FIFTH FIVE-YEAR REVIEW REPORT

FOR

SOUTH VALLEY SUPERFUND SITE
BERNALILLO, NEW MEXICO

* o \

KsBa

July 3, 2015

Prepared by

U.S. Environmental Protection Agency
Region 6
Dallas, Texas

500007319

051284


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DETERMINATION

The remedial actions at OU 01, OU 02, OU 04 and OU 05 are protective. The remedial actions
at OU 03 and OU 06 are protective in the short-term. However, for OU 03 and OU 06 the
recommendations and foilow-up actions identified in this FYR process should be addressed to
ensure the remedy will remain protective of human health and the environment in the long term.

1 <«p ¦ 	 	7/s/tS

Carl E Ed:und. P.F/	\S	Date

Director. Superfund Division

U.S. Environmental Protection Agency, Region 6

051285

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
ii August 17, 2010 thru August 26, 2015


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CONCURRENCES

FIVE YEAR REVIEW
South Valley Superfund Site
EPA ID# NMD980745558

Bv:	Date:

Michael Hebcrt, U.S. EPA
Remedial Project Manager

Date:

Valmichacl Lcos, LU?. EPA
Acting Chief, Louisiana'New Mexico/Oklahoma Section

s n /it>

By: f Vl VYv \ .1 \Kt ^ 	 Date:

John Meyer, U.S.-EPA

Acting Associate Director, Remedial Branch

By: —

C . C_c-m faZcrrO „• Tjj' Date: C. /\ i /'\*p

Joseph Compton III, U.S. EPA
Attorney, Office of Regional Counsel

—	Date:	'ST

Mark Peyckc. U.JrEPA

Chief, Superfund Branch, Office of Regional Counsel

By: C |'a, ' j,11-1, ->	 Date: ''

Pamela Phillips, U.S. IJPA
Deputy Director, Superfund Division

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	iii August 17, 2010 thru August 26, 2015

051286


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FIFTH FIVE-YEAR REVIEW REPORT
SOUTH VALLEY SUPERFUND SITE
Issues and Recommendations/Follow-up Actions

ou#

Issue

Recommendations/
Follow-up Actions

Party
Responsible

Oversight
Agency

Milestone
Date

Affects Protectiveness?
(Y/N)





Current

Future

ou

03

1,4-Dioxane

Proposed monitoring
wells should be
installed and a
remedial action plan
developed upon
completion of well
installations and
ground water
monitoring.

PRP

EPA/NMED

9/1/2016

No

Yes

OU
06

1,1-DCA in Sentinel
Well P83-19U

Evaluate the presence
of 1,1-Dichloroethane
(DCA) in sentinel
monitoring well P83-
19U since 2012 and a
determination should
be made as to whether
additional RA is
necessary.

PRP

EPA/NMED

9/1/2016

No

Yes

South Valley Superfund Site
Albuquerque, New Mexico

051287

Fifth Five Year Review
iv August 17, 2010 thru August 26, 2015


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TABLE OF CONTENTS

DETERMINATION	ii

CONCURRENCES	iii

Issues and Recommendations/Follow-up Actions	iv

TABLE OF CONTENTS	v

LIST OF ACRONYMS AND ABBREVIATION	vii

EXECUTIVE SUMMARY	ix

FIVE YEAR REVIEW SUMMARY FORM	xii

I.	Introduction	1

II.	Progress Since Last Review	2

Remedy Implementation Activities	9

III.	Five-Year Review Process	14

Administrative Components	14

Community Notification and Involvement	15

Document Review	15

Data Review	15

Site Inspection	20

Interviews	22

IV.	Technical Assessment	23

V.	Issues/Recommendations and follow-up actions	27

VI.	Protectiveness statement	29

VII.	N ext r evi e w	30

South Valley Superfund Site
Albuquerque, New Mexico

051288

Fifth Five Year Review
v August 17, 2010 thru August 26, 2015


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List of Tables

Table 1: Protectiveness Determinations/Statements from the Fourth FYR, 2010	2

Table 2: Status of Recommendations from the Fourth FYR, 2010	3

Table 3: Summary of Planned and/or Implemented ICs	13

Table 4: EPA Approved Deep Zone Aquifer Levels	20

Table 5: Validity of Exposure Assumptions from Records of Decision	26

Table 6: New Information Influencing Protectiveness of the Remedy	27

Table 7: Issues and Recommendations/Follow-up Actions	27

List of Appendices

Appendix A - Existing Site Information	AA1

Appendix B - Figures, Tables and Graphs	AB1

Appendix C - Documents Reviewed	AC1

Appendix D - Interviews	AD1

Appendix E - Site Inspection Checklist, Inspection Photographs, Public Notice	AE1

Appendix A - List of Tables

A-A Table 1: Chronology of Site Events	AA2

A-A Table 2: Comparison of Univar OU 03ARARS to Current Standards	AA14

A-A Table 3: Comparison of GEA OU ARARS to Current Standards	AA15

Appendix B - List of Figures

Figure 1: South Valley Superfund Site, Albuquerque, New Mexico	AB 2

Figure 2: Operational Units South Valley Superfund Site	AB 3

Figure 3: Operable Unit 01 Burton #4 Well	AB 4

Figure 4: Univar Operable Unit 03 Wells	AB 5

Figure 5: GEA Operable Unit 05 Wells	AB 6

Figure 6: GEA Operable Unit 06 Wells	AB 7

Appendix B - List of Tables

App B Table 1 OU 05, North Plant 83 Shallow Zone Wells Plugged and Abandoned	AB9

App B Table 2 OU 05, South Plant 83 Shallow Zone Wells Plugged and Abandoned	AB10

App B Table 3: VOCs Concentrations during Fifth Five Year Review, Univar, OU 03	AB11

App B Table 4: 1,4-Dioxane Detected in Samples Collected from Ground Water Wells	AB12

App B Table 5:0&M Costs during the Fifth Five Year Review	AB13

051289


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LIST OF ACRONYMS AND ABBREVIATION

am si

above mean sea level

ABC/AQCB

Albuquerque Bernalillo County/Air Quality Control Board

Aestus

Aestus, Inc.

AMAFCA

Albuquerque Metropolitan Arroyo and Flood Control Authority

AOS

Advanced Oxidation System

ARAR

Applicable or relevant and appropriate requirement

ARCADIS

ARCADIS USA, Inc.

Axis

Axis Group, Inc.

bgs

below ground surface

Canonie

Canonie Environmental Services, Corp.

CERCLA

Comprehensive Environmental Response, Compensation, and Liability Act

CFR

Code of Federal Regulations

CIC

Community Information Coordinator

COC

Contaminant of concern

DBS&A

Daniel B. Stevens & Associates

DCA

Dichloroethane

DCE

Dichloroethene

DPT

Direct Push Technology

EA

EA Engineering, Science, and Technology, Inc.

Edmunds

Edmunds Chemical Company

EPA

U.S. Environmental Protection Agency Region 6

ESD

Explanation of Significant Difference

EWTL

East West Tank Line

ESD

Explanation of Significant Differences

ft

Feet(foot)

FYR

Five-year review

G&M

Geraghty & Miller, Inc.

GEA

General Electric Aviation

gpm

gallon per minute

GWQB

Ground Water Quality Bureau

H+GCL

Hydrometrics and Geosciences Consultants Limited

HHRE

Human Health Risk Evaluation

HLA

Harding Lawson Associates

ICs

Institutional Controls

ISCO

In-situ Chemical Oxidation

(ig/L

Micrograms per liter

MCL

Maximum Contaminant Level

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	vii August 17, 2010 thru August 26, 2015

051290


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MTBE	Methyl tertiary butyl ether

NCP

National Oil and Hazardous Substances Pollution Contingency Plan

NMAC

New Mexico Administrative Code

NMDOT

New Mexico Department of Transportation

NMED

New Mexico Environment Department

NMWQCC

New Mexico Water Quality Control Commission

NPL

National Priorities List

O&M

Operation and maintenance

OSWER

Office of Solid Waste and Emergency Response

OU

Operable unit

PCE

T etrachloroethene

PMCP

Performance Compliance Monitoring Plan

PRP

Potentially responsible party

lbs

Pounds

psi

pounds per square inch

RA

Remedial action

RAO

Remedial Action Objectives

RAP

Remedial Action Plan

ROD

Record of Decision

RPM

Remedial Project Manager

SARA

Superfund Amendments and Reauthorization Act

SEC

SEC Corporation

SJ-6

San Jose-6

SSL

Soil Screening Levels

TCA

Trichloroethane

TCE

Trichloroethene

u.s.c.

United States Code

Univar

Univar USA, Inc.

VES

Vapor extraction system

VOC

Volatile organic compound

WB

Westbay™

WES

Water Equipment Services, Inc.

South Valley Superfund Site
Albuquerque, New Mexico

051291

Fifth Five Year Review
viii August 17,2010 thru August 26, 2015


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EXECUTIVE SUMMARY

The U.S. Environmental Protection Agency Region 6 (EPA) has conducted the Fifth Five-Year
Review (FYR) of the remedial action (RA) implemented at the South Valley Superfund Site
(Site) in Bernalillo County, New Mexico. The purpose of this Fifth FYR was to determine
whether the selected remedies for the Site continue to protect human health and the environment.
The Site involves two potentially responsible parties (PRPs), Univar USA, Inc. (Univar) and
General Electric Aviation (GEA). This FYR covers the last five year period starting from the
Fourth FYR which was signed on August 27, 2010.

This FYR for the Site was performed through a review of: the Record of Decisions (RODs),
Explanation of Significant Differences (ESDs); other historic site documents; site inspections
performed on January 27, 2015 at GEA facilities and on January 28, 2015 at Univar; interviews
with stakeholders; and a review of data collected at the Site during the previous review periods
for GEA and Univar, respectively.

The South Valley Site includes two source facilities, GEA where manufacturing occurred and
Univar which was used for various industrial and commercial purposes, and is composed of six
operable units (OUs):

•	OU 01 - The Record of Decision (ROD) was signed on March 22, 1985, with no
identified PRP, and consists of the City of Albuquerque San Jose 6 (SJ-6) and San Jose 3
(SJ-3) wells; these wells were contaminated with volatile organic compounds (VOC)s.
The remedial action objective was to eliminate the threat to human health posed by
introducing water from this well into City of Albuquerque drinking water supply. The
RA objective was achieved by replacing wells SJ-6 and SJ-3 with the Burton #4 well
completed in April 1987.

•	OU 02 - The ROD was signed on September 30, 1988 for which GEA is the PRP, with a
remedial goal of eliminating conduit(s) for contaminant migration from the shallow to
intermediate aquifers. The RA was implemented by plugging SJ-6 and SJ-3 and any
shallow wells, restricting ground water use and implementing ground water monitoring.
Ground water monitoring continues today as part of the overall monitoring program
implemented by GEA.

•	OU 03 - The ROD was signed on June 28, 1988. Univar is the PRP. The remedial
objective included reducing the concentrations in ground water of site-related VOCs to
acceptable levels (aquifer restoration) via a pump-treat-injection system. A ground water
recovery system was initiated in April 1992 and a vapor recovery system was initiated in
November 1999. The ground water recovery and vapor recovery systems were both shut
off in November 2006. Subsequent monitoring has shown that the ground water and
vapor extraction systems reduced the dissolved chlorinated VOC concentrations to levels
below and compliant with Applicable or Relevant and Appropriate Requirements
(ARARs) as defined in the ROD. On June 10, 2014, EPA acknowledged that Univar
completed all requirements of the Consent Decree dated March 27, 1990 as they relate to
the constituents of concern (COC) in ground water identified in the ROD and the
subsequent Explanation of Significant Differences dated September 26, 2006, with the
exception of 1,4-dioxane. EPA acknowledged that Univar is addressing 1,4-dioxane in
ground water at OU 03 pursuant to Section XVI(D) of the above Consent Decree.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	ix August 17, 2010 thru August 26, 2015

051292


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EPA approved Univar's recommended actions regarding further investigation of 1,4-
dioxane as a COC. Univar submitted a Human Health Risk Evaluation (HHRE) that
evaluated potential human health risks and defined site-specific, risk-based cleanup goals.
In addition to continually monitoring ground water, Univar further evaluated the
monitoring well network and submitted a work plan for installation of additional
monitoring wells that will aid in the lateral delineation of the existing 1,4-dioxane
impacted ground water and monitor the potential migration of 1,4-dioxane. Potential
remedial actions will be assessed following the installation and sampling of the new
monitoring wells.

•	OU 04 - The ROD was signed on June 28, 1988. Univar is the PRP. Edmunds Street
Source Control consists of the vadose zone at the Univar facility. Univar was to
investigate the soil around a pit on their property in an effort to establish the source of the
solvents under their plant. The investigation found no evidence in the vadose zone that a
release occurred at this location. The ROD specified No Further Action.

•	OU 05 - The ROD was signed on September 30, 1988. GEA is the PRP for this OU.
The GEA Shallow Zone consists of the unsaturated and saturated portion of the shallow
zone aquifer at the GEA facility. The RA goal for this OU is remediating shallow zone
ground water and eliminating source materials via enhanced dewatering, soil flushing,
and soil vapor extraction. GEA initiated shallow ground water recovery systems on both
the North Plant 83 and South Plant 83 Areas. Both ground water recovery systems
operations began in May 1994. The ground water treatment system at this OU was
completely shut down in July 2010. Compliance ground water monitoring was
completed and GEA on September 22, 2014 requested closure of the OU 05 ROD stating
that they have satisfactorily completed all requirements of the Administrative Order dated
July 3, 1989. All wells and infrastructure associated with the OU 05 ground water
treatment system have been plugged and abandoned or removed as approved by EPA.

•	OU 06 - The ROD was signed on September 30, 1988. GEA is the PRP for this OU.
GEA Deep Zone, consists of the deep aquifer at the GEA facility. The remedial action
objective of this OU is hydraulically containing the plume in order to protect the City of
Albuquerque's water supply wells and reduce the concentrations of site-related VOCs in
ground water to acceptable levels (aquifer restoration). The ground water remediation
system at this OU began operation in March 1996. RA activities has hydraulically
contained the plume and shrunk it significantly from its former volume and mass. A
pumping and injection regimen is being manipulated (including additional remediation
wells) to address residual contaminants in the remaining plume.

Of the six OUs, the RA is considered complete at OU 01 and OU 05; in addition, the ROD for
OU 04 required no further action. The RA is considered complete for OU 03 for VOCs with the
exception of 1,4-dioxane.

Issues noted during this FYR include: 1) A remedial action plan (RAP) should be prepared for
1,4-dioxane at OU 03. The exact date of the plan submittal will be set at a later time and will be
dependent upon completion of monitoring well installations and ground water monitoring; 2)
Evaluate the presence of 1,1-Dichloroethane (DCA) in sentinel monitoring well P83-19U since
2012 at OU 06 and determine if additional RA is necessary; and 3) Determine if OU 02 remedial

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	x	August 17, 2010 thru August 26, 2015

051293


-------
requirements have been achieved or define the monitoring well network and sample frequency
for that network of wells associated with OU-02.

Based on the information available during the Fifth FYR, the following determinations were
made for the selected remedies for the OUs at the South Valley Superfund Site:

•	OU 01 - The remedy is protective of human health and the environment.

•	OU 02 - The remedy is protective of human health and the environment.

•	OU 03 - The remedy currently protects human health and the environment
because the remedy consisting of ground water recovery and treatment
functioned as designed. However, in order for the remedy to be protective in
the long-term, the presence of 1,4-dioxane in ground water should be further
delineated and a remedial action plan should be prepared and implemented.

•	OU 04 - The remedy is protective of human health and the environment.

•	OU 05 - The remedy is protective of human health and the environment.

•	OU 06 - The remedy currently protects human health and the environment
because the remedy consisting of water recovery and treatment is functioning
as designed. However, the recent detections of 1,1-DCA in sentinel well P83-
19U should be evaluated and a determination should be made as to whether
additional RA is necessary. Once all remedial action goals have been
achieved, a long term protectiveness determination can be made.

The remedial actions at OU 01, OU 02, OU 04, and OU 05 are protective. The remedial actions
at OU 03 and OU 06 are protective in the short-term. However, for OU 03 and OU 06, the
recommendations and follow-up actions identified in this FYR process should be addressed to
ensure the long-term remedy will remain protective of human health and the environment.

Government Performance and Results Act Measures Review

As part of this FYR, the Government Performance and Results Act Measures have also been
reviewed. The measures and their status are as follows:

Environmental Indicators

Human Health: Human Exposure (HE) is under control.

Groundwater Migration: Contaminated Groundwater Migration (GM) is under control.
Sitewide Ready for Anticipated Use

The Site has not achieved Sitewide Ready for Anticipated Use status.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	xi August 17, 2010 thru August 26, 2015

051294


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FIVE YEAR REVIEW SUMMARY FORM

SITE IDENTIFICATION

Site Name: South Valley Superfund Site

EPA ID:

NMD980745558

Region: 6

State: NM

City/County: Albuquerque/Bernalillo

NPL Status: Final

Multiple OUs?

Yes

Has the site achieved construction completion?

