-28CU 

MW-29CL 

Date of 

Measurement 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Top of Casing 

Elevation 

(ft MSL) 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4929.23 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4933.98 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4934.00 

4933.86 

4933.86 

4933.86 

4933.86 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

16.83 

16.32 

16.01 

16.40 

16.72 

16.46 

15.76 

16.14 

16.55 

15.79 

15.75 

16.02 

23.44 

23.08 

22.95 

23.05 

23.22 

23.33 

22.70 

22.77 

23.09 

22.80 

22.60 

22.53 

23.40 

23.04 

22.90 

23.02 

23.18 

23.29 

22.65 

22.75 

23.06 

22.77 

22.56 

22.50 

23.16 

22.77 

22.65 

22.75 

Groundwater 

Elevation 

(ft MSL) 

4912.40 

4912.91 

4913.22 

4912.83 

4912.51 

4912.77 

4913.47 

4913.09 

4912.68 

4913.44 

4913.48 

4913.21 

4910.54 

4910.90 

4911.03 

4910.93 

4910.76 

4910.65 

4911.28 

4911.21 

4910.89 

4911.18 

4911.38 

4911.45 

4910.60 

4910.96 

4911.10 

4910.98 

4910.82 

4910.71 

4911.35 

4911.25 

4910.94 

4911.23 

4911.44 

4911.50 

4910.70 

4911.09 

4911.21 

4911.11 

Page 12 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001120
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-29CL 

MW-29CU 

MW-30CL 

MW-30CU 

Date of 

Measurement 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Top of Casing 

Elevation 

(ft MSL) 

4933.86 

4933.86 

4933.86 

4933.86 

4933.86 

4933.86 

4933.86 

4933.86 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4934.12 

4930.84 

4930.84 

4930.84 

4930.84 

4930.84 

4930.84 

4930.84 

4930.84 

4930.84 

4930.84 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

22.90 

23.02 

22.41 

22.48 

22.79 

22.52 

22.31 

22.22 

23.40 

23.03 

22.91 

23.02 

23.17 

23.28 

22.66 

22.75 

23.04 

22.78 

22.57 

22.49 

15.42 

14.84 

14.49 

15.02 

15.38 

14.89 

14.33 

14.83 

15.25 

14.43 

Groundwater 

Elevation 

(ft MSL) 

4910.96 

4910.84 

4911.45 

4911.38 

4911.07 

4911.34 

4911.55 

4911.64 

4910.72 

4911.09 

4911.21 

4911.10 

4910.95 

4910.84 

4911.46 

4911.37 

4911.08 

4911.34 

4911.55 

4911.63 

4915.42 

4916.00 

4916.35 

4915.82 

4915.46 

4915.95 

4916.51 

4916.01 

4915.59 

4916.41 

Well Casing Damaged at Depth 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

4930.69 

4930.69 

4930.69 

4930.69 

4930.69 

4930.69 

4930.69 

4930.69 

0 

0 

0 

0 

0 

0 

0 

0 

15.21 

14.62 

14.28 

14.81 

15.17 

14.69 

14.13 

14.61 

4915.48 

4916.07 

4916.41 

4915.88 

4915.52 

4916.00 

4916.56 

4916.08 

Page 13 of 14 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001121
TABLE 2. GROUNDWATER ELEVATION DATA 

(2007 - 2009) 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

ID 

MW-30CU 

MW-31A 

MW-3 IB 

Date of 

Measurement 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

May-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Top of Casing 

Elevation 

(ft MSL) 

4930.69 

4930.69 

4930.69 

4930.69 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.54 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

4930.30 

Approximate 

DNAPL 

Thickness (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 

Depth to 

Groundwater 

(ft BTC) 

15.04 

14.22 

14.02 

14.54 

14.46 

13.85 

13.49 

14.05 

14.41 

13.87 

15.35 

13.86 

14.28 

13.51 

13.20 

13.79 

14.94 

14.34 

13.98 

14.52 

14.88 

14.36 

13.82 

14.33 

14.76 

13.96 

13.69 

14.26 

Groundwater 

Elevation 

(ft MSL) 

4915.65 

4916.47 

4916.67 

4916.15 

4916.08 

4916.69 

4917.05 

4916.49 

4916.13 

4916.67 

4915.19 

4916.68 

4916.26 

4917.03 

4917.34 

4916.75 

4915.36 

4915.96 

4916.32 

4915.78 

4915.42 

4915.94 

4916.48 

4915.97 

4915.54 

4916.34 

4916.61 

4916.04 

Page 14 of 14 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfund Site 

March 2010 

001122
TABLE 3. GROUNDWATER SAMPLING PROGRAM SUMMARY 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-IA 

MW-IB 

MW-2A 

MW-2B 

MW-3A 

MW-4A 

MW-5A 

MW-5B 

MW-5CL 

MW-5CU 

MW-6B 

MW-7B 

MW-7C 

MW-8A (R) 

MW-8B 

MW-9A 

MW-9B 

MW-9CL 

MW-9CU 

MW-lOA 

MW-lOB 

MW-11A 

MW-1 IB 

MW-12A 

MW-12B 

MW-13A 

MW-13B 

MW-14A 

MW-15B 

MW-16B 

MW-17A 

MW-17B 

MW-18 A 

MW-18B 

MW-19B 

MW-20A 

MW-20B 

MW-21A 

MW-21B 

Sampling Frequency 

Quarterly Semi-Annual Annual 

Well plugged & abandoned - May 2008 

Well plugged & abandoned - May 2008 

Well plugged & abandoned - May 2008 

Well plugged & abandoned - May 2008 

• 

• 

• 

• 

• 

• 

• 

• 

• • 

• • 

• • 

Well plugged & abandoned - May 2002 

Well plugged & abandoned - May 2002 

• 

• 

• 

• • 

• 

• 

Well plugged & abandoned - March 2003 

1 • 

Well plugged & abandoned - May 2008 

Well plugged & abandoned - May 2008 

• 

• 

• 

• 

• 

• 

Well plugged & abandoned - May 2008 

Well plugged & abandoned - May 2008 

DNAPL Recovery 

WeU 

• 

Page 1 of2 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfimd Site 

March 2010 

001123
TABLE 3. GROUNDWATER SAMPLING PROGRAM SUMMARY 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-22B 

MW-23B 

MW-24B 

MW-25C 

MW-26C 

MW-27C 

MW-28CU 

MW-28CL 

MW-29CU 

MW-29CL 

MW-30CU 

MW-30CL 

MW-31A 

MW-3 IB 

Well Total 

Sampling Frequency 

Quarterly Semi-Annual 

• 

• 

Annual 

• 

• 

Well plugged & abandoned - May 2008 

14 19 37 1 4 

DNAPL Recovery 

WeU 

• 

• 

3 

Notes 

• - DNAPL Recovery Well 

A - Analytical Method 8021 - Benzene only 

• - Analytical Method 8270 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, and naphthalene 

Page 2 of2 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfund Site 

March 2010 

001124
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-3A 

MW-4A 

MW-5A 

MW-5B 

MW-5CL 

MW-5CU 

MW-6B 

MW-7B 

MW-7C 

MW-8A (R) 

Date 

6/14/2007 

6/18/2008 

6/15/2009 

6/6/2007 

6/10/2008 

6/9/2009 

6/6/2007 

6/10/2008 

6/9/2009 

6/4/2007 

6/10/2008 

6/11/2009 

6/4/2007 

6/10/2008 

6/11/2009 

6/4/2007 

6/12/2008 

6/15/2009 

6/14/2007 

12/6/2007 

6/12/2008 

12/4/2008 

6/15/2009 

12/18/2009 

6/4/2007 

6/16/2008 

6/10/2009 

6/4/2007 

6/16/2008 

6/12/2009 

6/14/2007 

12/6/2007 

6/18/2008 

12/4/2008 

Final Purging Parameters 

Temperature 

CC) 

23.10 

23.50 

24.20 

21.00 

20.10 

19.40 

19.40 

22.00 

19.20 

25.10 

19.80 

21.60 

24.80 

20.40 

21.50 

24.40 

22.10 

20.80 

21.60 

17.00 

22.10 

15.30 

22.90 

18.50 

22.30 

20.20 

19.90 

20.20 

22.00 

22.50 

22.40 

18.50 

20.30 

14.90 

pH 

7.17 

7.22 

7.21 

7.25 

7.04 

7.26 

6.99 

6.51 

7.26 

7.13 

7.45 

7.67 

7.20 

7.75 

7.80 

7.42 

7.83 

7.96 

7.48 

7.65 

7.66 

7.82 

7.96 

7.87 

7.12 

7.55 

7.85 

6.93 

7.67 

7.87 

7.05 

7.38 

7.03 

7.30 

Conductivity 

(^S/cm) 

886 

1095 

815 

1558 

1795 

2940 

1682 

1737 

2660 

721 

725 

743 

486 

538 

547 

389 

688 

401 

726 

787 

1291 

938 

684 

778 

673 

704 

708 

640 

735 

640 

882 

932 

989 

1450 

Turbidity 

(NTU) 

56.8 

10.2 

22.3 

11.3 

7.5 

2.9 

2.83 

3.42 

4.3 

2.40 

2.52 

5.01 

8.37 

4.97 

4.94 

3.00 

11.80 

4.39 

7.33 

5.67 

10.5 

3.35 

6.48 

6.23 

14.6 

14.4 

11.1 

4.74 

10.7 

4.96 

64.1 

18.9 

4.3 

6.1 

Page 1 of 8 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001125
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

• 

MW-8A (R) 

MW-8B 

MW-9A 

MW-9B 

MW-9CU 

MW-lOA 

Date 

6/15/2009 

12/18/2009 

3/27/2007 

6/14/2007 

9/26/2007 

12/5/2007 

3/27/2008 

6/11/2008 

9/3/2008 

12/4/2008 

3/18/2009 

6/15/2009 

9/16/2009 

12/18/2009 

6/6/2007 

6/10/2008 

6/9/2009 

6/6/2007 

6/10/2008 

6/9/2009 

6/12/2007 

6/13/2008 

6/9/2009 

3/28/2007 

6/5/2007 

9/25/2007 

12/6/2007 

3/25/2008 

6/11/2008 

9/10/2008 

12/3/2008 

3/17/2009 

6/10/2009 

9/15/2009 

Final Purging Parameters 

Temperature 

CC) 