Yes

Lead agency: EPA

[If "Other Federal Agency", enter Agency name]: Click here to enter text.
Author name (Federal or State Project Manager): Michael Hebert
Author affiliation: U.S. Environmental Protection Agency
Review period: 8/27/2010 - 8/26/2015

Date of site inspection: January 27, 2015 GEA and January 28, 2015 Univar

Type of review: Statutory
Review number: 5

Triggering action date: 8/26/2010

Due date (fiveyears after triggering action date): 8/26/2015

South Valley Superfund Site
Albuquerque, New Mexico

051295

Fifth Five Year Review
xii August 17, 2010 thru August 26, 2015


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Five-Year Review Summary Form (continued)

Issues/Recommendations

Ol (s) without Issucs/Rcconinicndalions Identified in (lie I'ivc-Ycar Ucvicw:

OUOl, OU 04, OU 05

Issues and Uccoinmcndalions Idcnliricd in (lie I'ivc-Ycar Ucviow:

OU(s): OU-02

Issue Category: Monitoring

Issue: OU-02 Monitoring

Recommendation: Determine if OU 02 remedial requirements have been
achieved or define the monitoring well network and sample frequency for
that network of wells associated with OU-02.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight
Party

Milestone Date

No

No

PRP

EPA/State

8/1/2016

Issues and Uccomiiicndalions Identified in (lie I'ivc-Ycar Ucvicw:

OU(s): OU-03

Issue Category: Remedy Performance

Issue: 1,4-Dioxane

Recommendation: Proposed monitoring wells should be installed and a
remedial action plan developed based on information obtained from
completion of well installations and ground water monitoring.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight
Party

Milestone Date

No

Yes

PRP

EPA/State

8/1/2016



Issues and Uccoinmcndalions Identified in (lie I'ivc-Ycar Ucvicw:

OU(s): OU-06

Issue Category: Remedy Performance

Issue: 1,1-DCA in Sentinel Well P83-19U

Recommendation: Evaluate the presence of 1,1-Dichloroethane (DCA) in
sentinel monitoring well P83-19U since 2012 and a determination should
be made as to whether additional remedial action is necessary.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight
Party

Milestone Date

No

Yes

PRP

EPA/State

8/1/2016

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	xiii August 17, 2010 thru August 26, 2015

051296


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Protectiveness Statement(s)

Operable Unit:	Protectiveness Determination:	Addendum Due Date

OU-Ol	Protective	(if applicable):

Click here to enter a
date.

Protectiveness Statement:

The remedy is protective of human health and the environment.

Protectiveness Statement(s)

Operable Unit: Protectiveness Determination:

Addendum Due Date

OU-02 Protective

(if applicable):

Click here to enter a
date.

Protectiveness Statement:



The remedy is protective of human health and the environment.



Operable Unit:
OU-03

Protectiveness Statement(s)

Protectiveness Determination:
Short-term Protective

Addendum Due Date
(if applicable):

k here to enter a

Protectiveness Statement:

The remedy currently protects human health and the environment because the remedy consisting
of ground water recovery and treatment functioned as designed. However, in order for the
remedy to be protective in the long-term, the presence of 1,4-dioxane in ground water should
be further delineated and a remedial action plan should be prepared and implemented.

Protectiveness Statement(s)

Operable Unit: Protectiveness Determination:

Addendum Due Date

OU-04 Protective

(if applicable):

Click here to enter a
date.

Protectiveness Statement:



The remedy is protective of human health and the environment.



South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	xiv August 17,2010 thru August 26, 2015

051297


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Protectiveness Statement(s)

Operable Unit:	Protectiveness Determination:	Addendum Due Date

OU-05	Protective	(if applicable):

Click here to enter a
date.

Protectiveness Statement:

The remedy is protective of human health and the environment.

Protectiveness Statement(s)

Operable Unit:	Protectiveness Determination:	Addendum Due Date

OU-06	Short-term Protective	(if applicable):

Click here to enter a
date.

Protectiveness Statement:

The remedy is protective of human health and the environment. However, in order for the
remedy to be protective in the long-term, the presence of 1,1-DCA in sentinel well P83-19U
needs to be evaluated and a determination should be made as to whether additional RA is
necessary. Once all remedial action goals have been achieved, a long term protectiveness
determination can be made.

Sitewide Protectiveness Statement

Protectiveness Determination:	Addendum Due Date (if applicable):

Protective	Click here to enter a date.

Protectiveness Statement:

The remedial actions at OU 01, OU 02, OU 04 and OU 05 are protective. The remedial actions
at OU 03 and OU 06 are protective in the short-term. However, for OU 03 and OU 06 the
recommendations and follow-up actions identified in this FYR process should be addressed to
ensure the remedy will remain protective of human health and the environment in the long term.

South Valley Superfund Site
Albuquerque, New Mexico

051298

Fifth Five Year Review
xv August 17,2010 thru August 26, 2015


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I. Introduction

The purpose of a Five-Year Review (FYR) is to evaluate the implementation and performance of a
remedy in order to determine if the remedy will continue to be protective of human health and the
environment. The methods, findings, and conclusions of reviews are documented in five-year
review reports. In addition, FYR reports identify issues found during the review, if any, and
document recommendations to address them.

The U.S. Environmental Protection Agency (EPA) prepares FYRs pursuant to the Comprehensive
Environmental Response, Compensation, and Liability Act (CERCLA) Section 121 and the
National Contingency Plan (NCP). CERCLA 121 states:

"If the President selects a remedial action that results in any hazardous substances,
pollutants, or contaminants remaining at the site, the President shall review such remedial
action no less often than each five years after the initiation of such remedial action to assure
that human health and the environment are being protected by the remedial action being
implemented. In addition, if upon such review it is the judgment of the President that action
is appropriate at such site in accordance with section [104] or [106], the President shall
take or require such action. The President shall report to the Congress a list offacilities for
which such review is required, the results of all such reviews, and any actions taken as a
result of such reviews. "

EPA interpreted this requirement further in the NCP; 40 Code of Federal Regulations (CFR) Section
300.430(f)(4)(ii), which states:

"If a remedial action is selected that results in hazardous substances, pollutants, or
contaminants remaining at the site above levels that allow for unlimited use and unrestricted
exposure, the lead agency shall review such actions no less often than every five years after
the initiation of the selected remedial action."

EPA conducted a FYR on the remedies implemented at the South Valley Superfund Site in
Albuquerque, Bernalillo County, New Mexico. EPA is the lead agency for oversight of
development and implementation of the remedy for the Site. The New Mexico Environment
Department (NMED), as the support agency representing the State of New Mexico, has reviewed all
supporting documentation and provided input to EPA during the FYR process.

This is the Fifth FYR for the South Valley Superfund Site. The triggering action for this statutory
review is the completion date of the previous FYR. The FYR is required due to the fact that
hazardous substances, pollutants, or contaminants remain at the site above levels that allow for
unlimited use and unrestricted exposure. The Site consists of six Operable Units, all of which are
addressed in this FYR.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	1	August 17, 2010 thru August 26, 2015

051299


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II. Progress Since Last Review

Table 1: Protectiveness Determinations/Statements from the Fourth FYR, 2010

OIJ#

Protcctivcncss
Determination

Protcetiveness Statement

1

Protective

The remedy is protective of human health and the
environment.

2

Protective

The remedy is protective of human health and the
environment.

3

Protective - Short
Term

The remedy currently protects human health and the
environment because the remedy consisting of ground water
recovery and treatment functioned as designed. However, in
order for the remedy to be protective in the long-term, the
presence of 1,4-dioxane in ground water should be
evaluated.

4

Protective

The remedy is protective of human health and the
environment.

5

Protective

The remedy is protective of human health and the
environment.

6

Protective - Short
Term

The remedy currently protects human health and the
environment because the remedy consisting of water
recovery and treatment functioned as designed. However, in
order for the remedy to be protective in the long-term, the
following actions need to be taken: (1) coordinate with
NMED regarding the recent increase of MTBE
concentrations; and (2) evaluate and address the TCE and
1,1-DCE concentration increases in the 4,500-4,600 ground
water depth elevation.

South Valley Superfund Site
Albuquerque, New Mexico

051300

2

Fifth Five Year Review
August 17, 2010 thru August 26, 2015


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Table 2: Status of Recommendations from the Fourth FYR, 2010

()l

#

Issue

Kocoiiiiiioiidiilioiis/
I'ollow-iip Actions

P.irlj
Rospon
sihlo

O\orsi*iln
Psirlj

Oiiliiinil
Miles (one
Diilo

( iirivnl
Siiiius

( 0111 plot ion

D.ile (i r

iippliciihlo)

3

1,4-Dioxane- This
compound is
known to have
been used as a
stabilizer in
solvent at Univar.
Its presence above
certain levels
could affect the
future

protectiveness of
the ground water
remedy at OU 03
at this facility.
While the
quantitative and
qualitative risk
data for this
compound are still
in development, a
path forward for
evaluation should
be determined for
this compound.

Continue sampling
for this compound at
OU 03 (Univar). In
addition, an
evaluation should be
performed to
determine if
additional remedial
activities are needed.

PRP

EPA/State

2011

Ongoing

NA

5,6

Ethylene
dibromide (EDB)
-the current
Maximum
Contaminant Level
(MCL) and New
Mexico Water
Quality Control
Commission
(NMWQCC)
ground water
standards for
ethylene
dibromide are
lower than the
standards
established in the
Performance and

The Performance
and Compliance
Monitoring Plan
should be updated to
satisfy the current
MCL for this
compound (0.05
|ig/L): analytical
methods should be
selected to
consistently meet
the ARAR and the
ground water
discharge permit
limit of 0.05 (ig/L.

PRP

EPA/State

lanuary
2011

Completed

1/26/2011

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	3	August 17,2010 thru August 26, 2015

051301


-------
()l

#

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Koconiiiioiidiilioiis/
l-'ollow-iip Actions

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(hcrsighl
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Miles (one
Diilo

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SlillllS

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Dull' (if
;i|)|)lic;il)li')



Compliance
Monitoring Plan
(PCMP); in
addition, some of
the laboratory
analyses used for
detecting this
compound had
detection limits
higher than the
applicable or
relevant and
appropriate
requirement
(ARAR) and
ground water
discharge permit
requirement of
0.05 micrograms
per liter (|J,g/L).













6

Methyl tertiary
butyl ether
(MTBE) - EPA
provided Chevron
Project Manager
and NMED
Ground Water
Quality Bureau
(GWQB)
information that
shows the
migration of
MTBE in the Deep
Zone Aquifer at
the GEA site from
offsite sources.
This information
may indicate that
plumes of
petroleum
hydrocarbons,
being remediated
at the adjacent
sites under the

Provide NMED
Ground Water
Quality Bureau
information that
shows the
migration of
MTBE in the Deep
Zone Aquifer at
the GEA site from
offsite sources.
This information
indicates that
plumes of
petroleum
hydrocarbons,
currently being
remediated at the
adjacent sites
under the
regulatory
authority of
NMED, may not
be contained in the

PRP

EPA/State

January
2011

Completed

9/28/2010

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	4	August 17,2010 thru August 26, 2015

051302


-------
()l

#

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Koconiiiioiidiilioiis/
I'ollow-iip Actions

P.i n >
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Psirl>

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Miles (one
Diilo

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iippliciihlc)



regulatory
authority of
NMED, may not
be contained in the
Deep Zone
Aquifer.

Deep Zone
Aquifer.











6

T ri chl oroethy 1 ene
(TCE) and 1,1-
Di chl oroethy 1 ene
(DCE) - at OU 06
(GEA), further
evidence is
necessary to
demonstrate that
TCE and 1,1-DCE
are remediated
within the 4,500 -
4,600 feet (ft.)
above mean sea
level (amsl) depth
horizon; provide
further

documentation of
the capture of the
contamination in
WB-02(4) by
extraction well
EW-002; and,
evaluate whether
additional
monitoring wells
are necessary to
delineate the
impact within this
depth horizon.

Further evidence is
necessary to
demonstrate that
TCE and 1,1-DCE
are remediated
within the 4,500 -
4,600 ft. amsl depth
horizon; provide
further

documentation of
the capture of the
contamination in
WB-02(4) by
extraction well
EW-002; and,
evaluate whether
additional
monitoring wells
are necessary to
delineate the
impact within this
depth horizon.

PRP

EPA/State

April
2011

Completed

3/23/2011

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	5	August 17,2010 thru August 26, 2015

051303


-------
()l

#

Issue

Koconiiiioiidiilioiis/
l-'ollow-iip Actions

Psirlj
Kcspon
sihlc

(hersiiihl
Psirlj

()riiiin;il
Milestone

( II ITCH 1
Sliilus

( ompk'iiun

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Site wide

Public Outreach

Increase the
frequency of
public updates and
dissemination of
information
concerning the
progress of the
remedy at the Site.
In addition,
communication of
GEA's continued
commitment to
complete the
cleanup of the
OUs for which
they are

responsible, should
alleviate concerns
that cleanup will
be impacted by
GEA closing the
facility in
Albuquerque.

EPA

EPA/State

January
2011

Ongoing

NA

The following sections describe the actions taken during this FYR period based on the
recommendations from the previous FYR.

Recommendation 1

1,4-Dioxane-

In November 2009, EPA notified Univar that they would be required to sample for 1,4-dioxane, a
probable human carcinogen, as part of the ground water monitoring program pursuant to Section
XVI(D) of the Univar Consent Decree. Univar was to evaluate the occurrence of 1,4-dioxane and
determine if it poses a threat to human health and the environment. EPA anticipated a response to
this requirement to include a plan and corresponding schedule to perform the evaluation and make
recommendations for further action.

On January 7, 2010, on behalf of Univar, ARCADIS responded to EPA's request for sampling wells
for 1,4-dioxane, proposing to sample 24 wells (GM-2, GM-4, GM-9D, GM-9S, GM-10, GM-1 ID,
GM-11S, GM-13, GM-14D, GM-14S, GM-15D, GM-15S, GM-17D, GM-17S, GM-19, GM- 20,
GM-21, GM-22R, GM-25, GM-26, GM-27, GM-28, A-l, and 1-4). The analytical results would be
evaluated and a site conceptual model would be developed. An assessment of risk would be

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	6	August 17, 2010 thru August 26, 2015

051304


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conducted and then recommended actions would be developed and presented to EPA.

ARCADIS on behalf of Univar continued to sample ground water quarterly from designated wells
for 1,4-dioxane. During a conference call on May 4, 2010 between Univar and the EPA, Univar
proposed to continue with quarterly ground water sampling for 1,4-dioxane from designated wells
listed above. EPA on July 14, 2011 issued a letter to Univar requesting an evaluation of the
adequacy of the current ground water monitoring network to determine the extent of 1,4-dioxane.

On October 4, 2011 ARCADIS on behalf of Univar responded to EPA letters for recommended
actions regarding 1,4-dioxane and presented a site conceptual model and proposed activities and
schedule. A short duration (eight hour) pump test to test the validity of the conceptual model and
assess if 1,4-dioxane is present in more than a low-mass residual state would be conducted on three
monitoring wells (GM-13, GM-11S, and GM-21), all with elevated 1,4-dioxane concentrations.
The short duration pump test was conducted in February, 2012. ARCADIS on behalf of Univar on
May 29, 2012 submitted a pump test report to EPA which stated the overall test was successful but
not conclusive and that an extended duration pump test is recommended. On May 31, 2012,
ARCADIS on behalf of Univar submitted a work plan for an extended pump test and treatment pilot
study. ARCADIS on behalf of Univar conducted the extended pump test and treatment pilot study
from August, 2012 through November, 2012. On June 24, 2013 ARCADIS on behalf of Univar
submitted the Extended Ground Water Pump Test Report. The results of the extended pump test
confirmed the conceptual model and demonstrated that the advanced oxidation treatment system is
sufficient to reduce 1,4-dioxane concentrations in ground water to less than 1 |ig/L. In addition, the
extended pump test showed that one 55-gallon drum of granulated activated charcoal can also
effectively treat between nine and 10 thousand gallons of water at this Site.

Recommendation 2

The PMCPs (2008, 2014) for the deep zone OU 06 requires annual sampling of ground water and
analysis for EDB using EPA method 504.1 with a reporting limit of 0.04 (J,g/L.

Recommendation 3

While MTBE was reported at a concentration of 86 |ig/L for the sample collected from monitoring
well P83-28S during the semiannual sampling in November, 2009, the previous analytical result for
a sample collected in April, 2008 was 11 |ig/L and the next semiannual analytical result for the
sample collected April, 2010 was 13 |ig/L. After 2010, monitoring well P83-28S is no longer
sampled for water quality. As the MTBE cleanup goal is 100 |ig/L, no further action has been
taken.

Recommendation 4

In response to Issue and Recommendation 4 of the Fourth FYR for the Site, GEA requested
Axis Group Inc. (Axis) evaluate all relevant data to determine if capture was in effect at the
4,500 - 4,600 feet above mean sea level depth horizon within the deep zone aquifer. Based on
the evaluations described in the following sections, ground water quality, level, and flow model
data indicates that TCE and 1,1 -DCE are contained and remediated in the interval within the
4,500 -4,600 feet above mean sea level depth horizon.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	7	August 17,2010 thru August 26, 2015

051305


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Additional Ground Water Quality Data

The WB-02(4) sampling point is the only sampling point in the area of the aquifer where ground
water analytical results for VOCs are above ARARs . Analytical results for samples collected from
sampling points deeper and further down gradient have not reported VOCs above ARARs.