22.90 

17.10 

22.40 

24.20 

20.50 

15.70 

19.00 

23.40 

19.10 

15.60 

19.30 

23.10 

21.50 

18.40 

22.40 

22.70 

20.20 

22.70 

22.40 

19.80 

19.70 

20.00 

20.10 

13.80 

19.70 

17.70 

14.50 

17.40 

21.20 

22.10 

14.60 

17.20 

18.40 

21.40 

pH 

7.25 

7.32 

7.64 

7.70 

8.34 

7.66 

8.60 

7.72 

7.75 

7.93 

7.89 

8.21 

7.42 

7.51 

6.96 

6.88 

7.65 

7.70 

7.86 

8.55 

7.90 

7.81 

8.95 

6.94 

7.25 

7.44 

7.11 

8.02 

7.28 

7.42 

7.28 

7.20 

8.05 

7.02 

Conductivity 

(jiS/cm) 

1022 

1732 

680 

658 

695 

748 

679 

650 

251 

1058 

712 

629 

1076 

1531 

1113 

1091 

3120 

525 

495 

1277 

375 

296 

351 

883 

690 

725 

950 

743 

517 

590 

1305 

1040 

850 

478 

Turbidity 

(NTU) 

13.8 

10.5 

3.36 

19.7 

5.81 

5.33 

7.27 

10.7 

4.58 

3.65 

8.26 

5.52 

5.63 

6.84 

118 

148 

106 

10.6 

11.7 

20.3 

13.0 

9.9 

16.1 

39.6 

21.5 

65.9 

705 

35 

28 

133 

19 

18 

44 

18 

Page 2 of8 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001126
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-lOA 

MW-1 OB 

MW-llA 

MW-1 IB 

MW-12A 

MW-12B 

Date 

12/15/2009 

3/28/2007 

6/5/2007 

9/25/2007 

12/6/2007 

3/25/2008 

6/11/2008 

9/10/2008 

12/3/2008 

3/17/2009 

6/11/2009 

9/15/2009 

12/15/2009 

6/6/2007 

6/10/2008 

6/11/2009 

6/5/2007 

6/11/2008 

6/9/2009 

3/28/2007 

6/12/2007 

9/24/2007 

12/5/2007 

3/26/2008 

6/13/2008 

9/10/2008 

12/4/2008 

3/18/2009 

6/15/2009 

9/16/2009 

12/18/2009 

3/28/2007 

6/12/2007 

9/24/2007 

Final Purging Parameters 

Temperature 

CC) 

15.10 

13.00 

20.60 

18.80 

14.40 

19.50 

21.20 

20.50 

16.40 

17.10 

22.20 

22.00 

18.10 

25.00 

21.70 

18.10 

20.30 

21.10 

19.30 

14.70 

18.20 

20.10 

15.40 

17.40 

16.90 

22.50 

13.50 

16.10 

20.00 

21.20 

17.70 

16.50 

18.60 

20.20 

pH 

7.47 

7.04 

7.36 

7.46 

7.47 

8.13 

7.16 

7.38 

7.45 

7.50 

7.34 

7.55 

7.05 

7.14 

7.16 

7.15 

7.70 

7.34 

8.08 

6.75 

7.24 

7.94 

7.42 

8.42 

7.42 

7.38 

7.05 

7.40 

7.58 

7.42 

7.45 

7.12 

7.64 

8.27 

Conductivity 

(^S/cm) 

560 

6120 

684 

716 

790 

778 

658 

707 

370 

801 

659 

566 

299 

1143 

1071 

1128 

525 

501 

1194 

1221 

1271 

1052 

1155 

945 

1030 

1027 

1270 

1126 

961 

633 

1195 

8720 

730 

697 

Turbidity 

(NTU) 

13 

46.2 

28.7 

59.9 

8.01 

15.6 

15.3 

69 

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 

211 

417 

123.0 

128 

40.9 

26.2 

95.9 

286 

94.4 

26.6 

5.67 

10.1 

5.74 

Page 3 of8 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfund Site 

March 2010 

001127
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-12B 

MW-14A 

MW-15B 

MW-16B 

Date 

12/5/2007 

3/27/2008 

6/16/2008 

9/3/2008 

12/4/2008 

3/18/2009 

6/15/2009 

9/16/2009 

12/18/2009 

3/28/2007 

6/5/2007 

9/26/2007 

12/5/2007 

3/26/2008 

6/11/2008 

9/10/2008 

12/3/2008 

3/17/2009 

6/10/2009 

9/15/2009 

12/15/2009 

3/27/2007 

6/12/2007 

9/24/2007 

12/4/2007 

3/25/2008 

6/11/2008 

9/3/2008 

12/3/2008 

3/17/2009 

6/12/2009 

9/15/2009 

12/15/2009 

6/6/2007 

Final Purging Parameters 

Temperature 

CC) 

16.30 

16.60 

23.40 

19.70 

15.00 

15.00 

22.20 

19.40 

18.30 

16.10 

21.30 

17.30 

13.80 

16.60 

23.70 

19.80 

15.90 

19.90 

18.20 

22.80 

17.80 

21.50 

20.20 

19.60 

17.90 

20.20 

22.20 

21.20 

15.00 

20.00 

21.50 

21.80 

17.90 

23.90 

pH 

7.47 

8.34 

7.46 

7.68 

7.63 

7.71 

7.75 

7.32 

7.38 

7.05 

7.02 

7.61 

7.08 

7.86 

6.94 

7.03 

7.25 

6.92 

7.50 

6.45 

6.52 

7.25 

7.36 

8.04 

7.59 

8.09 

7.32 

7.39 

7.10 

7.43 

7.29 

6.44 

6.52 

7.49 

Conductivity 

(fiS/cm) 

712 

739 

702 

677 

677 

689 

652 

961 

1535 

3810 

368 

378 

389 

3970 

3430 

3100 

2260 

3620 

3770 

1553 

1621 

766 

735 

768 

782 

733 

661 

706 

659 

711 

704 

771 

896 

661 

Turbidity 

(NTU) 

3.09 

25.4 

79.7 

4.68 

2.59 

30.9 

53.5 

5.48 

5.24 

32.0 

316 

61.7 

8.06 

29.1 

41.1 

18.9 

9.76 

25.5 

32.5 

7.46 

11.4 

2.75 

10.0 

4.80 

6.91 

3.85 

4.37 

4.03 

1.91 

3.79 

7.29 

2.26 

6.55 

6.83 

Page 4 of 8 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superpnd Site 

March 2010 

001128
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-16B 

MW-17B 

MW-20A 

MW-20B 

MW-24B 

Date 

12/5/2007 

6/11/2008 

12/3/2008 

6/12/2009 

12/18/2009 

6/5/2007 

6/10/2008 

6/9/2009 

3/27/2007 

6/7/2007 

9/25/2007 

12/4/2007 

3/26/2008 

6/12/2008 

9/15/2008 

12/2/2008 

3/17/2009 

6/10/2009 

9/15/2009 

12/15/2009 

3/28/2007 

6/7/2007 

9/25/2007 

12/4/2007 

3/26/2008 

6/12/2008 

9/15/2008 

12/2/2008 

3/18/2009 

6/15/2009 

9/15/2009 

12/15/2009 

6/5/2007 

12/4/2007 

Final Purging Parameters 

Temperature 

CC) 

15.20 

22.20 

16.90 

21.00 

14.40 

18.60 

18.30 

18.50 

22.60 

19.80 

18.30 

17.90 

17.40 

21.00 

19.40 

17.50 

19.40 

16.30 

20.70 

17.60 

14.30 

19.10 

20.10 

17.30 

18.80 

22.00 

19.10 

17.50 

7.80 

21.50 

20.90 

15.60 

19.20 

16.10 

pH 

7.47 

7.50 

7.72 

7.75 

7.30 

7.64 

7.38 

7.90 

6.97 

7.38 

7.44 

7.44 

7.98 

7.05 

7.32 

6.95 

7.06 

7.14 

7.34 

7.35 

7.48 

7.88 

7.94 

8.23 

8.76 

7.80 

7.75 

7.65 

20.40 

7.54 

7.62 

7.58 

7.58 

7.92 

Conductivity 

(fiS/cm) 

880 

734 

347 

686 

807 

594 

564 

1460 

2110 

1843 

1894 

2150 

2200 

3670 

1873 

2920 

2160 

2310 

1267 

838 

768 

730 

712 

765 

713 

1080 

352 

2270 

687 

697 

235 

733 

670 

738 

Turbidity 

(NTU) 

6.96 

3.71 

4.05 

5.32 

4.03 

2.99 

1.85 

2.79 

31.8 

19.4 

64.3 

157 

36 

70 

125 

50 

26 

22 

25 

65 

4.62 

4.84 

4.01 

11.4 

5.9 

5.1 

6.9 

2.6 

3.0 

6.8 

4.6 

5.1 

4.08 

4.10 

Page 5 of8 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfimd Site 

March 2010 

001129
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-24B 

MW-25C 

MW-27C 

MW-28CU 

Date 

6/10/2008 

12/3/2008 

6/9/2009 

12/15/2009 

6/12/2007 

12/5/2007 

6/16/2008 

12/3/2008 

6/9/2009 

12/15/2009 

3/28/2007 

6/6/2007 

9/26/2007 

12/5/2007 

3/26/2008 

6/10/2008 

9/10/2008 

12/3/2008 

3/18/2009 

6/9/2009 

9/15/2009 

12/15/2009 

3/28/2007 

6/7/2007 

9/25/2007 

12/5/2007 

3/26/2008 

6/13/2008 

9/4/2008 

12/2/2008 

3/17/2009 

6/12/2009 

9/15/2009 

12/15/2009 

Final Purging Parameters 

Temperature 

CC) 

21.30 

16.40 

19.10 

14.30 

20.40 

16.60 

22.80 

17.50 

19.50 

14.40 

13.60 

22.30 

17.90 

16.30 

15.60 

21.80 

20.20 

16.30 

14.50 

19.00 

21.00 

14.00 

18.50 

19.30 

20.90 

14.50 

19.70 

23.50 

22.00 

17.90 

20.50 

21.20 

19.20 

15.50 

pH 

7.91 

7.77 

7.85 

7.77 

7.44 

7.44 

7.40 

7.63 

7.90 

7.84 

7.12 

7.41 

8.01 

7.32 

8.17 

7.51 

7.46 

7.55 

7.65 

7.75 

7.41 

7.45 

7.04 

7.39 

7.80 

7.11 

8.45 

7.44 

7.42 

7.36 

7.52 

7.72 

7.78 

7.54 

Conductivity 

(^S/cm) 

645 

292 

1875 

494 

692 

725 

688 

554 

1774 

901 

848 

740 

857 

820 

836 

727 

890 

544 

795 

1892 

806 

916 

698 

712 

693 

756 

682 

677 

724 

2050 

723 

659 

739 

818 

Turbidity 

(NTU) 

2.77 

5.32 

4.79 

6.13 

15.5 

12.6 

11.7 

4.2 

5.2 

7.1 

8.99 

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 

Page 6 of8 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfimd Site 

March 2010 

001130
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-28CL 

MW-29CU 

MW-29CL 

Date 

3/28/2007 

6/7/2007 

9/25/2007 

12/4/2007 

3/26/2008 

6/16/2008 

9/10/2008 

12/2/2008 

3/18/2009 

6/15/2009 

9/15/2009 

12/18/2009 

3/27/2007 

6/12/2007 

9/26/2007 

12/4/2007 

3/26/2008 

6/13/2008 

9/10/2008 

12/2/2008 

3/18/2009 

6/12/2009 

9/15/2009 

12/15/2009 

3/28/2007 

6/12/2007 

9/24/2007 

12/6/2007 

3/26/2008 

6/13/2008 

9/10/2008 

12/2/2008 

3/18/2009 

6/10/2009 

Final Purging Parameters 

Temperature 

CQ 

16.90 

19.50 

20.80 

16.90 

19.60 

24.50 

22.50 

17.50 

21.70 

19.50 

19.50 

16.50 

22.00 

19.00 

16.40 

18.00 

18.60 

19.60 

23.20 

15.30 

21.00 

21.30 

18.90 

13.70 

17.60 

19.60 

19.10 

17.90 

20.60 

20.10 

22.10 

14.70 

15.30 

20.10 

pH 

6.68 

7.29 

7.46 

7.42 

8.13 

7.20 

7.50 

7.23 

7.53 

7.12 

7.59 

7.65 

7.44 

7.20 

8.01 

7.81 

8.52 

7.45 

7.51 

7.36 

7.66 

7.80 

7.75 

7.64 

6.77 

7.42 

8.08 

7.56 

8.44 

7.36 

7.46 

6.98 

7.38 

7.92 

Conductivity 

QiS/cm) 

851 

878 

863 

918 

843 

691 

943 

891 

811 

878 

788 

1211 

662 

702 

720 

728 

667 

632 

742 

755 

1630 

650 

744 

724 

727 

749 

754 

749 

692 

707 

822 

828 

780 

725 

Turbidity 

(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 

6.94 

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 

Page 7 of 8 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001131
TABLE 4. GROUNDWATER PURGING PARAMETERS 

AT&SF Albuquerque Superfund Site 

Albuquerque, New Mexico 

WeU 

MW-29CL 

MW-30CU 

MW-30CL 

MW-31A 

MW-3 IB 

Date 

9/15/2009 

12/15/2009 

6/5/2007 

6/12/2008 

6/11/2009 

6/5/2007 

6/11/2008 

6/11/2009 

6/5/2007 

6/11/2008 

6/11/2009 

6/5/2007 

6/12/2008 

6/11/2009 

Final Purging Parameters 

Temperature 

CC) 

18.50 

14.50 

22.50 

19.20 

22.40 

22.40 

22.70 

23.10 

28.00 

22.10 

21.30 

23.70 

19.80 

21.00 

pH 

7.32 

7.36 

7.67 

7.34 

7.75 

7.58 

7.28 

7.76 

7.08 

7.04 

7.52 

7.58 

7.45 

7.72 

Conductivity 

(^S/cm) 

1159 

344 

411 

592 

426 

390 

517 

386 

972 

742 

657 

541 

935 

549 

Turbidity 

(NTU) 

5.1 

5.7 

6.15 

7.77 

5.58 

5.70 

27.60 

6.22 

225 

33 

241 

88.2 

20.4 

67.4 

Page 8 of 8 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superftind Site 

March 2010 

001132
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wen 

Sample 

Event 

Analyticid 

Methods 

r 4 

< 

p . 

Ed 

< 

0 . 

Ed 

r.RO '•' 

MW-IA 

MW-IB 

MW-2A 

MW-2B 

MW-3A 

MW.4A 

MW-5A 

MW-SB 

MW-5CL 

Mar-0 7 

Jun-07 

Seo-07 

Da:-0 7 

Mar-0 8 

N 

N 

N 

N 

N 

N 

Y 

N 

N 

N 

COC Concentnitioiu || 

8021 

1 

5 

Valu e (DL ) 

8270 

1 

0.1 

Valu e (DL ) 

0.0153 

% 

1 

. 

0.2 

Valu e (DL ) 

0.0205 

ea 

0.2 

Valu e (DL) 

0.0193 

1 

CO 

0.2 

Valu e (DL ) 

0.0193 

1 

% 

U 

0.0031 

Valu e (DL) 

0.0193 

! 

0.2 

Valu e (DL ) 

0.0255 

i 

0.3 

Valu e (DL ) 

0.0174 

s 

s 

15 

Valu e (DL) 

0.0226 

6 

Valu e 

1.37 IBI 

(DL) 

0.309 

1 

0.4 

Valu e (DL) 

0.0193 

1 1 

e4 

Valu e (DL) 

0.01 

s. 

Valu e (DL ) 

0.0145 

CalcnIatedVahies II 

'7 

30 

Valu e 

0 

I 

82.6 

Valu e 

1.37 

0.S72O 

Valu e 

o.oooo 

WeUi,lutuiedit,u,ib<adiinellU,M,„200t 11 

Mar-07 

Jmi-07 

Sat-m 

Dec-m 

Mar-0 8 

N 

N 

N 

N 

N 

N 

Y 

N 

Y 

N 

lUJLl 

0.0153 

0.0153 [UJLl 

0.0205 

0.0205 lUJLl 

0.0193 

0.0193 rujLi 

0.0193 

0.0193 lUJLl 

0.0193 

0.0193 rujLi 

0.0255 

0.0255 lUJLl 

0.0174 

0.0174 [UJLt 

0.0226 

0.0226 lUJLI 

0.309 

0.309 lUJLl 

0.0193 

0.0193 lUJLl 

0.01 

OOl [UJLl 

0.0145 

0.0145 

0 

0 

0 

0 

0.0000 II 

o.oooo 

Ifett plugge d a m itbtutiloHed In Ma y 200 S II 

Mar-07 

Juii-07 

S!D-07 

Dec-07 

Mar-08 

N 

N 

N 

N 

N 

N 

Y 

N 

N 

N 

WeU plugged aiu abanhned In May 2001 

0.0153 0.0205 0.13 0.0193 0.0193 0.0193 0.0255 0.0174 0.0226 0.56 [ZI 0.309 0.0193^ 0.01 0.0145 0 0.69 0.0130 

II 

Well pbtgged and abandoned In May 2001, weUUsUFicallynmimtnpUddtteupiescena of DSAPL II 

Mar-07 

Jun-07 

Sep-07 

Doc-07 

Mar-OS 

Juii-08 

Sai-08 

Dec-08 

Mar-09 

Jiin-09 

SeD-09 

Dec-09 

Mar-07 

Juii-07 

SeiJ-07 

Dec-07 

Mar-08 

Imi-08 

Sec-OS 

Dec-OS 

Mar-09 

Jiin-09 

Sep-09 

Dec.09 

Mar.07 

Jiui-07 

Sep-07 

Dec.07 

Mar.08 

Jim.08 

Sei).08 

Dec.08 

Mar.09 

Jiiii.09 

Sep-09 

Dec-09 

Mar-07 

Im-07 

Sei!-07 

Dec-07 

Mar-08 

Jim-OS 

Sep-08 

Dec-08 

Mar-09 

Jim-09 

Sep-09 

Dec-09 

Mar.07 

Jun-07 

Sep.07 

Dec-07 

Mar-08 

Jun-OS 

Sep-08 

D(C-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

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 

0.0361 

26. 0 

0.0385 

0.0385 

0.22 

1 

lUJLl 

0.0153 

1.53 

0.579 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

0.39 

rujLi 

0.0205 

2.05 

0.2 9 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0145 

0.61 

rujLi 

0.0193 

1.93 

0.502 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

0.27 

rujLi 

0.0193 

1.93 

0.29 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0145 

219 

334 

371 

rujLi 

1.93 

1.93 

0.96 

0.0193 

0.0193 

0.04t 

0.0193 

0.0193 

(l.(l« 

0.0193 

0.0193 

0.04 1 

0.019 3 

0.019 3 

0.04 1 

0.62 

lUJLI 

0.0255 

2.SJ 

0.19 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0445 

lUILl 

0.0174 

1.74 

0.30 5 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

139 

115 

117 

rujLi 

2.26 

2.26 

0.348 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0174 

4.21 rzi 

'1.23 [81 

0.S3 IBI 

0.64 UU Bl 

0.57 

0.309 

30.9 

5.26 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

0.12 

rujLi 

0.0193 

1.93 

0.255 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.0128 

' ^ 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.0128 

385 

613 |Z1 

331 

[UJLl 

1 

1 

0.483 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

456 0 

11100 

990 0 

[UJLl 

1.45 

14.5 

4.21 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

494 5 

1171 3 

10231 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

5310.22 

12232 

10719 

1.23 

0 

0 

0.83 

0 

0 

0 

0 

0 

0.64 

0.57 

0 

0.5663 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

o.oooo 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

Page 1 of7 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001133
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wen 

Sample 

Event 

Analytical 

Methods 

i 

< a. 

r.nr. '•> 

MW-5CU 

MW.6B 

MW-7B 

MW-7C 

MW.8A(R) 

MW-8B 

MW-9A 

Mar.07 

Juii-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dcc-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dcc-07 

Mar-OS 

Jun-OS 

Sep-OS 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

Da;-09 

Mar-07 

Juii.07 

Sep.07 

Dec.07 

Mar.08 

Jun-OS 

SovOS 

Dcc-08 

Mar.09 

Jmi-09 

Siii.09 

Dcc.09 

Mar.07 

Jun.07 

Seo.07 

Dcc.07 

Mar-OS 

Jun.08 

S<j!.08 

D<jc-08 

Mar.09 

Jun-09 

Stp-09 

Doc.09 

Mar-07 

Jun-07 

Sep.07 

Dec.07 

Mar.08 

Jun.08 

Sep.08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec.07 

Mar.08 

Jun.08 

Sep-08 

Dcc.08 

Mar.09 

Jun.09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sa>-07 

Dec-07 

Mar-08 

Jun-OS 

Sep.08 

Dec.08 

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 

COC Concoitratioiis || 

8021 

1 

5 

Value 

0.355 

35.7 

(DL) 

0.0385 

0.03S5 

0.22 

0.0385 

0.0385 

0.22 

8270 

1 

! 