Since the November 2009 data, reviewed for the fourth FYR, two additional sampling events have
been conducted in accordance with the PCMP. Analytical results from samples collected from WB-
02(4) have been plotted on a VOC concentration versus time graph (see Appendix E in the 2010
Annual Report for the Deep Zone Ground water Remediation System). Ground water quality data
from October 2006 through October 2010 for WB-02(4) shows an increase in both TCE and 1,1-
DCE concentrations through the November 2009 time frame and a decline in concentrations since
November 2009. GEA and Axis will continue to collect samples for VOC analysis from this
monitoring well port to determine longer term trends.

Ground water Level Data

During each sampling event, ground water levels are collected from the wells associated with the
deep zone ground water remediation system in accordance with the PCMP. This data is used to
determine capture zones of extraction wells and indicates capture of ground water with VOC
contamination is occurring in the area of WB-02(4). This data is available and shown on Figures 4
through 8 of the 2010 Annual Report for the Deep Zone Ground water Remediation System.

Updated Ground water Flow Model

To further assess capture of ground water with VOCs in the deep zone aquifer, Axis updated the
ground water flow model used to design and evaluate ongoing capture of impacted ground water in
the deep zone aquifer. Prior to the model update during this FYR period, the ground water flow
model was most recently used in 2007 and 2008 to design the location and flow rates for the
replacement injection wells IW-637R and IW-638R and extraction well EW-003R.

When current extraction and injection flow rates were modeled, capture of VOC impacted ground
water is demonstrated including the VOCs in ground water in the area of WB-02(4). In addition,
there are a sufficient number of monitoring points beneath and down gradient of WB-02(4) to
indicate that VOC impacted ground water is isolated. Accordingly, GEA is not recommending
significant changes in operation or monitoring.

An EPA letter dated March 23, 2011 stated that EPA and NMED do not have any further comments
concerning the 1,1-DCE and TCE issue and therefore acknowledge that GEA has addressed all
recommendations pertaining to GE as described in the Fourth Five Year Review. GEA and Axis
will continue to review data as it becomes available to evaluate if the remedy continues to meet the
requirements of the ROD.

Recommendation 5

On January 31, 2013 EPA held a public meeting at the Hispanic Cultural Center located in the

South Valley Superfund Site	Fifth Five Year Review

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051306


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South Valley which provided GEA and Univar representatives an opportunity to update the public
on remedial activities and accomplishments. The public was provided an opportunity to ask EPA
along with the PRPs questions and express their concerns. In conjunction with the public meeting,
EPA developed and issued in January, 2013 a Site Status Update that provided the public with
current Site activities and accomplishments for all six Operable Units. In December, 2014 EPA
issued an updated South Valley Superfund Site fact sheet that provided an update of all activities
and contacts.

Remedy Implementation Activities
OU 03

ARCADIS on behalf of Univar on November 14, 2011 submitted a draft Human Health Risk
Evaluation (HHRE) for 1,4-dioxane in ground water. The assessment was preliminary and only
took into consideration site workers. ARCADIS, on behalf of Univar, on October 18, 2013
resubmitted a draft HHRE. The main purpose of the risk evaluation was to define a site-specific,
risk-based cleanup goal and develop site closure options. Univar received comments from EPA in a
letter dated November 12, 2013 regarding review of the draft HHRE. Additionally, conference calls
were held to discuss the comments on November 25 and 26, 2013 and a discussion on a path
forward on December 12, 2013. ARCADIS, on behalf of Univar, submitted the following schedule
for EPA approval as requested during the December 12, 2013 call:

•	Univar will revise the HHRE report to address the comments and resubmit to EPA and the
NMED on January 17, 2014.

•	Univar will prepare a work plan for additional monitoring well installation and ground water
sampling and submit to EPA on January 24, 2014.

•	A remedial action plan will be prepared sometime during the second quarter of 2014. The
exact date of the plan submittal will be set at a later time and will be dependent upon
completion of well installations and ground water monitoring.

On January 17, 2014, ARCADIS, on behalf of Univar, submitted to EPA a Revised HHRE. A letter
from EPA to Univar on March 18, 2014 approved the Revised HHRE.

ARCADIS, on behalf of Univar, submitted a monitoring well drilling and installation and ground
water monitoring work plan on January 24, 2014. The two proposed monitoring wells are intended
to aid in the lateral delineation of the existing 1,4-dioxane to address EPA's concern regarding
extent of contamination. Following comments and discussion with EPA, ARCADIS submitted a
revised monitoring well installation work plan on April 17, 2014. EPA, in a letter to Univar,
approved the revised work plan on April 23, 2014. ARCADIS, on behalf of Univar, has been in the
process of obtaining access to the property where the two monitoring wells will be installed. Direct
access is blocked by third party landowners and to date no agreement to allow access has been
granted. Univar is currently working with the New Mexico Department of Transportation
(NMDOT) to obtain temporary access from Interstate 25.

On December 5, 2007, approximately one year after the pilot test program for optimization had been
implemented, discussions regarding the optimization plan took place between EPA, Univar, and
ARCADIS. The meeting resulted in the revision of RAs for Univar which were approved by EPA

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	9	August 17, 2010 thru August 26, 2015

051307


-------
and NMED on January 30, 2008. The revisions consisted of keeping the remedial system turned
off; perform semiannual (April and October) depth to ground water measurements in all site wells
and ground water samples would be collected from monitoring wells GM-02, 1 IS, 13, 21, and 27.
The samples were submitted for analysis for VOCs. If the concentrations in these monitoring wells
fell below the ARARs during the semiannual sampling, the sampling frequency would be increased
to quarterly - to meet the NMED requirement for completion of abatement. If the concentrations
are still below the ARARs after eight consecutive quarterly events, EPA and NMED would close
out the OU 03 per the ROD.

In a letter to EPA, June 2, 2014, Univar submitted a Notice of Completion of Consent Decree
Requirements for COCs for the Edmund Street Ground Water Operable Unit 03 of the South Valley
Superfund Site. ARCADIS on behalf of Univar completed quarterly compliance monitoring for
COCs (VOCs) in November, 2013. With the exception of 1,4-dioxane, Univar has satisfactorily
completed all of the requirements of the Consent Decree dated March 27, 1990 as they pertain to the
COCs in ground water identified in the ROD signed on June 28, 1988 in that the concentrations of
COCs are less than the clean-up levels that were specified in the ROD and subsequent Explanation
of Significant Differences (September 2006). The concentrations of COCs (not including 1,4-
dioxane) were less than the clean-up goals for at least eight consecutive sampling events before
sampling was discontinued Per Section VII, Paragraph B, Subsection 23 of the Consent Decree.
Univar requested that the EPA certify in writing the satisfactory completion of all of the
requirements of the Consent Decree as they pertain to the COCs, with the exception of 1,4-dioxane.
An EPA letter to Univar on June 10, 2014 approved the Notice of Completion.

OU 05

North Plant 83 Partial Closure

On November 10, 2009, on behalf of GEA, Axis requested authorization to implement the Closure
Plan submitted in the letter dated October 8, 2009 in which GEA would close the North Plant 83.
This request was based on sampling results for wells in the shallow zone. Representatives from
EPA and NMED met with GEA on January 27, 2010 to discuss only the closure for the off-site area
of the North Plant 83 shallow zone. EPA and NMED approved the closure of wells and conveyance
system in their letter dated March 4, 2010.

Following approval, the following activities were performed: On June 1, 2010 the GEA contractor
flushed the buried high-density polyethylene conveyance pipelines; the pipeline was abandoned in
place. An electrical contractor removed the electrical service wire and fixtures from electrical and
well vaults. The drilling contractor abandoned the off-site wells on June 1 through June 3, 2010.
The plugged and abandoned wells are: SEW-1 through SEW-4, SEW-06, SEW-11, P83-02S
through P83-05S, P83-12S through P83-16S, S-01, SMW-09, SMW-11 through SMW-14, SMW-
18, SW-06, and SW-07. Consistent with the City of Albuquerque specifications, the vaults were
abandoned and the streets and sidewalks were repaired.

Chemical Injection Remediation Program

Consistent with the recommendations made by the EPA and NMED during Site meetings with GEA
on December 4, 2009, and January 27, 2010, Axis Group, Inc. (Axis) on behalf of GEA, submitted a

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	10	August 17, 2010 thru August 26, 2015

051308


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work plan to EPA to optimize the shallow zone ground water treatment system by implementing a
chemical injection remediation program. Ground water remediation in the areas proximate to
monitoring well SW-08 (South Plant 83) and extraction well SEW-05 (North Plant 83) would be
enhanced to complete the overall shallow zone ground water remediation program for eventual
close out the OU 05.

Following EPA approval, June 1, 2010, of the chemical injection remediation program, In-Situ
Oxidative Technologies, Inc. (ISOTEC) was retained by Axis to conduct an in-situ chemical
oxidation (ISCO) remediation program using modified Fenton's Reagent on saturated soil and
ground water contamination at two separate areas described as: 1) Shallow Zone Aquifer - SEW-05
Area (North Area); and 2) Shallow Zone Aquifer - SW-08 Area (South Area). The field activities
conducted by ISOTEC occurred during a one time injection event conducted on July 31, 2010 and
August 1, 2010.

The remediation program utilized direct-push technology (DPT) to introduce Modified Fenton's
reagents. During this injection event, ISOTEC installed and injected reagent into 11 temporary
screens at the South Plant 83 Area and 4 temporary injection screens at the North Plant 83 Area.
The plan called for reagents to be injected through specially designed injection screens installed
across specific target treatment intervals by a DPT subcontractor.

The South Area injection screens were installed across a 5-foot interval at depths ranging from 22 to
27 feet below ground surface (bgs) and 24 to 29 feet bgs. The North Area injection screens were
installed across a 4-foot interval from 18 to 21 feet bgs. Injection intervals were determined from
the depth to water and base of the perched zone in each area. A DPT rig operated by Vista
GeoScience was used to install each temporary injection screen utilized during the injection event.

During the injection event, ISOTEC injected reagent at each of the 15 injection screens, each
receiving a maximum of 100 gallons of catalyst and 100 gallons of stabilized 12% hydrogen
peroxide. Pressures at the wellheads ranged from 0 to 40 pounds per square inch (psi) and the
injection rates ranged from 3.0 to 4.1 gallons per minute (gpm) during injection activities. Samples
were collected from monitoring wells SEW-10, SMW-08 and SEW-5 for three consecutive months
after the injections. Analytical results of post injections and other compliance sampling are
discussed further in Section III, Data Review.

Closure of GEA Manufacturing Facility

In August, 2009 GEA informed EPA that the manufacturing facility operations would cease in late
2010. On July 12, 2010 EPA sent a letter to GEA requesting a plan for investigations related to the
Plant 83 closure which GEA responded to on August 3, 2010.

Operations at GEA manufacturing facility ceased on September 24, 2010. On December 10, 2010
Daniel B Stevens and Associates (DBS&A) on behalf of GEA submitted a Sump Investigation
Workplan which outlined plans to inspect all sumps and determine which sumps would require
further investigation including soil borings. DBS&A inspected 71 sumps of which 26 were
identified as requiring soil boring and sampling for residual contamination. A total of six sumps
sampled showed results of analytical parameters exceeding the EPA's industrial site soil screening
level (SSL). Only semi-volatile compounds exceeded any SSL. In the remaining two sumps called

South Valley Superfund Site	Fifth Five Year Review

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051309


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the East West Tank Line (EWTL) further soil sampling was conducted to delineate hexavalent
chromium contamination.

On October 12, 2011 DBS&A submitted a workplan for the remediation of hazardous materials at
the EWTL. The remediation of hexavalent chromium impacted soil and concrete were conducted
during November and December, 2011. All soil and concrete excavated was transported to an EPA-
licensed hazardous waste treatment, storage and disposal facility. On November 4, 2011 GEA
submitted a EWTL Ground Water Sampling and Flow Plan. Results of ground water sampling
confirmed that levels of hexavalent chromium in ground water were lower than federal MCLs and
NMWQCC ground water standards. A final closure report was approved by EPA on November 2,
2012.

Further North Plant 83 Closure

Since the monitoring and extraction well data from the North Plant 83 indicated all VOCs were
below ARARs for at least eight consecutive quarters, EPA approved closure of all wells on the
North Plant 83 Area on May 31, 2011. On November 1, 2011 GEA requested formal closure of the
Operable Unit 05 (OU 05) North Plant 83 Area shallow zone ground water remediation system.
Having completed: all ground water sampling and analysis; abandonment of 16 monitoring wells,
four extraction wells and one injection well; and other infrastructure cleanup and removal, on
November 24, 2011 EPA acknowledged that GEA had satisfied all requirements associated with the
North Plant 83 Remediation System.

South Plant 83 Closure

The final ground water sample was collected from the South Plant 83 remediation system
monitoring well SW-08 on August 31, 2012. GEA, in a letter dated August 15, 2012, requested the
closure of the OU 05 South Plant 83 Area shallow zone ground water remediation system. After
review of GEA's submittals dated August 15, 2012, September 19, 2012 and January 23, 2013,
supporting closure, EPA approved GEA's request for closure on February 13, 2013.

On May 18, 2013 GEA submitted the Final Closure Report for the South Plant 83 remediation
system detailing the abandonment of 10 monitoring wells, 10 unused monitoring wells, one
extraction well, three monitoring wells associated with the deep zone, and cleanup and removal of
infrastructure related to the South Plant 83 Remediation System. Appendix B, Table 1 and Figure 2,
lists and shows all wells abandoned associated with OU 05.

South Plant 83 Institutional Controls

GEA recorded in the property records of the Bernalillo County Clerk's Office on September 16,
2014, a Declaration of Restrictive Covenants for the South Plant 83 Area which detail institutional
controls that limits property use and establishes ground water use restriction and soil engineering
controls (Table 3). GEA submitted a letter to EPA on September 22, 2014, Request for Closure
Former Plant 83/GE Operable Unit 05, requesting that EPA formally close the ROD for the Former
Air Force Plant 83/General Electric, South Valley Superfund Site, signed September 30, 1988 (OU
05 ROD) and certify that GEA completed all requirements of the Administrative Order, dated July
3, 1989 (US EPA Region 6 CERCLA No. 6-16-89). Additionally, GEA pursued EPA's	

South Valley Superfund Site	Fifth Five Year Review

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051310


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acknowledgement that GEA had satisfied the technical requirements needed to commence delisting
of OU 05 from the National Priorities List. GEA is currently compiling a report at EPA's request to
demonstrate that remedial action objectives and goals are complete.

Table 3: Summary of Planned and/or Implemented ICs

C '<>iil:iiiiin:ilecl
Mod in

ICs
.Needed

ICs ( silled
lor in (lie
Decision
Documents

Impeded
Psircel(s)

l(

Objective

Title of l( Instrument
1 in piemen ted sind Dale
(or planned)

Ground Water

Yes

Yes

The New
Mexico State
Engineer
designated an
area that
encompasses
the entire
South Valley
Superfund
Site

Restrict access
with the
shallow
ground water
aquifer to
protect the
public from
potentially
contaminated
water.

Press Release in 1988
from the New Mexico
Office of the State
Engineer.

Ground
Water/Soil

Yes

No

Former South
Plant 83,

GEA

Restrict
ground water
use/restricts
specific areas
from

excavation.

Declaration of Restrictive
Covenants, September
16, 2014

OU 06

Ground Water Monitoring

GEA submitted a letter to EPA on August 12, 2010 to initiate a review of the deep zone monitoring
network which was last revised in 2006. EPA approved the following water quality monitoring
changes to the deep zone monitoring network:

•	P83-21P, P83-21S, P83-25S, P83-25PP83-26, D-02, SJ6-01D, SJ6-07D, SJ6-08D,
HL-02, Dl-01, WB-06 (8 screens), P83-23D, P83-23M, P83-23S, P83-24P, P83-24S,
P83-27D, P83-27M, P83-27S, P83-28P, P83-28S, DMW-02 were all removed from
ground water quality sampling but still provide ground water level data.

•	WB-07 (5 screens), P83-26D, P83-26M, P83-22D, P83-22M, P83-22S, WB-04
(1&2) were changed from semi-annual to annual ground water quality sampling.

South Valley Superfund Site	Fifth Five Year Review

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The current ground water monitoring network and sample collection schedule is available in the
2014 Revised Performance and Compliance Monitoring Plan for the Deep Zone Operable Unit 06,
and San Jose-6 Operable Unit 02.

Optimization of the Deep Zone Remediation System

GEA initiated optimization of the deep zone remediation system in October, 2012. At GEA's
request Axis conducted ground water flow modeling to optimize capture of impacted ground water.
Using ground water flow modeling incorporating results from pump tests on extraction wells EW-
003R and EW-004, GEA changed ground water extraction by terminating pumping from extraction
well EW-001 and EW-002 and increasing ground water extraction flow rates in EW-003R from 140
gallons per minute (gpm) to 400 gpm and in EW-004 from 110 gpm to 140 gpm. The changes in
the extraction rates were intended to increase extraction efficiency in the two areas of the deep zone
aquifer where dissolved VOCs in the ground water continue to be detected above ARARs. The
dissolved VOCs in the areas of the deep zone aquifer addressed by extraction wells EW-001 and
EW-002 have been below ARARs since October 1999 and April 2009 respectively. Ground water
monitoring of EW-001 and EW-002 continues.