BO 

0.1 

Value 

0.15 

0.31 

0.18 

0.13 

0.11 

0.14 

[UJLl 

[UJLl 

0.21 

0.0937 [21 

[UJLl 

0.1 

[UJLl 

0.04 J 

(DL) 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.0076 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.0153 

0.0153 

CQ 

0.2 

Value 

0.14 

0.19 [Jl 

[UJLl 

[UJLl 

0.24 

[UJLl 

[UJLl 

(DL) 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0205 

0.0205 

0,0145 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0151 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0205 

0.0205 

0.2 

Value 

0.13 

0.22 [Jl 

[UJLl 

[UJLl 

0.24 

[UJLl 

[UJLl 

(DL) 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0,0251 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0,0099 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0193 

0.0193 

a 

0.2 

Value 

0,13 

0.19 

IUJL1 

lUJLl 

0.24 

lUJLl 

lUJLI 

(DL) 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

O.O0S94 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0193 

0.0193 

1 

s 

u 

0.0031 

Value 

0.1 [ZI 

0.14 

0.7 

45.3 

2.t2 

54.5 

22 

4.72 

1.15 

lUJLl 

0.27 

0.3 IZl 

0.16 

0.31 

0.14 

(DL) 

0.0193 

0.0193 

0.04S 

0.0193 

0.0193 

0.0193 

0.04S 

0.041 

0.041 

0.0193 

0.0193 

0.04S 

0.0193 

0.0193 

0.040 

0.0193 

0.0193 

0.966 

0.048 

0.048 

0.048 

0.00875 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0193 

0.0193 

I 

0.2 

Value 

0.11 

O.IS [Jl 

0.07 J 

[UJLl 

lUJLl 

0.19 

0.0541 [ZI 

[UJLl 

[UJLl 

(DL) 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0255 

0.0445 

0,0445 

0,0445 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0445 

0.0255 

0,0255 

0,0255 

0,0445 

0.OM5 

0.0445 

0.00904 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0.0445 

0.0445 

0.0445 

0.0255 

0.0255 

•1 

! i 

OJ 

Value 

0.11 

0.22 

[UJLl 

[UJLl 

0.21 

lUJLl 

RJJLl 

(DL) 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.012 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0174 

0.0174 

i 

IS 

Value 

1.17 

8.98 

13.4 

184 

22.3 

15.3 

12.7 

0.21 

6.84 

1.11 

0.72 

0.17 

0.352 

0.77 

0.29 

0.15 [JLl 

0.11 

1.23 [ZI 

0.32 

0.14 

0.16 

0.36 

1.14 

(DL) 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0163 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0226 

0.0226 

ll 

ea 

6 

Value 

0.71 

1 (ZI 

0,62 

0.93 [ZI 

0.51 

0.47 J 

1.38 JIJL.Z1 

lUJLl 

3.1 IBI 

0.82 IB) 

(DL) 

0,309 

0.309 

0.263 

0,309 

0,309 

0.309 

0.263 

0.263 

0,263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.769 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.309 

0.309 

0.4 

Value 

0.13 

0.23 

[UJLl 

lUJLl 

0.24 

[UJLl 

lUJLl 

(DL) 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

. 0.0128 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.0193 

0.0128 

0.012S 

0.012S 

0.0118 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0.0128 

0.0193 

0.0193 

ti 

1 

e4 

Value 

0.12 IZl 

ajjLi 

lUJLl 

0.47 

[UJLl 

[UJLl 

(DL) 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.01 

0.0241 

0,0241 

0.0241 

0.01 

0.01 

O0241 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.011 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.01 

0.01 

1 

Value 

0.82 [ZI 

0.12 

0.17 [ZI 

0.67 

0.11 

1.15 [JLl 

[UJLl 

33.6 

286 

15S 

0.17 

0.6 

lUJLI 

lUJLl 

0.1 

0.06 J 

0.54 

0.07 J 

(DL) 

0.0145 

0.0145 

0.021 

0.0145 

0,0145 

0.0145 

0.021 

0,021 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.724 

1.05 

0.021 

0.021 

0.0201 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0.021 

0.021 

0.0145 

0.0145 

Ca cnlated Vahies II 

tt 

a m 

6 + 

30 

Value 

0 

0,94 

0 

0 

0,12 

0.17 

0.67 

0.11 

1.15 

0 

0 

0 

0 

0 

0 

3X6 

0 

286.47 

158 

017 

0.6 

0 

0 

0 

0 

0 

0 

0.1 

0 

0,06 

0.54 

0.07 

0 

0 

0 

i 

cn 

1 

82.6 

Value 

1.61 

1.04 

0 

3.71 

9.28 

13.7 

19.94 

22.62 

17.15 

0 

0 

0 

0 

0 

0 

92.53 

3.03 

348.32 

181.11 

5.61 

3.96 

1.8798 

0.77 

0.39 

0.15 

0.38 

1.53 

3.52 

0.14 

0.22 

1.06 

1.56 

0.14 

0.82 

0 

1 

0J720 

Value 

0.2924 

0.0000 

0.0000 

0,48S1 

O.OISO 

0.0130 

0.0110 

0,0141 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0,0000 

0,0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.5216 

0.0094 

0.0000 

0.0100 

0.0000 

0.0000 

0,0000 

0,0000 

0,0000 

0,0000 

0.0000 

0.0040 

0.0000 

0,0000 

0,0000 

Page 2 of7 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfund Site 

March 2010 

001134
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wdl Sample 

Event 

Analytical 

Methods 

i 

2 

Ed 

s 

•< 

0. 

Ed 

car . <•> 

MW-9A 

MW-9B 

MW-9CU 

MW-lOA 

MW-lOB 

MW-llA 

MW-llB 

Mar-09 

Jun.09 

Sep-09 

Dcc.09 

Mar.07 

Jun.07 

Sep.07 

Dcc.07 

Mar.08 

Jun-OS 

Sep-OS 

D<c.08 

Mar.09 

Jun-09 

Sep.09 

Dcc.09 

Mar.07 

Jun-07 

Sa)-07 

Dec.07 

Mar-OS 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

D<c-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-OS 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jmi-09 

Sei)-09 

Dec-09 

Mar-07 

Jun-07 

Sa)-07 

D<c-07 

Mar-OS 

Jun-OS 

S.T-OS 

Dec-08 

Mar-09 

Jun-09 

Sep.09 

Dec.09 

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 

NN 

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 

COC Concentrations || 

8021 

1 

1 

5 

Value (DL) 

8270 

1 

0.1 

Value 

[UJLl 

0.1 

0.42 

RLl.l 

lUJLl 

0.05 J 

lUJLl 

[UJLl 

(DL) 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

0,038 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.00391 

0.0153 

0.0153 

0.0153 

0.0153 

0,0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

a 

0.2 

Value 

lUJLl 

RLl 

lUJLl 

lUJLl 

IUJL1 

(DL) 

0.0145 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0145 

0.0757 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0078 

0.0205 

0.0205 

0,0205 

0.0205 

0,0205 

0.0205 

0,0145 

0.0145 

0.0145 

0.0145 

0,0145 

0,0205 

0,0205 

0.0145 

0.0205 

0.0205 

0.0145 

s 

& 

a, 

0.2 

Value 

[UJLl 

RLl 

[UJLl 

[UJLl 

[UJLl 

(DL) 

0.0251 

0.0193 

0.0193 

0.0251 

0,0193 

0,0193 

0.0251 

0.0495 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0051 

0,0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

tt 

s 

0.2 

Value 

lUJLl 

RLl 

[UJLl 

[UJLl 

lUJLl 

(DL) 

0.0145 

0,0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0145 

0.0447 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0046 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0,0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.0145 

1 

1 

U 

0.0031 

Value 

11.7 

5.28 

RLl 

(DL) 

0.048 

0.0193 

0.0193 

0.048 

0.0193 

0.0193 

0.048 

0.0438 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0045 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0193 

0.0193 

0.048 

0.0193 

0.0193 

0.048 

L) 

0.2 

Value 

lUJLl 

0.21 

lUJLI 

lUJLI 

[UJLl 

(DL) 

0.0445 

0.0255 

0.0255 

0.0445 

0,0255 

0.0255 

0.0445 

0.0452 

0.0255 

0.0255 

0.0255 

0.0255 

0,0255 

0,0255 

0,0445 

0,0445 

0,0445 

0,0445 

0,0445 

0.00465 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0.0445 

0.0445 

0.0445 

0.0255 

0.0255 

0.0445 

0,0255 

0.0255 

00445 

i 

i 

OJ 

Value 

[UJLl 

RLl 

lUJLI 

[UJLl 

(DL) 

0.0153 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

0.0601 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.00619 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0,0153 

0,0153 

0,0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

s 

15 

Value 

71.7 

0.11 

19.2 

2.41 

0.19 

0.03 J 

12.3 

0.47 

RLl 

(DL) 

0.0174 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0174 

0,0817 

0,0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.00S42 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0226 

0.0226 

0.0174 

0.0226 

0.0226 

0.0174 

6 

Value 

1.34 [Bl 

2.81 

1.15 

0.39 J 

1.42 J [JLl 

0.53 

0.98 

1.47 

1.71 [Bl 

0.89 [Bl 

0.49 J 

0.29 J 

0.63 

1.23 IBI 

0.5 

3.46 IBI 

0.6 IBI 

0.27 J 

0.92 [Bl 

(DL) 

0.263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

0.769 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.792 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

1 

! - 1 

0.4 

Value 

lUJLl 

RLl 

lUJLl 

[UJLl 

(DL) 

0.0128 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.O128 

.0.0591 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0.0128 

0.00609 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.012S 

. 0.0128 

0.0128 

0.0128 

0.0128 

0.0193 

0.0193 

0.0128 

0.0193 

0.0193 

0.0128 

\ 

.* 

Value 

[UJLl 

RLl 

(UJLl 

lUJLl 

(DL) 

0.0241 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

0.0548 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.00564 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

1 

Value 

[UJLl 

4.17 [ZI 

0.59 

0.1 

RLl 

[UJLl 

[UJLl 

(DL) 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

O.0145 

0.021 

0.101 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0.021 

0.021 

0.0104 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0,021 

0.021 

0,021 

0.021 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

Calculated Vafaies II 

1. 