In conjunction with the termination of extraction wells EW-001 and EW-002, Axis on behalf of
GEA submitted a workplan to EPA on August 25, 2014 to further improve the efficiency of the
deep zone treatment system by installing two new extraction wells and replacing one injection well.
The two new extraction wells, EW-005 and EW-006 were installed in January 2015 in the deep
zone to address areas that have dissolved COCs above ARARs. Each well has a 40 foot screen to
address a target capture zone. The new pumping rates for the four extraction wells are; EW-003R,
250 gpm; EW-004, 140 gpm; EW-005, 100 gpm; and EW-006, 100 gpm. In addition injection well
IW-636R was installed in January 2015 to replace IW-636.

III. Five-Year Review Process
Administrative Components

The PRP was notified of the initiation of the FYR on December 4, 2014. The South Valley
Superfund Site Fifth FYR was led by Michael Hebert EPA Remedial Project Manager (RPM) for
the Site and Donn Walters, EPA Community Involvement Coordinator (CIC). Allan Pasteris, of the
NMED, assisted in the review as the representative for the State support agency.

The review, which began on 10/20/2014, consisted of the following components:

•	Community Involvement;

•	Document Review;

•	Data Review;

•	Site Inspection; and

•	FYR Report Development and Review.

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Community Notification and Involvement

A notice was published in the local newspaper, the "Albuquerque Journal", on December 4, 2014
stating that a FYR will be conducted for the Site and inviting the public to submit any comments to
the EPA (Appendix E). An additional public notice was published in the Albuquerque Journal on
January 15, 2015. When completed a public notice will be placed in the Albuquerque Journal to
announce the final FYR Report will be available at the Site information repository located at
Zimmerman Library, and the Government Information Department, University of New Mexico,
Albuquerque, New Mexico.

Document Review

This Fifth FYR for the Site included a review of relevant site documents, including RODs/ESD, the
Consent Decree, Administrative Orders, annual remedial status reports, monitoring reports,
optimization plans, ARARs and other ancillary documents. The complete list of documents
reviewed during this second FYR is provided in Appendix C, which also constitutes the list of
references for this document.

Data Review

Data review for this FYR consisted of review of all analytical results for each OU with an emphasis
on ground water quality data for OUs 03, 05 and 06, as continued ground water monitoring occurred
during this review period at these OUs. The following sections describe the monitoring
requirements for each of the three OUs and provides brief discussions of the analytical results
obtained during this FYR period. Other data that is discussed below pertain to treated effluent
quality and water level data indicating ground water flow direction.

OU 03 Univar

Both the ground water and vadose zone treatment systems at this OU were terminated in the fall of
2006, so they did not operate during this FYR cycle. Only ground water samples and water level
data were collected during this FYR period as described in the following subsections

Volatile Organic Compounds (except 1,4-Dioxane - discussed in following subsection)

In specified ground water monitoring wells (GM-02, GM-1 IS, GM-13, GM-21, and GM-27),
quarterly ground water monitoring for VOCs was initiated in January, 2009, to determine if eight
consecutive quarters of meeting ARARs could be achieved. As of November 2013 ground water
monitoring results indicated that ARARs had been met.

At the beginning of this FYR period (August, 2010), analytical results for ground water samples
from five monitoring wells, exhibited concentrations of tetrachloroethene (PCE) below the cleanup
level. These wells were GM-02, GM-1 IS, GM-13, GM-21, and GM-27. Of these wells, only GM-
02 and GM-21 have had detections of PCE above the ARAR of 5 [j,g/L since August, 2010.
Analytical results for the sample collected from GM-02 reported a concentration of 5.2 [j,g/L in July,
2010. Analytical results for the sample collected from GM-21 reported a concentration of 7.0 [j,g/L

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in October 2011. Subsequently, during this FYR period all five monitoring wells have
demonstrated eight consecutive quarters of COCs below ARARS.

Appendix B, Table 2, presents the summary of the analytical results for the four most frequently
detected analytes at Univar during this FYR period which include: 1,1 -DCE, 1,1,1 -Trichloroethane
(TCA), TCE, and PCE. Analytical results for other VOCs are presented in the quarterly and semi-
annual sampling reports and are below the remedial action goals set for Univar.

1.4-Dioxane

During this FYR period samples have been collected from a series of Univar ground water
monitoring wells for 1,4-dioxane. The last quarterly report (July, 2014) submitted to EPA,
indicated that samples were collected from 20 monitoring wells with analytical results for 19
samples reporting 1,4-dioxane above 1.0 (J,g/L. Analysis for six samples reported concentrations
greater than or equal to 6.0 [j,g/L and 13 results with concentrations less than 6.0 |ig/L, Site wide
1,4-dioxane concentrations have been reported as high as 161 [j,g/L in a sample collected from GM-
21 (November, 2013). Concentrations in samples from GM-21 and GM-27 were the highest as of
the last quarterly report at 88 [j,g/L and 82 [j,g/L respectively. Since no ARAR exists for 1,4-
dioxane a risk based cleanup goal of 6.7 |ig/L was developed. Appendix B, Table 3 provides a
summary of all 1,4-dioxane sampling data at the Site. Going forward ARCADIS will install two
monitoring wells to further delineate 1,4-dioxane in ground water and increase the total monitoring
wells sampled to 31 as stated in the Well Installation Work Plan.

Ground Water Elevation Data

Ground water elevation data from 41 Univar wells are presented in Table 2 of the July 2014
Sampling of Ground Water Monitoring Wells Report. A potentiometric surface map is included as
Figure 2 of the quarterly report. These data demonstrate a shift in the ground water flow direction
to the southeast from a historical easterly flow direction. The installation of two monitoring wells to
the southeast will improve monitoring coverage and further contribute to the Site conceptual model.

OU 05

Monitoring requirements during this FYR period for this OU included: two monitoring wells and
one extraction well in the North Plant 83 and one monitoring well and one extraction well in the
South Plant 83. Only extraction well SEW-05 (North Plant 83), extraction well SEW-10 and
monitoring well SM-08 (South Plant 83) required quarterly sampling for VOCs. Monitoring data
generated from activities at OU 05 during this FYR for both the North and South Plant 83 Areas are
discussed in the following subsections.

Shallow Zone GEA

Only one extraction well, SEW-10 (South Plant 83) operated during this FYR period. One
treatment system compliance sample of effluent was collected on July 6, 2010 before the ground
water treatment system operation (South Plant 83 and North Plant 83), was terminated on July, 23,
2010. No VOCs were detected.

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Overall, a total of approximately 1,088,039 gallons of water have been extracted and treated at OU
05 since inception of remediation activities and approximately 396 pounds of VOCs were removed.
The ground water levels have fluctuated since the start of the shallow zone ground water treatment
system in 1994; however, during the last year of the operation (2010), ground water levels have
risen slightly.

Ground Water Data - South Plant 83 Area

No detections above Site ARARs were reported during this FYR period. A sample from monitoring
well SW-08 near the South Plant building had one analyte, 1,1-DCA, detected at its ARAR of 25
[j,g/L in July 2010. Axis, on behalf of GEA, proposed a chemical oxidation injection program be
conducted in the area of monitoring well SW-08 and extraction well SEW-10 in the South Plant 83
Area and the extraction well SEW-05 in the North Plant area. A letter from EPA approved the work
plan on June 1, 2010. Axis implemented the chemical injection remediation program on July 31,
2010. VOCs and metals were monitored monthly for three consecutive months following the
chemical injection. Monitoring well SW-08 had sample concentrations reported for 1,1-DCA at 21
[j,g/L (August 30, 2010), 18 [j,g/L (September 27, 2010) and 17 [j,g/L (October 25, 2010). Samples
were collect from monitoring well SW-08 for six more quarters through April 2012 and
concentrations for 1,1-DCA continued to decline to 6.5 |ig/L,

Ground Water Data - North Plant 83 Area

Due to detections of 1,1-DCE in ground water samples collected from SEW-05 above the 5|ig/L
ARAR (beginning in October of 2008), and detections of COCs in SW-08 (South Plant 83 Area), a
chemical injection remediation program was implemented in July of 2010 to address both the North
and South 83 Plant residual ground water contamination. VOCs and metals were monitored
monthly for three consecutive months following the chemical injection. Samples collected after the
chemical injection remediation program at SEW-05 had concentrations of 1,1-DCE of 3.1 [j,g/L
(August 30, 2010), 3.6 j_ig/L (September 27, 2010), and 3.7 j_ig/L (October 25, 2010). Other
monitoring wells in the North Plant 83 Area that were sampled in October 25, 2010 include SMW-
09 (1.3 ng/L, 1,1-DCE), SMW-10 (no VOCs detected) and P83-01S (1.0 ^g/L, 1,1-DCE).

A final sample was collected from SEW-05 on April 26, 2011 had a 1,1-DCE concentration of 4.1
[j,g/L. As of April 26, 2011 all monitoring and extraction wells located on the North Plant 83 Area
demonstrated eight consecutive quarters with sample concentrations below ARARS.

OU 06 Deep Zone GEA

Monitoring requirements at OU 06 (deep zone aquifer) during this five year review period included:
ground water sample collection for analysis of VOCs from 49 monitoring wells/ports, four
extraction wells and the treatment systems compliance sampling (effluent) port. The frequency of
sample collection was: monitoring wells- semiannually, extraction wells- semiannually, and
effluent- monthly.

The following subsections provide brief discussions on COC mass removal and the data generated
from monitoring conducted during this FYR period. Ground water quality data is presented relative
to the proximity of the extraction wells in which ground water quality is monitored.

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Mass Removal

The treatment system removed a total VOC mass of 33.7 pounds (lbs.) from August, 2010 through
June, 2014 (the last reading available). The treatment system has removed a total VOC mass since
operations began in April 1996 of 1,545.3 lbs.

Treatment System Effluent Monitoring

Monthly compliance sampling of treatment system effluent during this FYR demonstrated that VOC
concentrations were non-detect before treated ground water was injected back into the aquifer.

EW-001 and EW-002

Analytical results from ground water monitoring indicates that VOCs in the areas of the deep zone
aquifer addressed by extraction wells EW-001 and EW-002 are below ARARs. EW-001 and EW-
002 have met ARARs since October 1999 and April 2009 respectively. Operation of both
extraction wells terminated in November 2012 as part of GEA's optimization of the deep zone
treatment system.

EW-003R and EW-004

While dissolved VOC concentrations have been below ARARs during this FYR period, VOCs
continued to be detected in samples collected from EW-003R. Concentrations of 1,1-DCE from 4.2
|ig/L in 2010 to 1.9 |ig/L in 2014; TCE concentrations of 2.5 |ig/L in 2010 to 1.4 |ig/L in 2014; and
1,1-DCA concentrations of 2.0 |ig/L in 2010 to 1.35 |ig/L in 2014 were all detected in samples
collected from EW-003R during this review period. Other VOCs detected include PCE and MTBE.
Analytical results for samples collected from EW-004 showed no VOC concentration above 1.5
|ig/L during the review period and only PCE was consistently detected.

The following monitoring wells are in the area most influenced by extraction well EW-003R:

•	P83-09D: Concentrations reported for 1,1-DCA, 1,2-DCA, 1,1-DCE, PCE and TCE for
samples collected from P83-09D showed decreases in concentrations below ARARs during
the FYR period until April 2013 when TCE exceeded the ARAR (5.0 |ig/L). TCE
concentrations were reported at 6.3 |ig/L, an increase in concentrations from previous
concentration in October 2012 at 2.3 |ig/L; TCE concentrations have remained slightly
above ARARs in 2014 (5.3 |ig/L and 5.6 |ig/L); TCE was as high as 27 [j,g/L in April 2009.
1,1-DCE, 1,1-DCA and PCE have all remained below ARARs during this review period.
Reported concentrations of other analytes also indicated slight increases in April 2013. The
slight increase in VOC concentrations may be due to GEA's optimization which increased
EW-003R pumping rates from 140 gpm to 400 gpm starting in November 2012.

•	WB-01(3): VOC concentrations reported for samples collected from WB-01(3) have been
below ARARs since 2007; however reported concentrations increased in 2013 and 2014.
TCE concentrations increased from <1 |ig/L in October 2012 to 4.6 |ig/L in October, 2013

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and 4.0 |ig/L in April 2014. 1,1-DCA, 1,1-DCE and PCE were detected in 2013 and 2014
where neither were detected prior.

•	WB-01(4): 1,1-DCE concentrations in samples collected from WB-01(4) continued to
exceed the ARARs during the FYR period. In May 2011 1,1-DCE concentrations were as
high as 30 |ig/L (in duplicate sample) but have trended downward to 13 [j,g/L in April 2014.
1,1-DCA concentrations were as high as 20 |ig/L in October 2011 but have trended
downward to 10 |ig/L in April, 2014. 1,1-DCA remains below the ARAR of 25 |ig/L. PCE
and TCE concentrations at 2.5 |ig/L during this FYR period have remained consistently
below ARARs.

•	WB-05(l-3): Concentrations of TCE and 1,1-DCE reported for samples collected from WB-
05(1&2) were generally below ARARS during this FYR period except, TCE was detected in
the sample collected from WB-05(1) at 5.5 |ig/L (April, 2013). The TCE concentration
from WB-05(1) was 3.0 |ig/L on April, 2014.

•	WB-05(4): Analytical results for VOCs remained below ARARs during this FYR period.

•	WB-05(5): Analytical results for samples collected from WB-05(5) exhibited concentrations
above the ARAR for 1,1-DCE with a high concentration of 8.2 [j,g/L in October 2013 and
ending with a concentration of 6.0 (J,g/L in April 2014.

The following monitoring wells are in the area most influenced by extraction well EW-004;

•	WB-02(4): Concentrations of TCE were reported above the ARARs the entire review period
for samples collected from WB-02(4), with April 2010 at 14 [j,g/L and April, 2014 at 6.0
[j,g/L. 1,1-DCE concentrations were above ARARs until October 2013 when the
concentration was 4.0 [^g/L and 3.0 [j,g/L in April 2014. PCE did not exceed the ARAR
during this FYR period.

•	WB-04(5): During this FYR period, reported concentrations of TCE, 1,1-DCE and PCE in
samples collected from WB-04(5) showed a sharp increase from below ARARs in October
2012 ARARS to 20 (^g/L, 8.5 [j,g/L and 12 (J,g/L, respectively in April 2014.

OU6 Summary

In April 2013 VOC concentrations showed a sudden increase in samples collected from wells P83-
09D, WB-05(3) and WB-04(5), with TCE, PCE, and 1,1-DCE detected above ARARs. This may
reflect the optimization which began in November 2012 with the change in extraction well pumping
rates. While VOC concentrations continue to decrease overall, concentrations in samples collected
from wells P83-09D, WB-05(3) and WB-04(5) remain above ARARs.

There are a series of sentinel wells east (down-gradient) of the deep zone remediation system and
the capture zone. These wells are in place to indicate migration of contaminants in the deep zone.
In April 2012 1,1-DCA was detected at low levels (<2.0 |ig/L) in samples collected from three
sentinel wells (P83-19U, P83-19M and P83-30D2). P83-30D2 samples had never exhibited VOC

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detections and it had been over 10 years since VOCs were detected in samples collected from the
other two wells. Confirmation samples were collected in May, 2012. P83-19U analytical results
reported 1,1-DCA at 1.8 |ig/L. Analytical results for P83-19U continue to show 1,1-DCA at low
levels, as high as 3.3 |ig/L in October 2013. All detections are below the ARAR of 25 |ig/L.

Plume Containment

The design objectives of the deep zone ground water remediation system include hydraulic control
of the deep zone plume and flushing of VOCs from the deep zone aquifer to meet ARARs.

GEA measured the depth to water in the conventional monitoring wells, piezometers, and
extraction/injection wells and recorded hydrostatic pressure in the multi-port monitoring wells
during the ground water monitoring events. Since monitoring wells are screened at various
elevations throughout the deep zone aquifer, ground water elevation or potentiometric surface
contour maps were prepared for five aquifer levels depicted in Table 4.

Table 4: EPA Approved Deep Zone Aquifer Levels

Deep Zone Aquifer Level

Interval Elevation (feet amsl*)

Deep-Shallow Zone (DS)

4840 - 4900

Deep-Intermediate Zone (DI)

4790 - 4840

Deep-Intermediate & Deep-Deep Zone (DD)

4660 - 4790

Deep-Low-Permeability Zone (DLPZ)

4600 - 4660

Below Deep-Low-Permeability (BLDPZ)

4500 - 4600

* above mean sea level

According to the 2013/2014 Deep Zone Annual report, extraction wells have created capture zones
for the ground water between elevations 4,840-4,600 ft amsl, all deep zone aquifer levels (see
Figures 5 and 9 for 4,790-4,840 ft amsl; Figures 6 and 10 for 4,660-4,790 ft amsl; and Figures 7 and
11 for 4,600-4,660 ft amsl, 2013/2014 Deep Zone Annual Report). All wells with exceedances
noted previously, with the exception of WB-02(4) and WB-04(5), are located within the horizon of
4,840-4,600 ft amsl. The screens for well WB-02(4) and WB-04(5) are located within the horizon
of 4,500-4,600 ft amsl (screen interval 4,599.66-4589.92 and 4580.31-4560.31 ft amsl respectively).
As analytical results indicate that concentrations of COCs have decreased since 2009 in these wells,
it is considered that there is capture of contaminated water from the 4,500-4,600 ft amsl. Interval
capture zones are depicted in figures in the annual reports and they have not changed significantly
over this FYR review period.

Site Inspection

Site inspections were conducted on January 27, 2015 at GEA and January 28, 2015 at Univar. In
attendance at GEA were Michael Hebert- EPA Remedial Project Manager (RPM); Allan Pasteris-
NMED; Randall McAlister and Julie Einerson- GEA; and John Billiard, Leonard Stockton and
Louis Keating- AXIS. In attendance at Univar were Michael Hebert- EPA; Allan Pasteris- NMED;
and Katy Brantingham- ARCADIS. The site inspection checklist is included in Appendix E.

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Individual photographic logs for Univar and GEA for the inspections are also included in Appendix
E.

GEA Inspection

The site inspection team inspected OU 05 where all wells have been plugged and abandoned and a
cement cap has been installed over the soil removal area at the Former South Plant. The inspection
team also inspected the residential neighborhood north of the former North Plant where monitoring
and extraction wells have been plugged and abandoned, infrastructure removed, and roads and
sidewalks repaired. The inspection team inspected a significant number of monitoring wells, all
extraction wells, as well as the treatment system and building associated with the OU 06 deep zone
aquifer remediation system. The inspection team also examined the location and installation of two
new extraction wells (EW-005 and EW-006) and the new replacement injection well (IW-636R)
associated with remedial activities at OU 06.

The removal and repair work done in the residential neighborhood of OU 05 was very well done.
The general appearance of OU 06 was excellent and well maintained. Equipment associated with
remedial systems appeared to be in good working order and well serviced. Many of the wells and
the remediation treatment buildings are located within fenced areas; and all wells are locked and
secure. The wells located outside of the fenced areas are locked and secure. All hazardous
materials on-site are properly stored. All exterior security fences were in excellent condition. All
pertinent documents are on-site, readily available and up to date.

Univar Inspection

The site inspection team inspected monitoring wells, extraction wells and the treatment system
which is currently not operating at OU 03. The inspection also consisted of identifying the locations
of the two proposed monitoring wells on the eastside of Interstate 25. The site inspection team
reviewed Univar's current plans for temporary access to property on the eastside of Interstate 25 to
drill and install the two proposed monitoring wells. Well installation will require closing the
shoulder and the outside north bound lane to access the road shoulder and into Site property.

Univar will have to present the plan to NMDOT and the Federal Highway Administration for
approval. ARCADIS explained the NMDOT representatives that visited the site were favorable to
the temporary access plan.

The general appearance of OU 03 was excellent and well maintained. Equipment associated with
remedial systems appeared to be in good working order and well serviced. Many of the wells and
the remediation treatment buildings are located within fenced areas; and all wells are locked and
secure. The wells located outside of the fenced areas are locked and secure. All hazardous
materials on-site are properly stored. All exterior security fences were in excellent condition. All
pertinent documents our on-site, readily available and up to date.

The areas associated with OU 03 and OU 06 continues to be plagued by illegal dumping, mostly of
household items and construction debris. Dumping activities do not appear to have affected access
to wells in the area. The NMDOT owns property east and southeast of Univar; NMDOT heavy
equipment damaged GM-1 IS in that the outer protective casing, cement well pad and bollards were
all replaced.

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Interviews

The interview process for this FYR was conducted by submitting questionnaires to parties directly
or indirectly associated with the Site, including the current landowners, and regulatory agencies
involved in Site activities or aware of the Site. The purpose of the interview process was to
document any perceived problems or successes with the remedy that has been implemented to date.
Questionnaires were sent out on December 11, 2014. Responses provided on the questionnaires are
summarized below and complete questionnaires are included in Appendix D. The following
representatives participated in the interview process:

•	Ester and Steven Abyeta, Residents of San Jose Neighborhood;

•	Bart Faris, Environmental Scientist, Remediation Oversight Section, NMED;

•	Rick Shean, Water Quality Hydrologist, Albuquerque, Bernalillo County Water Utility
Authority (ABCWUA);

•	Gabe Lewis, Project Manager, Chevron;

•	Julie Einerson, Environmental Project Manager, General Electric;

•	John W. Billiard, Technical Director, Axis Group, Inc.;

•	Katy Brantingham, Associate Vice President, ARCADIS USA, Inc.

Most comments were favorable to the progress and management of the ongoing remedial activities
at the Site. Most people interviewed feel communication and information dissemination is good.
Mr. Rick Shean requested more frequent distribution of water quality data and reports. Mr. Gabe
Lewis expressed positive comments that South Valley Superfund Site contract remediation
personnel were accommodating and informative during Chevron's recent remediation system
removal activities near the Site. Mr. Lewis stated some trespassing and theft of recyclable material
occurred during remediation and system removal activities at the Vicenergy terminal. Bart Faris,
and Mr. Lewis expressed remediation activities should have a positive effect on the surrounding
community and property, allowing property transactions without future environmental liability
concerns.

Mr. Steve and Mrs. Ester Abeyta, living very near the South Valley Superfund Site, expressed
concerns and frustrations of residents. Mr. and Mrs. Abyeta expressed that some cleanup progress
has been made, but it is not enough. Mr. and Mrs. Abyeta stated that many residents have seen
property values decrease and they are required to disclose that their homes are located in a
Superfund area when selling their property. They also informed that EPA has provided letters of
assurance for liability protection from a Superfund area to landowners whose properties are
designated Brownfield properties allowing financial opportunities to redevelop and restore their
property. Mr. and Mrs. Abyeta expressed concerns with the Sunport Extension and what effects
this may have on the remedial activities since the road is designed to go through OU 06. Additional
concerns expressed noted cleanup efforts have released additional amounts of VOCs into the area
through air strippers at the Ground Water Treatment Plant. In closing, Mr. and Mrs. Abeyta stated
that the revitalization of the community of San Jose should be a priority of EPA, NMED and GE.

In response to several concerns provided in the questionnaires, GE, EPA and NMED have worked

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closely with Bernalillo County to assure that remedial infrastructure (wells, pipelines and electrical)
and remedial actions will not be affected if and when the Sunport Extension road construction
occurs. In addition, some VOCs may be released to the air during the operation of the ground water
treatment by air strippers, the anticipated air emissions from the temporary treatment plant were
calculated during the Design Phase and found to be in compliance with all applicable regulations
and local air quality permitting requirements. An air emission registration for the treatment plant
was filed with and approved by the Albuquerque/Bernalillo County Air Quality Control Board
(ABC/AQCB). The ABC/AQCB also required that atmospheric dispersion modeling of regulated
air pollutants be conducted for comparison to ambient air quality standards. The results indicate
that ambient concentrations resulting from this source are less than all applicable local, state, and
federal standards.

IV. Technical Assessment

Question A: Is the remedy functioning as intended by the decision documents?

RA Performance

The review of documents, monitoring data, and the results of the site inspection indicates that the
remedy components are functioning as intended at all OUs. Remedial action goals and objectives
have been achieved at OUs 01, 02, and 04. The following briefly describes remedial action status at
OUs 03, 05, and 06.

OU 03 Univar

The remedial systems at OU 03 (Univar) have decreased the concentrations of all VOCs to below
the ARARs. The RA has satisfactorily completed all of the requirements of the Consent Decree
dated March 27, 1990 as they pertain to the COCs in ground water identified in the ROD signed on
June 28, 1988 in that the concentrations of COCs are less than the clean-up levels that were
specified in the ROD and subsequent ESD (September 2006). The concentrations of COCs (not
including 1,4-dioxane) were less than the clean-up goals for at least eight consecutive sampling
events before sampling was discontinued.

The EPA approved Univar's recommended actions regarding further investigation of 1,4-dioxane as
a COC. A remedial action plan will be prepared sometime during 2015 and will be dependent upon
completion of well installations and ground water monitoring.

OU 05 GEA Shallow Zone

The ground water treatment system at OU 05 (the shallow zone aquifer at GEA) was completely
shut down in July 2010. VOC concentrations were below ARARs in all but two wells. To address
recalcitrant "hot spots", GEA implemented a chemical injection remediation program in July, 2010
at two separate areas described as: 1) Shallow Zone Aquifer - SEW-05 Area (North Plant 83 Area);
and 2) Shallow Zone Aquifer - SW-08 Area (South Plant 83 Area). This effort was followed by
ground water monitoring.

Having decreased concentrations of all VOCs to below cleanup levels, compliance ground water

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monitoring was completed in 2012. GEA on September 22, 2014 requested closure of the OU 05
ROD signed on September 30, 1988 stating GEA has satisfactorily completed all requirements of
the Administrative Order dated July 3, 1989. All wells and infrastructure associated with the OU 05
ground water treatment system have been plugged and abandoned or removed as approved by EPA.
GEA is compiling a final report documenting the remedial activities that have been completed at
OU 05. Upon completion of the report, GEA and EPA will discuss de-listing OU 05 from the
National Priorities List (NPL).

OU 06 GEA Deep Zone

The remedial system at OU 06 (the deep zone aquifer at GEA) has substantially reduced the mass
and volume of contaminants in the deep zone aquifer, and the plume is captured and stable. The
contaminant plume is consistently shrinking and in general, the system operates as designed. The
plume of contamination has been reduced to two smaller areas currently with five monitoring wells
with concentrations above ARARS. GEA has installed two additional extraction wells specifically
targeting these areas. The remedial treatment system continues to effectively and efficiently treat
extracted ground water and inject it back into the aquifer.

System Operations and O&M

ARCADIS, the Univar remediation contractor and Axis, the GEA remediation contractor, have
provided the costs for the Site O&M activities since January 2010. Yearly O&M costs for this FYR
period, 2010-2014 for Univar (OU 03) and GEA (OU 02, OU 05 and OU 06) can be found in
Appendix B, Table 5.

A review of the previous FYR O&M costs for fiscal years 2010 through 2014 were an average of
approximately $67,892 a year for Univar which is an increase from the previous FYR (2005-2009)
of $20,000. The OU 03 (Univar ground water system) annual O&M costs were estimated in the
ROD (EPA, 1988b) to be $37,000 per year. The remedial treatment system has not operated since
October, 2006 and VOC ground water monitoring was reduced to five wells on a quarterly basis in
January, 2008. The increase in O&M costs can be attributed to the investigation of 1,4-dioxane
which included quarterly sampling and an increase in the total wells sampled. Several 1,4-dioxane
investigative costs not included were the extended pump test in 2012 which cost $248,000,
reporting, database management and project management. Univar is projected to install two new
monitoring wells in 2015 as part of the 1,4-dioxane investigation.

O&M costs for fiscal years 2010 through 2014 were an average of approximately $1,147,240 a year
at GEA. The ROD for the OUs 05 and 06 (GEA shallow soils and shallow and deep zone aquifers)
does not specify any costs for the ground water treatment remediation systems and shows a total
cost for the soil treatment options, which was completed in 1993. The Third FYR states that since
March 1996, when the deep zone ground water remediation system was started, annual operation
and maintenance costs averaged about $700,000 per year. For the Fourth FYR period, average
annual costs amounted to $1,072,240, which is due to the deep zone system optimization and
mitigation of vandalism. O&M costs for 2008 escalated to $2,627,819 due to system optimization
that included the installation of a new extraction well, EW-003R. In the Fifth FYR, average annual
costs amounted to $1,147,240 a year, and increased due to continued optimization of the Deep Zone
remediation system in 2012 with pump testing, chemical oxidation program in 2010 and soil

South Valley Superfund Site	Fifth Five Year Review

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removal at South Plant 83 in 2011. The installation of two new extraction wells and a replacement
injection well in 2015 would certainly show an increase. System optimization in 2010 that reduced
the amounts of samples collected semi-annually in the deep zone along with the closure of OU 05
(shallow zone) resulted in reduction of O&M costs.

Opportunities for Optimization

OU 03

Pending review of analytical data from the two new monitoring wells at OU 03, Univar may be
required to treat 1,4-dioxane.

OU 06

Many optimization efforts were conducted at OU 06 during this FYR period. Future review of
analytical data will indicate if previous efforts were successful. Should data indicate that COCs in
samples collected from deep zone monitoring wells persist, GEA will need to re-evaluate their
ground water extraction system.

Early Indicators of Potential Issues

During this FYR, there were no indications of remedy failures effecting protectiveness
Implementation of Institutional Controls and Other Measures

Institutional controls are in place and operating as planned.

South Valley Superfund Site
Albuquerque, New Mexico

051323

25

Fifth Five Year Review
August 17, 2010 thru August 26, 2015


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Question B: Are the exposure assumptions, toxicity data, cleanup levels, and remedial action
objectives (RAOs) used at the time of the remedy section still valid?

Table 5: Validity of Exposure Assumptions from Records of Decision

Completed Remedial Actions

Yes/No

Does This Affect

Remedy
Protectiveness?

Changes in
Standards and
TBCs

Whether standards identified in the ROD have been
revised since the last FYR

No

No

Whether TBCs used in selecting cleanup levels have
changed since the last FYR

No

No



Whether land use or expected land use has changed since
the last FYR

No

No



Whether human health route of exposure has changed
since the last FYR

No

No



Whether human health receptors have changed since the
last FYR

No

No

Changes in
Exposure
Pathways

Whether ecological route of exposure has changed since
the last FYR

No

No

Whether ecological receptors have changed since the last
FYR

No

No

Are there newly identified contaminants since the last
FYR

No

No



Are there newly identified contaminant source areas
since the last FYR

No

No



Are there unanticipated toxic byproducts of the remedy
since the last FYR

No

No



Whether physical site conditions have changed since the
last FYR

No

No

Changes in
Toxicity and

Other
Contaminant
Characteristics

Whether toxicity factors for contaminants of concern at
the site have changed in a way that could affect remedy
protectiveness since the last FYR

No

No

Whether the contaminant characteristics have changed in
a way that could affect remedy protectiveness since the
last FYR

No

No

Changes in Risk
Assessment
Methods

Whether the risk assessment methodologies have
changed in a way that could affect the remedy
protectiveness since the last FYR

No

No

Review of RAOs

Whether new or changed site conditions impact the
RAOs and remedy protectiveness

No

No

South Valley Superfund Site	Fifth Five Year Review

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Question C: Has any other information come to light that could call into question the
protectiveness of the remedy?

Table 6: New Information Influencing Protectiveness of the Remedy

Completed Remedial Actions

Yes/No

Does This Affect
Remedy Protectiveness?

Other Information

Whether newly identified ecological risks
have been found

No

No

Whether there are impacts from natural
disasters

No

No

Whether any other potential site changes were
identified during the five-year review process

No

No

V. Issues/Recommendations and follow-up actions

Table 7: Issues and Recommendations/Follow-up Actions

OU#

Issue

Recommendations/
Follow-up Actions

Party
Responsible

Oversight
Agency

Milestone
Date

Affects Protectiveness?
(Y/N)





Current

Future

ou

03

1,4-Dioxane

Proposed monitoring
wells should be
installed and a
remedial action plan
developed upon
completion of well
installations and
ground water
monitoring.

PRP

EPA/NMED

9/1/2016

No

Yes

OU

06

1,1-DCA in Sentinel
Well P83-19U

Evaluate the presence
of 1,1-Dichloroethane
(DC A) in sentinel
monitoring well P83-
19U since 2012 and a
determination should
be made as to whether
additional RA is
necessary.

PRP

EPA/NMED

9/1/2016

No

Yes

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In addition, the following recommendation is provided in order to ensure ground water monitoring
at the Site is adequate.

• Determine if OU 02 remedial requirements have been achieved or define the monitoring
well network and sample frequency for that network of wells associated with OU-02.

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VI. Protectiveness statement

Operable Unit:
OUOl

Protectiveness Statement(s)

Protectiveness Determination:
Protective

Addendum Due Date
(if applicable):

here to enter a

Protectiveness Statement:

The remedy is protective of human health and the environment

Protectiveness Statement(s)

Operable Unit: Protectiveness Determination:

Addendum Due Date

OU 02 Protective

(if applicable):

Click here to enter a
date.

Protectiveness Statement:



The remedy is protective of human health and the environment



Operable Unit:
OU 03

Protectiveness Statement(s)

Protectiveness Determination:
Short-term Protective

Addendum Due Date
(if applicable):

k here to enter a

Protectiveness Statement:

The remedy currently protects human health and the environment because the remedy consisting
of ground water recovery and treatment functioned as designed. However, in order for the
remedy to be protective in the long-term, the presence of 1,4-dioxane in ground water should
be further delineated and a remedial action plan should be prepared and implemented

Protectiveness Statement(s)

Operable Unit: Protectiveness Determination:

Addendum Due Date

OU 04 Protective

(if applicable):

Click here to enter a
date.

Protectiveness Statement:



The remedy is protective of human health and the environment.



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Protectiveness Statement(s)

Operable Unit:	Protectiveness Determination:	Addendum Due Date

OU 05	Protective	(if applicable):

Click here to enter a
date.

Protectiveness Statement:

The remedy is protective of human health and the environment

Operable Unit:
OU 06

Protectiveness Statement(s)

Protectiveness Determination:
Short-term Protective

Addendum Due Date
(if applicable):

here to enter a

Protectiveness Statement:

The remedy is protective of human health and the environment. However, in order for the
remedy to be protective in the long-term, the following action needs to be taken: Evaluate the
presence of 1,1-Dichloroethane in sentinel monitoring well P83-19U since 2012 and a
determination should be made as to whether additional RA is necessary.