1! 

30 

Value 

0 

0 

0 

0 

0 

0 

0 

4.17 

0 

0 

0 

0.59 

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 

Value 

0 

1.34 

0 

0 

2.81 

1.15 

0.39 

8899 

0.53 

1.08 

2.21 

25.07 

0 

4.12 

0.S9 

0.78 

0.03 

12.59 

1.1 

0 

1.23 

0.5 

0 

0 

0 

3.46 

0.6 

0.05 

0 

0.27 

0 

0.92 

0 

0 

0 

0 

0 

Ed 

03720 1 

Value 1 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0100 

0.0422 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0050 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

Page 3 of7 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001135
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wen 

Sample 

Event 

Analytical 

Methods 

£ 

< 

a. 

Ed 

< 

a. 

Ed 

car. "1 

MW-12A 

MW-12B 

MW-13A 

MW-13B 

MW14A 

MW-I5B 

MW-16B 

MW-17A 

MW-17B 

MW-18A 

Mar.07 

Jun-07 

Sep.07 

Doc.07 

Mar.08 

Jun-08 

Sep.08 

Doc.08 

Mar.09 

Jun-09 

Sep.09 

Dec.09 

Mar.07 

Jun.07 

Sep.07 

Dec.07 

Mar.08 

Jun-08 

Sa>.08 

Dec.08 

Mar.09 

Jun.09 

Sa).09 

Dec.09 

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 

COC Concentrations II 

8021 

1 

1 

5 

Value 

0.0224 

(DL) 

0.0385 

8270 

1 

0.1 

Value 

1.66 

2.68 

i .M 

10.6 

0.59 [ZI 

0.35 

0.98 

l.OI 

0.92 [Jl 

2.JS 

0.12 

0.201 

0.21 

0.95 Ul 

0.31 

0.19 [ZI 

0.15 

0.13 

0.17 

[UJLl 

0.16 IILI 

0.09 J m 

(DL) 

0.0076 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.00775 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0,029 

0,029 

0,029 

0,029 

1 

! 

ea 

0.2 

Value 

0.411 

0.46 

0.55 

0.84 

0.15 

0.13 

0.18 

0.16 IJI 

0.54 

0.11 

0.51 Ul 

0.2 

0.21 

0.1 

lUJLl 

0.09 J IJLl 

(DL) 

0.0151 

0,0205 

0,0205 

0,0205 

0,0205 

0,0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0154 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0,0145 

0,0145 

0,0145 

0.0145 

0.0145 

1 

i 

0.2 

Value 

0.466 

0.79 

1.11 

1.42 

0.25 

0.14 

0.25 

0.44 

0.41 [Jl 

0.88 

0.14 

0.68 [Jl 

0.23 III 

0.23 

0.1 

0.15 

[UJLl 

0.11 [JLl 

(DL) 

0.0099 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0101 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

o 

0.2 

Value 

0.48 

0.37 

0.39 

0.6 

0.11 

0.33 

0.27 Ul 

0.11 

0.11 

[UJLl 

0.05 J IJLl 

(DL) 

0.00894 

0,0193 

0,0193 

0,0193 

0,0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.00912 

0.0193 

0.0193 

0,0193 

0,0193 

0,0193 

0,0193 

0,0145 

0.0145 

0.0145 

0.0145 

0.0145 

U 

0.0031 

Value 

C5 

C5 

O.ll 

(DL) 

0.00875 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.00892 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

1 

0.2 

Value 

1.91 

1.91 

2.95 

7.65 

0.62 

0.38 

0.78 

0.85 

0.7 III 

t 3 8 

0.11 

0.165 

0.17 

0.86 [Jl 

0.36 

0.31 

0.26 

0.16 

0.16 

[UJLl 

0.16 IJLl 

0.07 J m 

(DL) 

0.00904 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0,0255 

0,0445 

0,0445 

0,0445 

0,0445 

0.0445 

0.00922 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0,0445 

0,0445 

0,0445 

0,0445 

i 

0.3 

Value 

0.0693 

0.04 J 

lUJLl 

lUJLl 

(DL) 

0.012 

0,0174 

0,0174 

0,0174 

0,0174 

0,0174 

0,0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0,0123 

0,0174 

0,0174 

0,0174 

0,0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

1 

15 

Value 

0.0575 [ZI 

0.22 

0.04 J 

0.04 J 

0.307 

0.27 

0.37 

0.19 

0.19 

0.08 J 

(DL) 

0.0163 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0167 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0,0174 

0,0174 

0,0174 

s 

6 

Value 

[UJLl 

0.97 

0.6 [Bl 

0.75 

1.56 IBI 

0.59 

0.58 [Bl 

1.74 IBI 

(DL) 

0.769 

0.309 

0.309 

0,309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.784 

0.309 

0.309 

0309 

0309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

I 

! 1 

0.4 

Value 

0.129 

0.12 

0.14 

0.26 

O.OS J 

0.12 

0.3 Ul 

0.13 ULl 

0.16 

[UJLl 

0.06 J [JLl 

(DL) 

0,0118 

0,0193 

0,0193 

0,0193 

0.0193 

0.0193 

0.0193 

0.0128 

0,0128 

0,0128 

0.0128 

0.0128 

0.0121 

0.0193 

0.0193 

0.0193 

0.0193 

0,0193 

0.0193 

0.0128 

0.0128 

0.012S 

0.0128 

0.0128 

1 

ei 

Value 

lUJLl 

[UJLl 

(DL) 

0.011 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.0112 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

aa 

1 

Value 

0.59 

0.245 J IZl 

0.13 

[UJLl 

0.03 J 

[UJLl 

(DL) 

0.0201 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0.021 

0.021 

0.0205 

0,0145 

0,0145 

0,0145 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0.021 

0.021 

CateDbted Vataes II 

i 

ll 

|i 

2 + 

ei 

30 

Value 

0 

0 

0 

0 

0 

0.59 

0 

0 

0 

0 

0 

0 

0.245 

0 

0.13 

0 

0 

0 

0 

0 

0 

0.03 

0 

0 

i 

1 

82.6 

Value 

5.1S28 

7.3 

9.6 

22.12 

1.72 

1.46 

3.92 

2.48 

2.28 

6.88 

0 

0.23 

0.918 

1.22 

4.55 

1.04 

1.17 

1.12 

2.42 

0.67 

0 

0.03 

0.71 

0.27 

9 

Ed 

% 

ta 

0.5720 

Value 

0.7125 

0.8246 

1.0679 

2.0817 

0.2357 

0.0494 

0.2538 

0.3259 

0.2987 

0.9407 

0.0000 

0.0121 

0.0203 

0.1452 

0.7066 

0.0314 

0.2564 

0.2654 

0.1232 

0.0322 

O.OOOO 

O.OOOO 

0.1237 

0.0091 

abantl„edlnMay2002 II 

WeU plug^id and abandoned bt May 2002 11 

Mar.07 

Jun-07 

Sep.07 

Dec.07 

Mar.08 

Jun-OS 

Sep-OS 

Dec-OS 

Mar.09 

Jun.09 

Sep.09 

Do;,09 

Mar.07 

Jun.07 

Sep.07 

Dec.07 

Mar.08 

Jun-08 

Seo-OS 

Dec-08 

Mar.09 

Jun-09 

Seo.09 

Dec09 

Mar.07 

Jun.07 

Sep.07 

Dec.07 

Mar.08 

Jun.08 

Sep.08 

Dec.08 

Mar.09 

Jun.09 

Sep.09 

Dec.09 

WeUpbtggedani 

Mar.07 

Jun.07 

Sep.07 

I>ec.07 

Mar.08 

Jun.08 

Sep.08 

Dec.08 

Mar.09 

Jun.09 

Sep-09 

Dec.09 

WeUi^aedaM 

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 

1.12 

0.03S5 

0.0385 

0.22 

RLl lUJLl 

[UJLl 

0.057 RLl [ZI 

[UJLl 

lUJLl 

0,00745 

0,0153 

0,0153 

0,0153 

0,0153 

0,0153 

0,0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.00767 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

RLl lUJLl 

[UJLl 

0.048 RLl,J 

lUJLl 

[UJLl 

0.0149 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0153 

0,0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

RLl lUJLl 

[UJLl 

RLl 

[UJLl 

[UJLl 

O.0O972 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.01 

0.0193 

0.0193 

0,0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

RLl [UJLl 

[UJLl 

RLl 

lUJLl 

[UJLl 

0.00877 

0.0193 

0.0193 

0.0193 

0,0193 

0,0193 

0,0193 

0,0145 

0,0145 

0,0145 

0,0145 

0,0145 

0,00903 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0,0145 

0,0145 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

RLl [UJLl 

[UJLl 

0.122 RLl 

[UJLl 

lUJLI 

0.00858 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.00883 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

lUJLl 

[UJLl 

0.0354 

lUJLI 

lUJLI 

0.00887 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0,0255 

0,0445 

0,0445 

0,0445 

0,0445 

0,0445 

0.00913 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0,0445 

0,0445 

0.0445 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0,0445 

RLl [UJLl 

[UJLl 

RLl 

[UJLl 

[UJLl 

0.0118 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0,0121 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0393 RLl [JL ZI 