Sitewide Protectiveness Statement

Protectiveness Determination:	Addendum Due Date (if applicable):

Protective	Click here to enter a date.

Protectiveness Statement:

The remedial actions at OU 01, OU 02, OU 04, and OU 05 are protective. The remedial actions
at OU 03 and OU 06 are protective in the short-term. However, for OU 03 and OU 06, the
recommendations and follow-up actions identified in this FYR process should be addressed to
ensure the long-term remedy will remain protective of human health and the environment.

VII. Next review

The next five-year review report for the South Valley Superfund Site is required five years from the
completion date of this review.

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Appendix A - Existing Site Information

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051329


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SITE CHRONOLOGY

A-A Table 1: Chronology of Site Events
South Valley Superfund Site

Dale

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1978

Volatile organic compounds were detected in City of Albuquerque
wells from the San Jose and Miles municipal well fields. In
subsequent sampling, contamination persisted in wells SJ-3 and SJ-6
(in the San Jose well field) whereas the impact in well Miles-1 (in
the Miles well field) was not confirmed and it was returned to
service.

1981

As pre-National Priorities List responses, the City of
Albuquerque took Albuquerque municipal wells SJ-3 and
SJ-6 off-line.

September 8, 1983

The South Valley Site is placed on the National Priorities List.

March 22, 1985

The Record of Decision for OU 01 was signed.

September 28,2005

Approval of the FYR memorandum for the Site.

August 26, 2010

Fourth Five Year Review completed for the South Valley Superfund
Site. First Site wide FYR initiated by EPA.

January 31, 2013

South Valley Superfund Site Open House updating the Public on
cleanup progress.

I'iii\ ;ii' l\tliniimis SlriTl Ol s (Ol (13 ;iihI Ol 04)

June 28,1988

OU 03 - Record of Decision for the Edmunds Street Ground Water OU
is signed.

January 1989

Submittal of the Remedial Investigation and Feasibility Study reports to
EPA and NMED.

30 March 1989

OU 04 - the Record of Decision for the Edmunds Street Property
Source Control is signed.

March 27,1990

The Consent Decree in the Matter of the United States of America
versus Univar Corporation was entered on docket.

September 7,1990

The Remedial Action Plan for OU 03 was submitted to the EPA and
NMED

1990

The construction of the ground water remedy at OU 03 was completed.

September 10,1990
through January 14,
1991

The ground water system for OU 03 startup program was conducted.

November 8,1995

First FYR for Univar completed

March 1996

EPA and NMED verbally approve modifications to the ground water
monitoring plan, including use of Columbia Analytical Services,
lower reporting limits, and elimination of analysis for benzene,
toluene, ethylbenzene, total xylene and 1, 2- dichloroethane.

March 1998

two ground water monitoring wells installed, one as a replacement well
(GM-22R) and one new well (GM-25)

November 1998

vapor extraction system for OU 04 installed

July 16, 1999

air quality permit for the vapor extraction system obtained

August 1999

pilot study for the vapor extraction system begins

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Dak-

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September 14,2000

Second FYR for Univar completed

October 2000

installation of additional vapor extraction system wells for full system
build out completed

July 15, 2003

City of Albuquerque Environmental Health Department approved
discontinuing compliance monitoring for the vapor extraction system
(OU 04)

October 7, 2004

Univar received authorization from EPA (Mr. Terry Roundtree) in an
electronic communication to discontinue semi-annual sampling of the
treatment unit influent and effluent and ground water monitoring wells
and to reduce the number of ground water monitoring wells monitored
annually.

January 31, 2005

EPA submitted letter to Univar requesting the installation of deeper
wells

August 2005

deeper wells GM-27 and GM-28 installed

September 2,2005

Third FYR for Univar completed

September 7,2006

ARCADIS on behalf of Univar submitted a work plan to optimize
future remedial activities.

October 18, 2006

EPA approved changes to the optimization plan for remedial activities

September 29,2006

vapor extraction system was shut down

November 3, 2006

ground water treatment system was shut down

December 5, 2007

Discussion between EPA and Univar regarding the results of the
optimization study and revision of the remedial actions

January 30, 2008

EPA and NMED approve revised remedial action

November 19, 2009

Letter from EPA notifying Univar that they started the FYR for the
South Valley Superfund site and alleviating concerns that Univar should
perform this review consistent with the Consent Decree.

November 19,2009

letter from EPA to Univar requiring evaluation for 1,4-dioxane

January 7, 2010

letter from ARCADIS on behalf of Univar to EPA outlining activities for
the evaluation of 1,4-dioxane

January 14, 2010

letter from EPA to Univar approving proposed activities for the
evaluation of 1,4-Dioxane

July 14,2011

letter from EPA to Univar requiring an evaluation of current
monitoring network adequacy for use in determining extent of 1,4-
Dioxane

October 4, 2011

letter from ARCADIS on behalf of Univar detailing proposed
investigation actions for 1,4-Dioxane

November 21, 2011

letter from EPA to Univar approving proposed investigation activities
for 1,4-Dioxane

February, 2012

ARCADIS on behalf of Univar performs 8 hour pump test

May 29, 2012

ARCADIS on behalf of Univar submits report on 8 hour pump test

May 31, 2012

ARCADIS on behalf of Univar submits work plan for additional
actions which include an extended pump test and treatment pilot study
for 1,4-Dioxane

June 13, 2012

letter from EPA to Univar approving extended pump test and treatment
study for 1,4-Dioxane

Aug-Nov, 2012

ARCADIS extended pump test and treatment study for 1,4-Dioxane

June 24, 2013

ARCADIS on behalf of Univar submits report on extended pump test

and treatment study

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Dak-

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October 18, 2013

ARCADIS on behalf of Univar submits a Human Health Risk
Evaluation for 1,4-Dioxane

January 17, 2014

ARCADIS on behalf of Univar submits Revised Human Health Risk
Evaluation of 1,4-Dioxane

January 24, 2014

ARCADIS on behalf of Univar submits Monitoring Well Drilling and
Installation and Ground Water Monitoring Network Work Plan

March 18, 2014

letter from EPA to Univar approves the Revised Human Health Risk
Evaluation for 1,4-Dioxane

March 19, 2014

ARCADIS on behalf of Univar submits the Revised Well Installation
and Monitoring Network Work Plan

April 23, 2014

letter from EPA to Univar approving the Revised Well Installation and
Monitoring Network Work Plan

June 2, 2014

ARCADIS on behalf of Univar submits Notice of Completion of
Consent Decree Requirements for Constituents of Concern (VOCs).
Does not include 1,4-Dioxane

June 10, 2014

letter from EPA to Univar approving completion of Consent Decree
requirements

- Plant 83/(;i: OLs (Ol 02. or 05. sinil or 06)

1988

Remedial Investigation/Feasibility Study completed

September 30,1988

Record of Decision for OU 02, the vicinity of SJ-6 signed

September 30, 1988

Record of Decision for shallow soil and ground water (OU 05) and
deep ground water (OU 06) signed

June 16, 1989

Administrative Order in the Matter of General Electric Company, South
Valley Superfund Site was entered on docket

1991

remedial design start for OU 05 soil vapor extraction system

1992

remedial design start for OU 05 shallow ground water remediation
system

1992

remedial design completed for OU 05 soil vapor extraction system

June 1992

start of the remedial action for the shallow soils

1994

remedial design start for the deep zone ground water remediation
system

1993

final closeout report for OU 05 soil vapor extraction system completed

1993

remedial design complete for OU 05 shallow ground water remediation
system

May 1994

remedial action starts for the shallow ground water remediation
system

1995

remedial design complete for deep zone ground water remediation
system

April 1996

dedication ceremony for deep zone ground water remediation
system, full time operation begins

September 2000

First FYR for GEA completed

2001

Optimization No. 1 for the deep zone ground water remediation system

September 15,2005

Second FYR for GEA completed

August 15, 2006

2005-2006 annual reports for the shallow and deep aquifer remediation
systems submitted

September 18,2006

GEA, through their contractor, submits proposed changes to the
October 2006 sampling

October 26, 2006

Explanation of Significant Difference stipulates new Maximum
Contaminant Level/applicable or relevant and appropriate requirement

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for tetrachloroethylene at 5 microgram per liter

February 23, 2007

EPA notification that 2 wells, P83-08D and P83-08M, need to be
plugged and abandoned

March 2, 2007

EPA receives request for Comfort Letter for the owner of Duke City
Distributing Co. property

March 2, 2007

EPA approves to the request to plug and abandon P83-08D and P83-
08M

March 9, 2007

EPA provides Comfort Letter to the owner of neighboring property

March 16, 2007

GEA contractor proposal to plug and abandon P83-08D and P83-08M

April 4, 2007

EPA approval to plug and abandon wells P83-08D and P83-08M

April 18, 2007

EPA approves changes to the April 2007 sampling event

May 11,2007

NMED approves the renewal of the ground water discharge permit
DP 1065

July 5, 2007

GEA provided EPA results for 1,4-dioxane

August 15, 2007

GEA submits the 2006-2007 annual reports for the shallow and deep
aquifer remediation systems

September 11,2007

GEA submits request to terminate operation of North Plant - shallow
zone treatment

October 24, 2007

EPA conditionally approves GEA's request to terminate operations at
the North Plant shallow zone treatment system

November 5, 2007

GEA response to EPA's conditions approval

November 13, 2007

EPA approves the changes proposed on 5 November

October 31, 2007

operations of the shallow zone ground water treatment system for
North Plant terminated

April 2, 2008

GEA submits work plan to optimize the deep zone system

August 15, 2008

GEA submits 2007-2008 annual reports for the shallow and deep
aquifer remediation systems

October 17, 2008

1,1-dichloroethene in sample collected from well SEW-05 in North
Plant 83 Area exceeds the applicable or relevant and appropriate
requirement

October 21, 2008

GEA submits 2008 revision of the performance and compliance
monitoring plan for both the shallow and deep zones treatment systems

November 24, 2008

extraction well SEW-05 within the North Plant treatment system is
brought back into operation

August, 2009

GEA informs EPA that Manufacturing Plant Operations will cease in
late 2010.

October 2009

Operations at the North Plant 83 Area ceased

November 10,2009

GEA requests to plug and abandon North Plant 83 wells

November 19, 2009

Letter from EPA notifying GEA that they started the FYR for the
South Valley Superfund site and alleviating concerns that GEA should
perform this review consistent with the Administrative Order.

November 19, 2009

Letter from EPA to GEA regarding sampling for 1,4-dioxane.

March 4, 2010

Letter from EPA to GEA approving the plugging and abandonment of
all off-site monitoring and extraction wells related to the North Plant 83
shallow zone.

March 15,2010

Axis submits Work Plan to EPA to conduct a chemical injection
remediation program in the shallow zone aquifer SW-08 and SEW-05
areas

June 1, 2010

Letter from EPA to GEA approval to conduct chemical injection

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remediation program

July 12, 2010

Letter from EPA to GEA requesting a plan detailing investigations
related to the closure of GEA manufacturing facility operations

August 3, 2010

GEA response to EPA's request for plans outlining GEA's planned
investigations of GEA manufacturing facility

August 19, 2010

GEA requests a review of the deep zone monitoring network

September 1, 2010

ISOTEC on behalf of GEA submitted a report detailing field activities
related to the chemical injection remediation program

September 9, 2010

Letter from EPA to GEA requesting a work plan that outlines
investigation activities related to the closure of GEA manufacturing
facilities

October 19, 2010

EPA approves modifications to the deep zone monitoring program

December 9, 2010

DBS&A on behalf of GEA submits a Sump Investigation Work Plan
related to the GEA manufacturing facility closure

January 26, 2011

GEA letter to EPA - response to recommendations in the Fourth FYR

March 9, 2011

GEA submits Chemical Injection Remediation Program Final Report
and Request to Close North and South Plant 83

March 16, 2011

GEA submits additional responses to recommendations in the Fourth
FYR

March 23, 2011

EPA letter to GEA - acknowledging GEA has addressed all
recommendations pertaining to GEA in the Fourth FYR

May 9, 2011

GEA letter to EPA - request to abandon wells and close North Plant 83
Shallow Zone System

May 31, 2011

EPA letter to GEA - approves the request to abandon wells and close
the North Plant 83 shallow zone system

August 4, 2011

DBS&A on behalf of GEA submits Sump Inspection and Investigation
Report

October 12, 2011

GEA submits Work Plan for Remediation of Hazardous Materials East
and West Tank Line Area

October 19, 2011

GEA letter to EPA outlining ground water sampling in the east west
tank line area

October 21, 2011

EPA letter to GEA approving Work Plan for Remediation of
Hazardous Materials East and West Tank Line

October 25, 2011

EPA letter approves ground water sampling in the east west tank line
area.

November 1, 2011

GEA submits letter to EPA Final Report and Request for Closure North
Plant 83 Shallow Zone

November 4, 2011

GEA submits East West Tank Line Ground Water Sampling and Flow
Field Sampling Plan.

November 28, 2011

EPA letter to GEA - approval of Final Closure Report North Plant 83
Shallow Zone

June 18,2012

DBS&A on behalf of GEA submits Final Report GEA Manufacturing
Facility

August 15, 2012

GEA submits to EPA - report, requests closure of the South Plant 83
Shallow Zone

September 12, 2012

State of New Mexico Ground Water Discharge Plan Renewal (DP-
1065) approved

October 17, 2012

GEA submits Revised Final Report GEA Manufacturing Facility.

November 2, 2012

EPA letter to GEA - approval of Final Closure GEA Manufacturing

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Dale

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Facility

February 13, 2013

EPA letter to GEA - approval of closure of the South Plant 83
remediation system and other unused monitoring wells

May 28, 2013

GEA submits Final Report for Closure of the South Plant 83
Remediation System

April 1, 2014

GEA submits to EPA - Draft Declaration of Restrictive Covenants that
outlines the Institutional Controls for the Former GEA Manufacturing
Facility

April 16, 2014

Axis on behalf of GEA submits to EPA - the fourth revision of the
Performance Monitoring Compliance Program.

August 25, 2014

Axis on behalf of GEA submits to EPA - Work Plan to Optimize the
Deep Zone Remediation System, Operable Unit 06

August 27, 2014

EPA acknowledges Work Plan to Optimize Deep Zone Remediation
System and has no further comments.

September 16, 2014

GEA files Declaration of Restrictive Covenants for the former GEA
Manufacturing Facility with the Bernalillo County Clerk

September 22, 2014

GEA letter to EPA - Request for Closure Former Plant 83/GE Operable
Unit 05

BACKGROUND

This section discusses the Site's physical characteristics, land and resource use near the Site, history
of site contamination, initial response actions, and basis for the response.

Physical Characteristics

The South Valley Site is located at in an industrial area in the southern portion of Albuquerque,
New Mexico (Figures 1 and 2), approximately one-half mile west of the Albuquerque International
Airport and approximately one-half mile east of the Rio Grande, close to the intersection of South
Broadway and Woodward Road. The South valley Site is located in an industrial and commercial
area with some residential areas existing just north of the Site.

Hydrology

The hydrogeologic units encountered at the Site are described in the paragraphs below. Ground
water is located in the Santa Fe Group Aquifer. The remediation at Univar, OU 03, is limited to the
shallow portion of the aquifer while at General Electric Aviation (GEA), OUs 05 and 06, because
the impact extends deeper within the formation, the remediation addresses different depth horizons
that were divided by convention into the shallow zone aquifer and the deep zone aquifer. The deep
zone aquifer includes both the intermediate zone and deep zone referred to in the 1988 ROD for OU
03). OU 05 addresses impacts to the shallow zone aquifer located proximate to the South Plant 83
and North Plant 83 Areas and a portion of the San Jose residential neighborhood, located just north
of North Plant 83 Area. OU 06 addresses impacts to portions of the deep zone aquifer found east of
the Plant 83 facilities, south of Woodward Road and east of South Broadway. Descriptions of the
shallow zone and deep zone aquifers are provided below as outlined in the Second FYR for GEA.

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Shallow Zone Aquifer

By convention, the shallow zone aquifer refers to ground water that is above the relatively
continuous silty clay layer and/or above an elevation of 4,900 feet (ft) above mean sea level (amsl).
In the North Plant 83 Area, there is a continuous silty clay layer underneath the aquifer.

Accordingly, the shallow zone aquifer ground water is primarily perched. Perched ground water
does not have a uniform flow direction, but rather flows in directions dictated by the undulating
surface of the underlying silty clay layer. In the South Plant 83 Area, the silty clay layer underneath
the aquifer is not continuous. Hence, the ground water generally flows west to east. The shallow
zone formation consists of layers of coarse-grained sands, silty sands, clays, and silty clays. This
shallow zone aquifer generally extends to a depth of approximately 20-25 ft below ground surface
(bgs). The shallow zone formation is underlain by a relatively continuous silty clay layer, except at
the south end of South Plant 83 where it is absent or does not provide hydraulic separation from the
deep zone aquifer.