[UJLl 

0.0386 RLl 

fUJLl 

0.4 

[UJLl 

0.6S IZl 

0.27 

0.016 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0165 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

[UJLl 

0.54 

0.59 

0.94 [JL,B1 

0.66 [Bl 

1.6 J IZl 

0.8 

[UJLl 

2.25 IBI 

0.66 fBl 

0.68 IBI 

[UJLl 

0.57 [Bl 

0.755 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 , 

0.263 

0.263 

0.263 

0,263 

0,777 

0,309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0,263 

0.263 

0.263 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

RLl lUJLl 

[UJLl 

RLl 

[UJLl 

[UJLl 

0.0116 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0.0128 

0.0119 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0.0128 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.141 RL1.JIJL1 

[UJLl 

RLl 

[UJLl 

0.17 IJLl 

0.0108 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0,0241 

0,0241 

0,0241 

0.0111 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0,0241 

0,0241 

0.0241 

0.0241 

0.0241 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

RLl OJJLl 

[UJLl 

RLl 

[UJLl 

lUJLl 

0,0198 

0,0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0,021 

0,021 

0.0203 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0,021 

0,021 

0,021 

0.021 

0.021 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0141 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0.17 

0.1803 

0.54 

0.59 

0,94 

0 

0 

0 

0.66 

0 

0 

0 

0 

1.901 

0.8 

0 

0 

0 

0 

2.25 

0.66 

0 

0 

0 

0 

1.08 

0.17 

O.OOOO 

O.OOOO 

0.0000 

0.0000 

0.0000 

0.0000 

0,0000 

0,0000 

o.oooo 

0.0000 

0.0000 

0.0000 

0.0537 

0.0000 

0.0000 

0,0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0 1 0.68 1 0.0000 

0 

0 

0 

0.57 

0.27 

0 

0.0000 

0.0000 

o.oooo 

abandoned In Matth 2003 1 

N 

N 

N 

N 

N 

N 

N 

N 

N 

N 

N 

N 

N 

V 

N 

N 

N 

Y 

N 

N 

N 

Y 

N 

N 

0.0153 

0.0153 

0.029 

0,0205 

0.0205 

0.0145 

0.0193 

0,0193 

0.0251 

0.0193 

0.0193 

0.0145 

0.0193 

0.0193 

0.048 

0,0255 

0,0255 

0.0445 

0.0174 

0.0174 

0.0153 

0.0226 

0.0226 

0.0174 

0309 

0.309 

0.263 

0.0193 

0.0193 

0.0128 

0.01 

0.01 

0.0241 0.03 J 

0.0145 

0,0145 

0.021 

0 0 0.0000 

0 1 0 1 0.0000 

0.03 1 0.03 1 0.0000 

KeBUstorieaUy not sampled due to prescence of DNATL 1 

Page 4 of7 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfund Site 

March 2010 

001136
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wen 

Sample 

Event 

Analytical 

Methods 

i 

Ed m 

C.RC. "> 

MW-I8 B 

MW-I9 B 

MW-20 A 

MW-20 B 

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-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

WeU plugged an. 

N 

N 

N 

N 

N 

N 

Y 

N 

Y 

N 

COC Concentrations II 

8021 

1 

1 

5 

Valu e (DL ) 

8270 

a 

1 

0.1 

Valu e 

lUJLl 

(DL ) 

0.0153 

0.0153 

t, 1 

0.2 

Valu e 

[UJLl 

(DL ) 

0.0205 

0,0205 

i 

B9 

0.2 

Valu e 

[UJLl 

(DL ) 

0.0193 

0.0193 

o^ 

0.2 

Valu e 

lUJLl 

(DL ) 

0.0193 

0.0193 

1 

I 

0.0031 

Valu e 

[UJLl 

(DL ) 

0.019 3 

0.019 3 

1 

0.2 

Valu e 

[UJLl 

(DL) 

0.0255 

0.0255 

0) 

1 

? 

1 

i OJ 

Valu e 

[UJLl 

(DL ) 

0.0174 

0.0174 

a 

Q 

15 

Valu e 

[UJLl 

(DL) 

0.0226 

0.0226 

l a 

S-'S 

6 

Value 

lUJLl 

(DL) 

0.309 

0.309 

1 

! 

0.4 

Valu e 

lUJLl 

(DL) 

0.0193 

0.0193 

s 

a 

f 

s >. 

Value 

[UJLl 

(DL) 

0.01 

0,01 

.a 

1 

Valu e 

[UJLl 

(DL ) 

0.0145 

0.0145 

Calculated Vataes II 

"3 

30 

Valu e 

0 

0 

i 

1 

82.6 

Valu e 

0 

0 

f 

0.5720 

Valu e 

0.0000 

0.0000 

abandone d i n Ma y 200 8 11 

WeU bistorieatfy net sampled due lo the preieence of DNAPL || 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sep-08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

De<:-09 

Mar-07 

Jun-07 

Scp-07 

Dec-07 

Mar-OS 

Jun-OS 

S<T-OS 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

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 Ll (UJLl 

[UJLl 

0.0346 RLl [JLl 

lUJLl 

lUJLl 

0.32 

RLl 

[UJLl 

0.015 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.00775 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.0076 

0.0153 

0.0153 

0.0153 

0,0153 

R Ll [UJL] 

lUJLl 

R Ll lUJLI 

[UJLl 

[UJLl 

0.2 

RLl 

[UJLl 

0,03 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0,0145 

0.0154 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0151 

0.0205 

0.0205 

0,0205 

0.0205 

R Ll lUJL] 

[UJLl 

R Ll [UJLl 

[UJLl 

lUJLl 

0.32 

RLl 

[UJLl 

0.0196 

0.0193 

0.0193 

0.0193 

0.0193 

0,0193 

0,0193 

0,0251 

0,0251 

0,0251 

0,0251 

0,0251 

O.OIOI 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0,0251 

0,0251 

0,0251 

0,0251 

0,0251 

0,0099 

0,0193 

0.0193 

0.0193 

0.0193 

R Ll [UJL] 

lUJLl 

R Ll [UJLl 

[UJLl 

[UJLl 

0.33 

RLl 

[UJLl 

0.0177 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

O.0O912 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.00894 

0.0193 

0.0193 

0.0193 

0.0193 

0.227 RLl IJL, ZI 

lUJLl 

R Ll [UJLl 

[UJLl 

0.15 IZl 

0.1 

0.13 8 RLl IZl 

[UJLl 

0.0173 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.00892 

0.019 3 

0.019 3 

0.0193 

0.0193 

0.0193 

0.0193 

0.04 8 

0.048 

0.04 8 

0.048 

0.048 

0.0087 5 

0.019 3 

0.0193 

0.0193 

0.019 3 

[UJLl 

lUJLl 

0.0253 IJLl 

[UJLl 

lUJLl 

0.2 8 

lUJLl 

0.0179 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0.0445 

0.0445 

0.0445 

0.00922 

0.0255 

O025 5 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0.0445 

0.0445 

O044 5 

0.00904 

0.0255 

0.0255 

0.0255 

0.0255 , 

R Ll [UJLl 

[UJLl 

R Ll [UJLl 

[UJLl 

[UJLl 

1.06 

RLl 

[UJLl 

0.0238 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0123 

0.0174 

0.0174 

0,0174 

0,0174 

0,0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.012 

0,0174 

0,0174 

0,0174 

0,0174 

R Ll [UJLJ 

[UJLl 

R Ll lUJLl 

[UJLl 

0.36 IZl 

0.07 J 

RLl 

[UJLl 

0.0324 

0.0226 

0.0226 

0.0226 

O.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0167 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0163 

0.0226 

0.0226 

0.0226 

0.0226 

1.03 

0.52 

0.6 IJL. Bl 

0.51 IBl 

0.45 J 

0.43 J 

[UJLl 

1 

0.53 

lUJLl 

1.12 IBI 

1.31 

1.04 

1.05 IBI 

0.54 IBI 

[UJLl 

0.762 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.784 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.769 

0.309 

0.309 

0.309 

0.309 

R Ll [UJL] 

lUJLl 

R Ll [UJL] 

lUJLl 

[UJLl 

0.91 

RLl 

[UJLl 

0.0234 

0.0193 

0.0193 

0.0193 

0,0193 

0,0193 

0,0193 

0,0128 

0,0128 

0.0128 

0.0128 

0.0128 

0.0121 

0.0193 

0,0193 

0,0193 

0,0193 

0.0193 

0.0193 

0.0128 

0.0128 

0,0128 

0,0128 

0,0128 

0,0118 

0.0193 

0.0193 

0.0193 

0.0193 

RLlfUJL] 

[UJLl 

RLl [UJLl 

lUJLl 

0.65 IZl 

0.07 J 

RLl 

0.13 [JLl 

0.0217 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0,0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.0112 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.011 

0.01 

0.01 

0.01 

0.01 

R Ll lUJL] 

[UJLl 

R Ll [UJLl 

lUJLl 

[UJLl 

3.2 IZl 

0.11 

RLl 

[UJLl 

0.0399 

0.0145 

0.0145 

0,0145 

0,0145 

0,0145 

0,0145 

0,021 

0,021 

0,021 

0.021 

0.021 

0.0205 

0.0145 

0.0145 

0.0145 

0,0145 

0,0145 

0,0145 

0,021 

0.021 

0.021 

0.021 

0.021 

0.0201 

0.0145 

0.0145 

0.0145 

0.0145 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

3.85 

0 

0 

0.18 

0 

0 

0 

0 

0 

0 

0.13 

0 

0.227 

1.03 

0.52 

0.6 

0 

0 

0 

0.51 

0.45 

0 

0.43 

0 

0.0599 

1 

0.53 

0 

0 

4.36 

0 

4.64 

1.56 

0 

0 

1.04 

0.138 

1.05 

0.54 

0.13 

0 

0.0000 

0.0000 

o.oooo 

0.0000 

0.0000 

0,0000 

0,0000 

0,0000 

0.0000 

0.0000 

0.0000 

0,0000 

0,0035 

0,0000 

0,0000 

0.0000 

0.0000 

0.0000 

0.0000 

1.4186 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

o.oooo 

0.0000 

Wett plugged and abandoned In May 2008 || 

Mar-07 

Jun-07 

SiP-07 

Dec-07 

Mar-OS 

WeUpluggedantI 

N 

N 

N 

N 

N 

Y 

Y 

Y 

V 

V 

RLl 

lUJLl 

0.003S7 

0.0153 

0.0153 

0.0153 

0.0153 

RLl 

[UJLl 

0.00772 

0.0205 

0.0205 

0.0205 

0.0205 

RLl 

lUJLl 

0.00505 

0.0193 

0.0193 

0.0193 

0,0193 

RLl 

lUJLl 

0.00456 

0.0193 

0.0193 

0.0193 

0.0193 

RLl 

lUJLl 

0.00446 

0.0193 

0.0193 

0.019 3 

0.0193 

[UJLl 

0.00461 

0.0255 

0.0255 

0.0255 

0.0255 

RLl 

lUJLl 

0.00613 

0.0174 

0.0174 

0.0174 

0.0174 

RLl 

lUJLl 

0.00833 

0.0226 

0.0226 

0.0226 

0.0226 

0.51 

lUJLl 

0.784 

0.309 

0.309 

0.309 

0.309 

RLl 

[UJLl 

0.00603 

0.0193 

0.0193 

0.0193 

0.0193 

RLl 

[UJLl 

0.00559 

0.01 

0.01 

0.01 

0.01 

RLl 

lUJLl 

0.0103 

0.0145 

0.0145 

0.0145 

0.0145 

0 

0 

0 

0 

0 

0 

0 

0.51 

0 

0 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

abandone d tn Ma y 200 8 || 

WeU MstaritaUy net sampled due ta the prescence of DNAPL 11 

WeU UstttrlcaUy not sampkd due u the preseenci of DNAPL \ 

Mar-07 

Jun-07 

SeD-07 

Dec-07 

Mar-OS 

Jun-08 

Scp-OS 

Dec-OS 

Mar-09 

Jun-09 

S(T-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Si^OS 

Do;-08 

Mar-09 

Jun-09 

Stj)-09 

Dec-09 

Mar.07 

Jun-07 

Sep.07 

Dec-07 

Mar.OS 

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 

[UJLl 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0,029 

0,0153 

0.0153 

lUJLl 

0.0205 

0.0205 

0.0205 

0,0145 

0.0145 

0.0145 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0205 

0.0205 

[UJLl 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0193 

0.0193 

[UJLl 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0193 

0.0193 

[UJLl 

0.019 3 

0.0193 

0.0193 

0.04 8 

0.048 

0.04 8 

0.019 3 

0.019 3 

0.0255 

0.04 8 

0.04 8 

0.048 

0.019 3 

0.019 3 

lUJLl 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0,0445 

0,0255 

0,0255 

0.0255 

0.0445 

0.0445 

0.0445 

0.0255 

0.0255 

lUJLl 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0174 

0.0174 

lUJLl 

0.63 

1.15 

0.84 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0226 

0,0226 

lUJLl 

0.59 IBI 

0,95 ULl 

1,15 

0.84 

0.7 IBI 

2.25 [ZI 

1.44 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.309 

0.309 

[UJLl 

0.0193 

0.0193 

0.0193 

0,0128 

0,0128 

0,0128 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0193 

0.0193 

0.23 [JLl 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.01 

0.01 

[UJLl 

0.03 J 

0.21 

0.51 

0.0145 

0.0145 

0,0145 

0.021 

0.021 

0.021 

0,0145 

0,0145 

0.0145 

0.021 

0.021 

0.021 

0.0145 

0.0145 

0 

0.23 

0 

0 

0 

0 

0 

0 

0 

0 

0.03 

0 

0.21 

0.51 

0 

0.23 

0 

1.22 

0 

0 

0.95 

1.15 

0.S4 

0.7 

0.03 

0 

3.61 

2,79 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

WeU plugged and abandoned In Ma , 2008 \ 

Mar.0 7 

Jun-0 7 

Sep-07 

Dec-07 

Mar-0 8 

Jun-0 8 

N 

N 

N 

N 

N 

N 

Y 

Y 

Y 

Y 

Y 

Y 

RLl 0.0038 

0.0153 

0,0153 

0,0153 

0.0153 

0.0153 

RLl 0.00757 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

RLl 0.00495 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

RLl 0.00447 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

RLl 0.00438 

0.019 3 

0.0193 

0.0193 

0.019 3 

0.019 3 

0.00452 

0,0255 

0,0255 

0.0255 

0.0255 

0.0255 

RLl 0.00601 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

RLl 0.00817 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

1.3 J 

1.28 JBl 

1.47 

0.88 

0.769 

0.309 

0.309 

0.309 

0.309 

0.309 

RLl 0.00591 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

RLl 0.00548 

0.01 

0.01 

0.01 

0.01 

0.01 

RLl 0.0101 

0.0145 

0.0145 

O014 5 

0.O145 

0.0145 

0 

0 

0 

0 

0 

0 

1.3 

1.28 

1.47 

0.88 

0 

0 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

o.oooo 

Page 5 of7 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfund Site 

March 2010 

001137
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wen 

Sample 

Event 

Analytical 

Methods 

3 

00 

Cd 

i 

Ed 

G R G '•' 

MW-27C 

MW-28CL 

MW-28CU 

MW-29CL 

MW-29CU 

MW-30CL 

Sep-08 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

D!c-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-08 

Sa)-OS 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-OS 

Soi-OS 

Dsc-OS 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar-OS 

Jun-OS 

Sin-OS 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

lun-07 

Sep-07 

Dec-07 

Mar-08 

Jun-OS 

Sa)-OS 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

Mar-07 

Jun-07 

Sep-07 

Dec-07 

Mar.08 

Jun.08 

Sep-08 

Dec-OS 

Mar-09 

Jun-09 

Sep-09 

Dec-09 

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 

COC Concentrations || 

8021 

1 

5 

Value (DL) 

8270 

tt 

! 

1 

0.1 

Value 

RLl [UJLl 

[UJLl 

0./3 

0.04 J 

[UJLl 

RLl.l [UJLl 

RLl 

[UJLl 

0.27 

0.04 J 

(DL) 

0.0153 

0,029 

0,029 

0,029 

0,029 

0.029 

0.0076 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0,0152 

0,0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.0076 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.029 

0.029 

0.029 

0.029 

0.029 

0.0153 

0.0153 

0.0153 

0,0153 

0,0153 

0,0153 

0,0153 

0.029 

0.029 

0.029 

0,029 

0.029 

0,0153 

0.0153 

0.029 

f 

oq 

0.2 

Value 

RLl [UJLl 

[UJLl 

[UJLl -

RLl [UJL] 

RLl 

[UJLl 

0.2 

(DL) 

0.0205 

0.0145 

0.0145 

0,0145 

0,0145 

0,0145 

0,0151 

0,0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0,0145 

0,0145 

0,0145 

0,0303 

0,0205 

0,0205 

0,0205 

0.0205 

0.0205 

0.0205 

0,0145 

0.0145 

0,0145 

0.0145 

0.0145 

0.0151 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0306 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0205 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0205 

0.0205 

0.0145 

a 

0.2 

Value 

RLl [UJLl 

[UJLl 

[UJLl 

RLl [UJL] 

RLl 

[UJLl 

0.29 

(DL) 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0099 

0.0193 

00193 

0,0193 

0,0193 

0,0193 

0,0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0198 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0099 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.02 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0251 

0.0251 

0.0251 

0.0251 

0.0251 

0.0193 

0.0193 

0.0251 

g 

s 

0.2 

Value 

RLl [UJLl 

lUJLl 

[UJLl 

RLl [UJL] 

RLl 

[UJLl 

0.36 

(DL) 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.00894 

0.0193 

0.0193 

0,0193 

0,0193 

0,0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0179 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.00894 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0181 

0,0193 

0,0193 

0,0193 

0,0193 

0,0193 

0,0193 

0,0145 

0,0145 

0.0145 

0.0145 

0.0145 

0,0193 

0.0193 

0.0145 

1 

0.0031 

Value 

RLl [UJLl 

[UJLl 

C5 

0.24 

[UJLl 

RLl [UJLl 

0.439 RLl [ZI 

[UJLl 

0.13 

(DL) 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.00875 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0175 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.00875 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0177 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.048 

0.048 

0.048 

0.048 

0.048 

0.0193 

0.0193 

0.048 

\ 

0.2 

Value 

[UJLl 

lUJLl 

0.1 

lUJLl 

lUJLl 

[UJLl 

0.4 

(DL) 

0.0255 

0.0445 

0.0445 

0.0445 

0.0445 

0,0445 

0.0O9O4 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0,0445 

0,0445 

0,0445 

0,0181 

0,0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.0445 

0.O445 

0.0445 

0.0445 

0.00904 

0.0255 

0.0255 

0.0255 

0,0255 

0,0255 

0,0255 

0.0445 

0.0445 

0.0445 

0.0445 

0.0445 

0.0183 

0.0255 

0.0255 

0.0255 

0.0255 

0.0255 

0.0445 

0.O445 

0.0445 

0.0445 

0.0445 

0.0255 

0.0255 

0.0445 

s • 

OJ 

Value 

RLl [UJLl 

[UJLl 

0.88 

[UJLl 

RLl [UJLl 

RLl 

[UJLl 

l.l 

(DL) 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.012 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.024 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.012 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0243 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0153 

0.0153 

0.0153 

0.0153 

0.0153 

0.0174 

0.0174 

0.0153 

d . 