Deep Zone Aquifer

By convention, the deep zone aquifer refers to the aquifer below an elevation of 4,900 ft amsl. The
following text summarily describes the deep zone aquifer geology. The geology consists of
unconsolidated alluvial units of the older Santa Fe Group. These sediments (down to approximately
4,300 ft amsl) are primarily ancestral Rio Grande-related, braided fluvial deposits and contain
lenticular deposits of finer grained, relatively lower conductivity sands, silts, and clays. Sediments
within the upper 600-700 ft of the deep zone aquifer (the area where ground water is being
remediated) are characterized by high proportions of sands and gravels that form extensive and
locally high conductivity units across the site. Discontinuous silts and clays are present within this
interval, and may limit the downward rate of contaminant movement in the vertical direction. Note
that these silts and clays form confining layers in upper portions of the aquifer, but these confining
layers are not laterally extensive. There is no evidence of a laterally extensive confining layer east
of the Albuquerque Metropolitan Arroyo and Flood Control Authority (AMAFCA) South Diversion
Channel, in the area of interest.

Land and Resource Use

Historical and current land use surrounding the Site is primarily industrial, with some residential use
to the north of the site.

Former Use at Univar

The Univar Site has been used for various industrial and commercial purposes for approximately
50 years. In 1965, Edmunds Chemical Company (Edmunds) purchased the land. Edmunds and its
successor, SEC Corporation (SEC), distributed various industrial chemicals in addition to selling
dry ice, chlorine, and ammonia gas. In 1971, SEC sold the industrial chemical portion of its
business to Univar (formerly Van Waters & Rogers) and SEC continued in the business of selling
dry ice, chlorine, and ammonia gas. Univar began leasing the eastern portion of the property for its
activities, while SEC continued to occupy the rest of the site. In 1974, Univar enhanced a naturally
occurring shallow depression (now called the SV-10 area) to control stormwater runoff on the
eastern portion of the site.

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In 1977, AmeriGas acquired SEC and continued the dry ice, chlorine, and ammonia gas operation,
while Univar remained as a tenant. AmeriGas sold the property in 1982 to Dixie Chemical, and re-
acquired the property later that same year. Since 1985, only Univar has been active at the site. In
June 1988, Univar purchased the property from AmeriGas and has since owned and operated the
site.

Former Use at GEA

The Plant 83 facility consisted of two facilities: North Plant 83 Area located north of Woodward
Road, which was demolished in October 1997, and South Plant 83 Area located south of Woodward
Road, which is still in use today. Both facilities have been used for manufacturing purposes since
the 1950s, first by Eidel Manufacturing, followed by the Atomic Energy Commission through its
contractor American Car Foundry, followed by U.S. the Air Force through its contractor General
Electric, and finally by GEA as facility owner since 1984. Note that for simplicity, the current
name of the owner, GEA, will be used throughout this appendix.

Former Use in the Vicinity of Univar and GEA

Several industrial and commercial operations were located in the proximity of the Univar and GEA
sites: the Whitfield Tank Lines, Texaco Terminal, Chevron Terminal, ATA Pipeline, and Duke City
Petroleum. Remedial actions (RA)s to mitigate hydrocarbon contamination at these other locations
are handled under separate agreements with the New Mexico Environment Department (NMED)
Ground Water Quality Bureau (GWQB).

History of Contamination

In 1978, the City of Albuquerque analyzed samples from the San Jose and Miles municipal
well fields. Low levels of volatile organic compounds (YOC)s were detected in wells SJ-3
(about one-half mile northwest of North Plant 83 Area) and SJ-6 (just southeast of the
intersection of Woodward Road and Broadway Road), which were located in the San Jose
well field and in well Miles-1, located in the Miles Well Field. These wells were
temporarily taken out of service. Well Miles-1 was returned to service as repeated
chemical analysis failed to confirm the presence of any contaminants. Both SJ-3 and SJ-6
wells were plugged and abandoned in 1994 as part of the RA under the ROD for OU 01
(also known as the SJ-6 ROD). The RA at OU 01 was then completed through the
installation of a well that replaced the amount of water taken out of service through the
well abandonment.

In 1981, the EPA and NMED (formerly the Environmental Improvement Division of the New
Mexico Health and Environment Department) designated a 1-square mile area around SJ-6 (SJ-
6 Study Area) which was added to the National Priorities List (NPL) as area OU 02 of the
South Valley Superfimd Site. In order to locate potential sources of ground water
contamination in the vicinity of SJ-6, the NMED conducted a regional study, entitled "Organic
Ground-Water Pollutants in the South Valley of Albuquerque, New Mexico," December 1982. As
a result of the investigation, EPA and NMED identified the following six potential source
locations in the South Valley: General Electric/Air Force (now GEA), Chevron, Texaco, Duke
City Distributing, Whitfield Tank Lines, and the Edmunds Street property (now Univar). The

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owners of these sites were identified as Potentially Responsible Parties (PRP)s. As part of the
Superfund process, EPA and NMED conducted a focused feasibility study to evaluate remedial
measures for well SJ-6 and two phases of site characterization which were conducted in 1984 and
1985. Based on these investigations, the EPA published a remedial investigation report and a
feasibility study which concluded that the trace concentrations of solvents in the vicinity of SJ-6
"do not pose a threat to public health or the environment" provided that the SJ-6 RA (well
plugging and abandonment) as described in the initial ROD for the South Valley Site is
implemented.

Univar Investigations

In the early 1980s, three site-specific investigations of ground water contamination were
conducted at the Edmunds Street site for Dixie Chemical, AmeriGas, and Univar by
Underground Resource Management (1982), American Ground-Water Consultants (1983),
and D'Appolonia Waste Management Services (1983 and 1984). In 1985, ARCADIS
(formerly Geraghty & Miller) conducted a source control investigation to locate on-site
sources of VOCs and to preliminarily define the nature and extent of the contaminated soil
and ground water. The source control investigation involved installing eight monitoring
wells, taking water-level measurements, collecting two rounds of ground water samples,
performing geophysical logging of selected wells, and conducting an aquifer test.

Based on the initial results of the source control investigation, a work plan was prepared to
investigate potential off-site migration. The work plan was submitted to EPA and NMED on
March 26, 1987, and received final approval on July 5, 1987. The purpose of the off-site
investigation was to determine the extent of the VOC contamination in ground water east of the
site and involved a soil gas survey and the installation of additional monitoring wells.

Based on additional studies, including the site remedial investigation, feasibility study, and a
public health evaluation prepared by Harding Lawson Associates (HLA) in 1989, EPA issued a
ROD which stated that the source (OU 04) of site-related VOCs no longer exists at the
Edmunds Street site. Only the ground water plume (OU 03) of site-related VOCs required
remediation, as agreed in the Consent Decree, 1990, between Univar and the EPA and NMED.
A special report prepared by ARCADIS and HLA, which was accepted by the EPA and
NMED, demonstrated that site-related VOCs did not travel northwestward from the site and
were not implicated in the contamination at OUs 01 (Well SJ-6). Ultimately, Univar was
removed as a PRP from the OU 01.

GEA Investigations

Initial investigations on the GEA property were conducted in 1984 and 1985. A second
investigation was conducted in 1987 and 1988. VOCs in ground water were detected as high as 112
micrograms per liter ((J,g/L) for 1,1-dichloroethane (DCA), 55 [j,g/L for 1,1-dichloroethene (DCE),
30 [j,g/L for 1,2-DCA, 64 [j,g/L for trichloroethene (TCE), 28 [j,g/L for tetrachloroethene (PCE), and
2.6 [j,g/L for vinyl chloride. Low concentrations of VOCs were detected in soils. These findings
formed the basis of data used in preparing the Former Plant 83/General Electric OU ROD (which
covered what later became OUs 05 and 06), which was signed in September 1988. Subsequent to
issuing the ROD, GEA conducted further investigations as part of the remedial design process.

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These investigations spanned several years and their results are documented in investigation reports,
quarterly reports, and annual reports.

Elements of these investigations included installing numerous monitoring wells, conducting a pilot-
scale vapor extraction system, a full-scale aquifer test, a pilot-scale ground water treatment system,
and numerous rounds of ground water level and ground water quality sampling. Each report and its
data were considered in the design of the three remedial systems required by the Plant 83 ROD (i.e.,
unsaturated and saturated portions of the shallow zone aquifer (OU 05) and the deep zone aquifer
(OU 06).

At the time the RODs were signed on 30 September 1988, remedial investigations identified extent
of VOCs as follows:

•	In the unsaturated portion of the shallow zone aquifer at the north end of North Plant 83
Area and the south end of South Plant 83;

•	In the shallow zone aquifer at the north end of North Plant 83, and north of North Plant 83
Area beneath a residential neighborhood;

•	In the ground water proximate to the south end of South Plant 83 Area ; and

•	In the intermediate zone (140-160 ft bgs) in well DMW-2 located west of the intersection of
Broadway and Woodward Road.

No free-phase solvents (i.e., dense non-aqueous phase liquids or light non-aqueous phase liquids)
were ever discovered during any of the investigations conducted at the GEA property. The ROD
called for additional characterization to refine the location of contaminants in both the shallow zone
and deep zone aquifers to be remediated as part of the design process. Additional characterization
was conducted as part of shallow zone aquifer remediation design and VOCs were detected in the
unsaturated and saturated portions of the shallow zone aquifer to an elevation of about 4,900 ft
am si.

Initial Response

As described above, dissolved VOCs were discovered in municipal wells SJ-3 and SJ-6 in 1979, and
the City of Albuquerque took both municipal wells out of service in 1981. The EPA and NMED
installed a replacement well, Burton 4, as required under the ROD for OU 01 in April 1987. GEA
plugged and abandoned both SJ-3 and SJ-6 wells in 1994.

Basis for Taking Action

The following sections describe the basis for taking action at the Univar and GEA OUs.

Univar Basis for Taking Action

During site characterization at the South Valley Site Edmunds Street Ground Water OU 03, the

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following hazardous substances were detected in ground water: acetone, carbon tetrachloride,
chloroform, 1,2-DCA, trans-1,2-DCE, 1,1-DCE, methylene chloride, PCE, TCE and 1,1,1-
trichloroethane (TCA). The ROD stated that although there were no current users for the ground
water within the plume of contamination, there is a major well field, for the City of Albuquerque
water supply, in the migration pathway of the plume. The risks were based on Maximum
Contaminant Levels (MCLs) developed under the Safe Drinking Water Act and New Mexico Water
Quality Control Commission (NMWQCC) Regulations (New Mexico Administrative Code
[NMAC]).

GEA Basis for Taking Action

At GEA, the 1988 ROD notes the presence of VOCs and metals in soil and ground water samples
collected at the Site. However, the metals analyses were not considered to be conclusive and
additional sampling during the remedial design was expected to confirm or deny the inclusion of
metals in the contaminant of concern (COC) list for OUs 05 and 06.

According to the ROD, the remedy to be implemented at the site addressed VOCs in soil and in two
distinct ground water zones later on named by convention the shallow zone and the deep zone
aquifers (note that the deep zone aquifer which includes both the intermediate and shallow zones
described in the ROD). A list of COCs was not provided in the ROD, but three COCs are listed as
of special interest due to carcinogenic effects: 1,1-DCE, isophorone, and PCE. The shallow and
deep ground water zones up to 160 ft bgs required remediation based on risk calculations.
Requirements and standards specified in the NMWQCC Regulations had a prominent role in the
listing of this site.

VOCs were detected in the unsaturated portion of the shallow zone aquifer (also known as the
vadose zone). As part of the site characterization, soil cleanup levels (i.e. action levels) were
derived for the VOCs that were detected using two EPA approved methods. Though concentrations
of VOCs detected in the soil did not pose a health threat, VOCs could be mobilized from the
unsaturated portion to the saturated portion of the shallow zone aquifer.

REMEDIAL ACTIONS

Remedy Selection

The following sections present information on the remedies implemented at the Univar and GEA
OUs.

Univar Selected Remedy

Two RODs were issued for Univar: one for the ground water (OU 03-1988) and one for the vadose
zone (OU 04-1989). The ROD for OU 04 required no further action for the Edmunds Street source
control (vadose zone). However, vadose zone treatment was initiated later by Univar to increase the
efficiency of the extraction system for ground water, OU 03. This was accomplished through the
installation of a vapor extraction system (VES) which was tested in 1999.

As stated in the 1988 ground water ROD, the RA selected for OU 03 consisted of the containment

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and collection of the contaminated ground water through the use of an extraction well system,
treatment of the recovered ground water through packed tower aeration, and return of the treated
water to the aquifer through infiltration galleries. The ROD also stated that the selected remedy
would include monitoring of ground water, treated water, and ambient air to ensure the
effectiveness of the remedy. The selected RA was implemented in accordance with the 1990
Consent Decree and a detailed description of the proposed design and operational information
included in the Remedial Action Plan (RAP) and the Remedial Design Report. A ground water
monitoring plan to determine the effectiveness of the RAs also was included in the RAP.

In accordance with the terms established in the OU 03 1988 ROD and 1990 Consent Decree, the
RAP recovery wells were installed in 1989 and the treatment unit was constructed during the first
quarter of 1990. A pilot program was conducted during the third quarter of 1990 and the treatment
system stabilized and was fully operational by the end of 1990.

GEA Selected Remedies

OUs 05 and 06 were collectively covered in the "Plant 83 OU ROD" of 1988. This ROD required
the following:

•	OU -5 - Further characterization of the lateral extent of VOCs in the unsaturated portion of
the Shallow Zone Aquifer, and the lateral extent of VOCs in ground water through the
installation of additional monitoring wells;

•	OU 05 - Extract of VOC soil vapors from the surface down to the water table in areas known
as Hazardous Waste Storage Areas 1, 3, and 4, in the north end of North Plant 83 Area and
south end of South Plant 83 Area. Treatment of the extracted air via vapor-phase activated
carbon;

•	OU 05 - Extraction and treatment of ground water in the zone above the clay aquitard to a
depth of approximately 30 ft bgs via liquid-phase activated carbon; continue treatment until
the levels of contamination fall below state and federal regulatory standards; and

•	OU 06 - Extract and treat the ground water to a depth of about 160 ft bgs via air stripping
and liquid-phase activated carbon; continue treatment until the levels of contamination fall
below state and federal regulatory standards.

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A-A Table 2: Comparison of Univar OU 03ARARS to Current Standards
For Drinking and Ground Water

Constituent

("IcaiiLip (ioiil from ROD or l-SI)
Micrograms per l.iterUiu 1.)

Cuitciii Standards (uu 1.)

Concentration

Source

MCI.

NMWQCC

Acetone

NS**

NS

NS

NS

Carbon tetrachloride

5

MCL

5

10

Chloroform

100

NMWQCC

NS

100

1,2-dichloroethane

5

MCL

5

10

Trans-1,2-
dichloroethene

70

MCL

100

NS

1,1-dichloroethene

5

NMWQCC

7

5

Methylene chloride

100

NMWQCC

NS

100

T etrachloroethene

5*

MCL

5

20

1,1,1-

trichloroethene

60

NMWQCC

200

60

Trichloroethene

5

MCL

5

100

* The initial ARAR for tetrachloroethene was set as 20 (J,g/L, based on NMWQCC standards
(based on New Mexico Administrative Code, various dates); this ARAR was modified in a 2006
Explanation of Significant Differences (EPA 2006a) to reflect the MCL of 5 [j,g/L promulgated in
1992.

** No Standard

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A-A Table 3: Comparison of GEA OU ARARS to Current Standards
For Drinking and Ground Water

( OIISl 11IICII1

Cleanup (ioal
Micniuiaiiis per
l.ilCI" (llil 1.)

( m ire ill Siandaids um I.)

MCI.

\MWOCC

1,1,1 -Trichloroethane

60

200

60

1,1,2,2-Tetrachloroethane

10

--

10

1,1,2-Trichloroethane

5

5

10

1,1 -Dichloroethane

25

--

25

1,1 -Dichloroethene

5

7

5

1,2-Dichloroethane

5

5

10

1,2-Dichloropropane

5

5

-

Benzene

5

5

10

Bromoform

80

80*

-

Carbon tetrachloride

5

5

10

Chlorobenzene

80

100



Chloroform

80

80*

100

Chloromethane

2,300,000

--

"

Dibromochloromethane

80

80*

"

Dichlorobromomethane

80

80*

"

Ethylbenzene

700

700

750

Ethylene dibromide

0.05

0.05

0.1

Methyl tertiary butyl ether

100

--

--

Methylene chloride

5

5

100

Tetrachloroethene

5**

5

20

Toluene

750

1,000

750

trans-1,2-Dichloroethene

100

100

-

Trichloroethene

5

5

100

Vinyl chloride

1

2

1

Xylenes (total)

620

10,000

620

* 80 micrograms per liter is the MCL for Total trihalomethanes.

** The initial ARAR for tetrachloroethene was set as 20 |ig/L. based on NMWQCC standards (based on New
Mexico Administrative Code, various dates); this ARAR was modified in a 2006 Explanation of Significant Differences
(EPA 2006a) to reflect the MCL of 5 |ig/L promulgated in 1992.

Note: Dashes (--) indicate no drinking water or ground water standard.

Remedy Implementation

Univar Remedy Implementation

Although the RODs for Univar OU 03 only required the implementation of a ground water
remedy, the PRP enhanced effectiveness of the ground water remediation system through the
installation of a vapor extraction system (VES) at OU 04. The implementation of both systems is
presented in the following sections. The original design of the recovery well system was based on

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modeling of different ground water remediation scenarios. Ground water extraction wells RW-
01, RW-02, RW-03, and RW-04 were installed in October and November 1989 at the locations
shown on Figure 2. These recovery wells were completed at depths of 155, 166, 180, and 200 ft
bgs, respectively, in the intermediate aquifer.