, 

i 

15 

Value 

RLl [UJLl 

[UJLl 

lUJLl 

RLl lUILl 

0.0821 RLl 

[UJLl 

(DL) 

0,0226 

0,0174 

0,0174 

0,0174 

0.0174 

0.0174 

0.0163 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0327 

0,0226 

0,0226 

0,0226 

0,0226 

0,0226 

0,0226 

0,0174 

0,0174 

0,0174 

0,0174 

0,0174 

0,0163 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.033 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0226 

0.0174 

0.0174 

0.0174 

0.0174 

0.0174 

0.0226 

0.0226 

0.0174 

a a 

6 

Value 

0.7 [Bl 

0.62 [Bl 

0.27 J 

8.18 J 

5.79 

11.6 

894 [JLl 

4.68 

5.94 

9.43 [Bl 

5.9 IBI 

2.81 

1.12 

0.66 

0.41 J 

[UJLl 

4.94 

695 

3.96 [JL, Bl 

2.67 

3.3 

4.48 [Bl 

2.33 [Bl 

1.02 

0.27 J 

5.35 J [JLl 

4.63 

9.6 

1.93 

0.95 

0.94 

1.16 [Bl 

0.9 [Bl 

0.51 

1.11 

4.16 J1JL.Z1 

2.92 

3.3S 

2.4 [JL. Bl 

0.96 

1.2 

1.92 IBI 

1.51 IBI 

0.42 J [JHl 

0.35 J 

1.7 [Bl 

0.64 

(DL) 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.769 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.769 

0.309 

0J09 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.769 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.777 

0.309 

0.309 

0.309 

0.309 

0.309 

0.309 

0.263 

0.263 

0.263 

0.263 

0.263 

0.309 

0.309 

0.263 

1 

a 

0.4 

Value 

RLl lUJLl 

[UJLl 

0.1 

0.71 

[UJLl 

RLl rUJLl 

RLl 

[UJLl 

0.92 

(DL) 

0.0193 

0.012S 

0.0128 

0.0128 

0,0128 

0,0128 

0,0118 

0,0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0,0128 

0,0237 

0,0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0.0128 

0.0118 

0.0193 

0.0193 

• 0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.0128 

0.0128 

0.0128 

0.0239 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0193 

0.0128 

0.0128 

0.012S 

0.012S 

0.0128 

0.0193 

0.0193 

0.012S 

1 

Value 

RLl [UJLl 

[UJLl 

0.03 J 

[UJLl 

0,0292 RLl.JTUJLl 

38.6 

RLl 

lUJLl 

(DL) 

0.01 

0.0241 

0.0241 

0,0241 

0,0241 

0,0241 

0,011 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0,0241 

0,0219 

0.01 

0.01 

0,01 

0,01 

0,01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.011 

0.01 

0.2 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0.0241 

0.0221 

0.01 

0.01 

0.01 

0.01 

0.01 

0.01 

0.0241 

0.0241 

0.0241 

0.0241 

0,0241 

0.01 

0.01 

0.0241 

3 

1 

Value 

RLl [UJLl 

[UJLl 

0.08 J 

0.956 J 

[UJLl 

0.0995 RLl [JL, ZI 

0.1 

72 

0.892 RLl.J 

lUJLl 

(DL) 

0.0145 

0.021 

0.021 

0.021 

0.021 

0.021 

0.0201 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0,021 

0.021 

0.021 

0.021 

0.021 

0,0403 

0,0145 

0.0145 

0.0145 

0.0145 

0.0145 

0,0145 

0,021 

0,021 

0,021 

0,021 

0.021 

0.0201 

0.0145 

0.29 

0.0145 

0.0145 

0.0145 

0.0145 

0.021 

0,021 

0,021 

0,021 

0.021 

0.0407 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.0145 

0.021 

0.021 

0.021 

0.021 

0.021 

0.0145 

0.0145 

0.021 

CalcnIatedVahies II 

73 ^ 

3 1 

It 

30 

Value 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0.11 

0 

0 

0 

0.956 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0.1287 

0.1 

110.6 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0.892 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

0 

i 

1 

82.6 

Value 

0.7 

0,62 

0 

0 

0,27 

0 

8.18 

5,79 

11,6 

8,94 

4,78 

5.94 

9.43 

7.72 

2.92 

1.12 

0.7 

0.41 

0.956 

4.94 

7.19 

3.96 

2.67 

3.3 

4.48 

2.33 

1.02 

0 

0.27 

0 

5.4787 

4.73 

120.2 

1.93 

0.95 

0.94 

1.16 

0,9 

0.51 

0 

0 

1,11 

5,5731 

2.92 

3.3S 

2.4 

096 

1.2 

1,92 

5,18 

0.42 

0 

0.39 

0 

1.7 

0.64 

0 

1 

> 

- I 

Ed 

0.5720 

Value 

0.0000 

0.0000 

0,0000 

0,0000 

0,0000 

0,0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0100 

0.0000 

0.0000 

0.9641 

0.0000 

0.0000 

0.0040 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

o.oooo 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

1.4520 

0.0000 

0.0000 

0.0040 

0.0000 

0.0000 

0.0000 

0.0000 

Page 6 of7 

2009 Annual Groundwater Monitoring Repori 

ATSF Albuquerque Superfund Site 

March 2010 

001138
TABLE 5. SUMMARY OF GROUNDWATER DATA 

AT&SF Albuquerque Superfund Site 

Albuqueruque, New Mexico 

Wdl Sample 

Event 

Analytical 

Methods 

i 

< 

a. 

Ed 

<; 

CL. 

E d 

G R G '•' 

MW-30CU 

MW-31A 

MW-31B 

Mar.07 

Jun.07 

Sep.07 

Dec.07 

Mar-OS 

Jun-08 

Sep-08 

Dcc.08 

Mar.09 

Jun.09 

Sep.09 

Dcc.09 

Mar.07 

Jun.07 

Sep.07 

Dec.07 

Mar.08 

Jun-OS 

Sep-08 

Dcc-08 

Mar-09 

Jun-09 

Sep-09 

Dcc-09 

Mar-07 

Jun-07 

Sw-07 

D<»;-07 

Mar-08 

Jun-08 

Sep.08 

Dec-08 

Mar-09 

Jun-09 

Sep-09 

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 

LNJ 

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 

LNJ 

COC Concentrations 1 

8021 

1 

s 

Value (DL) 

8270 

m 

0.1 

Value (DL) 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

0.0153 

0.0153 

0.029 

e 

f 

to 

0.2 

Value (DL) 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0145 

0.0205 

0.0205 

0.0145 

j 

3 

a 

0.2 

Value (DL) 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

0.0193 

0.0193 

0.0251 

} 

0.2 

Value (DL) 

0.0193 

0.0193 

0,0145 

0,0193 

0.0193 

0.0145 

0,0193 

0.0193 

0.0145 

S 

0.0031 

Value (DL) 

0.0193 

0.0193 

0.048 

0.0193 

0.0193 

0.048 

0.0193 

0.0193 

0.048 

! 

0.2 

Value (DL) 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0445 

0.0255 

0.0255 

0.0445 

I 

\ 

s OJ 

Value (DL) 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

0.0174 

0.0174 

0.0153 

B 

15 

Value (DL) 

0,0226 

0,0226 

0,0174 

0.0226 

0,0226 

0.0174 

0.0226 

0.0226 

0.0174 

a « 

a. a, 

s 

6 

Value 

0.96 

0.53 

0.92 

1.68 

(DL) 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

0.309 

0.309 

0.263 

tt 

1 

1 

1 0.4 

Value (DL) 

0.0193 

0.0193 

0,0128 

0,0193 

0,0193 

0.012S 

0.0193 

0.0193 

0.0128 

1 1 

Value (DL) 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

0.01 

0.01 

0.0241 

a 

i 

Value (DL) 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

0.0145 

0.0145 

0.021 

Caknbtcd Vahies II 

30 

Value 

0 

0 

0 

0 

0 

0 

0 

0 

0 

i 

CO 

1 

82.6 

Value 

0.96 

0.53 

0 

0.92 

0 

0 

1.68 

0 

0 

1 

1 

1 . 

u 

% 

ea 

0.5720 

Value 

0.0000 

0.0000 

0.0000 

0.0000 

0.0000 

0,0000 

0,0000 

0,0000 

0,0000 

(a) - Groundwater Remediation Goal (ROD June 2002). 

** - Anomalous result. 

[Bracketed] qualifiers are those added lo reflect intoprelation issues identified during TRC's data review. 

Laboratory Qualifier! 

B Analyte was dacctcd in the associated mctbod blank. 

Bl Analyte was detected in the associated method blank. Analyte concentration in Ihe sample is greater than lOX the concentration found in the method blank. 

BK-2 Analyte was detected in the associated method blank. 

C5 Caliln-aiion vmficaiion recovery was below the method control limit. 

I Internal standard recovery was outside of method hmits. Matrix interference was confirmed by reanalysis. 

J Estimated value. 

Q-20 The intemal standard associated with this analyte was outside normal acceptance criteria and biased low. 

RLl Reporting limit raised due to sample matrix effects. 

TRC Data Review Qualifiers 

B Analyte concoitration is less than 1 OX an associated method blank concoitralion. 

J Estimated value. 

U Not detected. 

Biased low. 

Analyte concentration is less than lOXan associated equipment blank concentration. 

Page 7 of7 

2009 Annual Groundwater Monitoring Report 

ATSF Albuquerque Superfimd Site 

March 2010 

001139
I I ' ' ' .. ' " \ >",*'' ' ' ' > y" ' y '^ i.y-.i , '", 

, \ .-• -I I i r ' " > -^ 1 V I '-^.-ii. y 

2': ' ^ ' , r '\, 7 A\ -y ', - ' '' i' .- '•' 7Pi 

^ X", ; -^ ^-,-^..V, * PP'- P.'P^ .;( V,^' ^ -^'- '^'/'T ' >JS.^i 

FIGURES 

2009 Annual Groundwater Monitoring Repori 

AT&SF Albuquerque Superfund Site 

June 2010 CTRC 

001140
/IJilUr*, 

1,000 

3 Feet 

SITE LOCATION 

AT&SF ALBUQUERQUE SUPERFUND SITE 

ALBUQUERQUE, NEW MEXICO 

PROJECT NO.: 158525 DATE: 06/18/2009 

10011 MEADOWGLEN LANE 

SUITE 100 

HOUSTON, TEXAS 77042 

713-244-1000 

BY: O.F. 

FIGURE 

1 

001141