The installation of the water conveyance lines, electrical lines, treatment unit, and infiltration
gallery was completed by January 1990. The ground water treatment unit utilizes the aeration
treatment method to remove the site-related VOCs from the ground water influent. Once the
ground water is processed through the treatment unit, the treated effluent is discharged to an on-
site infiltration gallery located immediately west of the treatment unit building. The infiltration
gallery was originally designed using a single horizontal perforated pipe in a gravel envelope and
has since been modified to include a second horizontal perforated pipe in a gravel envelope. Both
systems worked concurrently.

The operating requirements for the remedial system were identified during development of the
applicable or relevant and appropriate requirements (ARARs) as part of the remedial investigation
and feasibility study. The cleanup objective for the ground water impacted by site-related VOCs
is defined as the EPA's MCL and NMWQCC standards. In addition, the ground water and air
discharges from the treatment unit are to meet the ground water discharge criteria specified by the
NMWQCC and the air discharge criteria specified by the Albuquerque Environmental Health
Department.

Approximately 850 million gallons of ground water were treated from 4 June 1990 to 30 April
2006. The ground water remedial system was shut off on April 30, 2006. Compliance monitoring
for VOCs was completed on November 2013. Ground water monitoring continues for 1,4-dioxane.

The VES was installed to address contamination in the vadose zone (OU 04), the Edmunds Street
Source Control) and to enhance the removal of VOCs from the ground water, although it was not
required by the ROD. It consists of a self-contained extraction blower, vapor-liquid separator
(knockout pot) and associated controls, valves and piping. System details are provided in the Third
Five Year Review (FYR) for Univar. The system had a maximum throughput of approximately 450
standard cubic ft per minute. The blower was a 15-horsepower, rotary-lobe blower equipped with a
variable speed drive. The system was housed within a wheel-mounted and locked trailer positioned
in the southeast corner of the Univar property. Further details on the testing and operation of this
system are provided in the Third FYR report for Univar. The VES was shut down in September
2006.

GEA Remedy Implementation

The following sections discuss the implementation of the remedies for OUs 05 and 06, the Shallow
and Deep Zone Aquifers.

Shallow Zone Aquifer Remedy Implementation

The shallow zone ground water remediation system included 30 monitoring wells, 8 extraction
wells, one injection well, and a ground water treatment system. Figure 4 illustrates the location of
the shallow zone ground water remediation system wells and the treatment plant building.

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Until early 2000, the shallow zone ground water remediation system consisted of 7 extraction wells
to remove the perched ground water from the shallow zone aquifer. To improve the efficiency of
the shallow zone ground water remediation system and with EPA approval, GEA installed an
additional extraction well (SEW-11) to the network near monitoring well P83-03S. Extraction well
SEW-11 became operational February 2000. As part of improving the efficiency, GEA also
installed an injection well (SIW-01) near the Shallow Zone treatment plant building. Injection well
SIW-01 has been operational since May 2000.

The shallow zone ground water remediation system works by extracting ground water from 8
extraction wells (SEW-01, SEW-02, SEW-03, SEW-04, SEW-05, SEW-06, SEW-10, and SEW-
11). The extracted ground water is conveyed through a dual-contained pipe to the treatment system
and is treated using liquid-phase granulated activated carbon to adsorb the VOCs. Following
treatment, the ground water is then discharged. The effectiveness of the system is evaluated by
periodically sampling the treated water to ensure compliance with ARARs, and also by collecting
ground water from extraction and monitoring wells and comparing the data to ARARs.

From the start of the system on May 16, 1994, until October 1997, treated water was discharged to
three evaporative cooling towers and used as process makeup water for GEA's North Plant 83, prior
to discharge to the City of Albuquerque sewer system. However, GEA removed the North Plant 83
from service and treated ground water was no longer discharged to the cooling towers. From
October 1997 to May 2000, the treated ground water was collected in an effluent holding tank inside
the treatment plant building and then was transported via pickup truck to the deep zone ground
water treatment plant located about one mile away. This treated water was processed in the deep
zone treatment plant and discharged to the deep zone aquifer via the existing injection well network.
Because the ground water has already been treated, no special transport license was required. In
January 2000, the shallow zone ground water treatment system was expanded to include a new
extraction well (SEW-11), and a shallow injection well (SIW-01). Construction was completed
February 6, 2000 and SEW-11 was brought on line on February 9, 2000. Injection well SIW-01
was brought online May 2, 2000. Since May 2, 2000, all treated shallow zone waters are discharged
to SIW-01. Injection well SIW-01 is operated pursuant to requirements of the Discharge Plan
Renewal Ground Water Discharge Permit for the Deep Zone Ground Water Remediation System
(Permit No. DP-1065 - Dated April 1, 2001, last renewed on September 12, 2012).

Deep Zone Aquifer Remedy Implementation

The deep zone aquifer is considered to be the aquifer encountered at the site below an elevation of
4,900 ft amsl. In the 1988 OU 06 ROD, this aquifer is further subdivided for purposes of reference
into the intermediate and the deep zones. Ground water is encountered at an elevation proximate to
4,900 ft amsl which corresponds to depths of approximately 49-115 ft bgs. The deep zone ground
water remediation system remediates ground water generally from elevation 4,840 ft amsl to below
4,600 ft amsl. Both OU 02 and OU 06 are located within this aquifer.

The deep zone ground water remediation system includes monitoring wells, extraction wells,
injection wells, and a ground water treatment system that removes the VOCs from the extracted
ground water to levels below the ARARs. There are 4 extraction wells, 12 injection wells, and 79

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ground water quality monitoring well points (note that the Westbay wells [WB] have multiple
sample ports). Figure 5 illustrates the location of the wells and the treatment plant building.

The deep zone ground water remediation system operates by extracting ground water from 4 large
diameter extraction wells, and conveys this ground water via dual-contained pipe to the treatment
system located on the northwest intersection of Woodward Road and the AMAFCA South
Diversion Channel. Dual-contained pipe is a pipe located within a larger pipe that mitigates the
potential for a leak to be released to the subsurface. The extracted ground water is brought into the
treatment plant via separate pipelines and is then combined in the influent tank. A linear phosphate
(AquaMag™) is added to the water to prevent scaling of minerals during treatment and injection.
AquaMag™ is approved for use in drinking water and drinking water supply aquifers.

From the influent tank, the ground water is then pumped through two air-stripping towers where the
VOCs are removed. This water then flows through two granulated activated carbon vessels for
redundant removal of residual VOCs and is then piped into a single effluent holding tank. From the
effluent tank, the treated water is piped through a filter system to remove particles, and then it is
conveyed via a single-contained pipe to 12 injection wells where it is returned to the deep zone
aquifer at about the same elevation where it was removed.

Carbon dioxide is added to the treated water just after the filter system to lower the pH of the water.
Monitoring wells are used to monitor the progress of the remediation in both the horizontal and
vertical extent within and outside of the plume boundary.

In addition to the treatment of the ground water for remediation purposes, a potable water treatment
system was built inside the deep zone ground water remediation system treatment plant. A portion
of the treated water from the effluent tank is diverted to provide a potable water supply for the
facilities at the treatment plant. The quantity of water diverted for this purpose is monitored, and a
record of this is provided to the State Engineer's Office once per month.

A complete description of this system is provided in the 100 Percent Design Report, Deep Zone
Ground Water Remediation System, Plant 83/General Electric OU, South Valley Superfund Site,
Albuquerque, New Mexico (Canonie 1995). During the course of operating and maintaining the
deep zone ground water remediation system, GEA monitors and evaluates data from the treatment
plant equipment, extraction wells, injection wells, and monitoring wells.

System Operation/Operation and Maintenance

Univar Remedy Operation and Maintenance

The ground water treatment system for OU 03 began operation June 4, 1990. Long-term Operations
and Maintenance (O&M) of the remedial system has been conducted since completion of the system
startup program in January 1991 through November 2006. All routine O&M of the remedial system
was performed as specified in the RAP. The combined remedial system includes the recovery wells,
ground water treatment unit, infiltration gallery, VES, and associated equipment.

Monitoring of the ground water remedial system during the sixteenth year of operation (June 1, 2005
through May 31, 2006) was conducted to assess the overall effectiveness of the treatment unit in

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achieving the discharge criteria as specified in RAP. Ground water remedial system monitoring
included collecting samples from the treatment unit influent and effluent streams and from the
individual recovery wells in April 2006 and continuously recording the daily influent flow rate and total
amount of water treated. The samples collected from the treatment unit influent and effluent and the
individual recovery wells in April 2006 were submitted for VOCs analysis. The treatment unit influent
sample and its duplicate were also submitted to be analyzed for 1,4-dioxane, as verbally requested by
the EPA during a telephone call with Univar on March 23, 2006. The constituents analyzed during
the annual 2006 monitoring program are summarized in Table 2 of the 2006 Annual Report.

In August 2005, two deeper monitoring wells were installed: GM-27 and GM-28 (see Figure 3 for
locations of these wells). The purpose of installing monitoring well GM-28 to a depth of 236 ft bgs was
to determine if any contamination has migrated below a depth of approximately 180 ft bgs.

On September 7, 2006, ARCADIS submitted on behalf of Univar a work plan for optimization of the
future remedial activities based on the fact that only PCE was exceeding the MCL of 5 [j,g/L with a
maximum concentration of 12 [j,g/L and the remedial system had reached an asymptotic recovery of
less than 1 pound per year. Optimization was agreed upon by EPA and consisted of shutting down
the ground water remediation system and the VES the week of October 30, 2006, the VES was shut
down on 29 September 2006 and the ground water system on 3 November 2006. A threshold value
of 50 percent increase in PCE concentrations from the April 2005 sampling event or 5 |_ig/L,
whichever is greater, was going to be used to determine if the system needs to be turned back on.
During the same timeframe, an Explanation of Significant Difference (ESD) was issued by EPA,
2006, changing the cleanup goal for PCE to the MCL of 5 (J,g/L.

On December 5, 2007, approximately a year after the pilot test program for optimization was been
implemented, discussions regarding the optimization plan took place between EPA, Univar, and
ARCADIS resulting in the revision of RAs for Univar which was approved by EPA and NMED on
January 30, 2008. The revisions consisted of keeping the systems turned off; performance of
semiannual (April and October) depth to ground water measurements in all site wells and ground
water samples collected from monitoring wells GM-02, 1 IS, 13, 21, and 27 for analysis of VOCs.
If the concentrations in samples collected from these monitoring wells fell below the ARARs during
the twice a year sampling, the sampling frequency was to be increased to quarterly - to meet the
NMED requirement for completion of abatement and demonstration of eight clean quarters for
ground water monitoring. If the concentrations are still below the ARARs after eight consecutive
quarterly events, EPA and NMED will close out the OU 03 per the ROD. If the concentrations in
the monitoring wells exceed the threshold criteria, the EPA and NMED will be notified and a
revised monitoring/treatment plan will be developed at that time. In addition, ground water samples
will be collected from monitoring wells GM-14D, 14S, 15D, 15S for VOC analysis. To satisfy a
recommendation from the previous Third FYR, ground water samples are collected annually from
monitoring wells GM-02, GM-1 IS, GM-13, GM-21, and GM-27 and from monitoring wells GM-
14D, GM-14S, GM-15D, and GM-15S for 1,4-dioxane analysis using EPA Method 8270.

In November 2009, EPA notified Univar that they are required to sample for 1,4-dioxane, a
probable human carcinogen, as part of the ground water monitoring program pursuant to Section
XVI(D) of the Univar Consent Decree. Univar was to evaluate the occurrence of 1,4-dioxane and
determine if it poses a threat to human health and the environment. EPA anticipated a response to
this requirement to include a plan and corresponding schedule to perform the evaluation and make

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AA-19 August 17,2010 thru August 26, 2015

051347


-------
recommendations for further action. On January 7, 2010, on behalf of Univar, ARCADIS
responded to EPA's request for sampling wells for 1,4-dioxane, proposing to sample 24 wells (GM-
2, GM-4, GM-9D, GM-9S, GM-10, GM-11D, GM-11S, GM-13, GM-14D, GM-14S, GM-15D,
GM-15S, GM-17D, GM-17S, GM-19, GM- 20, GM-21, GM-22R, GM-25, GM-26, GM-27, GM-
28, A-l, and 1-4) in January 2010.

GEA Operation and Maintenance

O&M activities for each of the systems at the GEA facility are presented below.

Shallow Zone Aquifer Remediation System O&M

As of June 2005, the only VOCs detected above ARARs in the saturated portion of the shallow zone
aquifer were: 1,1-DCA (monitoring well SW-08) and 1,1-DCE (monitoring well SMW-10). All
other VOCs in the shallow zone aquifer ground water had been remediated to levels below their
respective ARARs, or were not detected at all in any of the monitoring wells and extraction wells.

On October 18 2006, as a follow-up to a meeting with EPA, Aestus sent a letter to EPA regarding
changes to the October 2006 sampling. These changes addressed mostly deep zone wells, but also
shallow zone monitoring wells P83-03S, SMW-10, and SW-08. According to this letter, these wells
were to be the only monitoring wells to be sampled during the October event as water quality data
from all other monitoring wells have been below ARARs for at least 8 consecutive sample events.
All extraction wells were to be sampled during the October sample event. In October, EPA
approved these changes and monitoring Wells P83-03S and SMW-10 and extraction wells SEW-01
through SEW-06, and SEW-11 are designated for water quality monitoring near the North Plant 83
building, while monitoring well SW-08 and extraction well SEW-10 are designated for water
quality monitoring near the South Former Air Force Plant 83 buildings.

Almost concurrent with the changes to ground water monitoring requirements, EPA issued an ESD
to document the formal adoption of the MCL of 5.0 [j,g/L as the site cleanup goal for PCE in ground
water. Prior to promulgation of the MCL value for PCE in 1992, the cleanup goal for PCE was
based on the NMWQCC Regulations ground water standard of 20 (J,g/L. No other significant
differences exist for the remedy selected in the 30 September 1988 ROD. This ESD has not
resulted in a change in the design or operation of the remediation systems as the existing
remediation systems were designed to remediate PCE in ground water to 5.0 (J,g/L.

In September 2007, Axis made a request to EPA on behalf of GEA to terminate North Plant 83
Operations of the shallow zone ground water remediation system, based on the fact that the ground
water remediation in the former North Plant 83 Area has reached asymptotic conditions and VOCs
removal had been less than 0.4 grams over the last 6 months and about 1 gram had been removed
over a 3-year period. Moreover, VOCs in ground water had been below ARARs for at least 2 years
in all monitoring and extraction wells in the former North Plant 83 Area, indicating that ground
water extraction was no longer required in the North Plant 83 Area to meet ARARs and the
objectives of the ROD.

Following GEA's 2007 request, EPA and NMED approved quarterly sampling of two compliance
wells in the North Plant 83 Area (P83-03S and SMW-10) for eight consecutive quarters and all

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AA-20 August 17, 2010 thru August 26, 2015

051348


-------
monitoring wells and extraction wells associated with the North Plant 83 portion of the shallow
zone ground water remediation system to provide information on potential rebound of VOCs in
these wells. In addition, EPA and NMED requested that measurement of water levels in ground
water monitoring wells associated with the North Plant 83 portion of the shallow zone ground water
remediation system be performed on a quarterly basis, prior to the collection of water quality
samples. Moreover, as a contingency, any ARAR exceedances would be reported to EPA, wells
will be resampled, and upon confirmation, GEA will restart the extraction wells in the former North
Plant 83 Area.

The North Plant 83 portion of the shallow zone ground water remediation system was shut off on
October 31, 2007. Ground water extraction continued in the South Plant 83 from extraction well
SEW-10 and treatment continued through the shallow zone treatment plant. Treated ground water
was still discharged to injection well SIW-01.

On October 21, 2008, Axis submitted the 2008 Revision of the Performance and Compliance
Monitoring Plan. This plan covered both the shallow and deep aquifers, and made changes
regarding standard operating procedures.

On October 17, 2008, a sample collected from extraction well SEW-5 in the former North Plant 83
Area had a single detection of 1,1-DCE at 5.9 |ig/L above its ARAR of 5.0 [j,g/L and consistent with
the contingency plan, the pump from SEW-05 was brought into service on November 24, 2008.
Further discussions took place between EPA and GEA, with the following actions agreed to:

•	Obtain water levels from SEW-10 and SW-08 on April 13, 2009;

•	SEW-10 will be temporarily shut off on April 13, 2009;

•	Obtain water levels from SEW-10 and SW-08 on April 20, 2009; and

•	Sample SW-08 and SEW-10 on April 20, 2009; compare water levels and ground water
quality data.

As of June 2009, ground water extraction and treatment consisted of only one extraction well in the
former North Plant 83 Area (SEW-05) and one extraction well in the South Plant 83 Area (SEW-
10).

On November 10, 2009, on behalf of GEA, Axis requested authorization to implement the Closure
Plan submitted in the letter dated October 8, 2009. This request was based on sampling results for
wells in the shallow zone. Representatives from EPA and NMED met with GEA on January 27,
2010 to discuss the closure plan for the off-site area of the North Plant 83 shallow zone. EPA and
NMED approved the closure of wells and conveyance system in their letter dated March 4, 2010.
On June 1, 2010 the GEA contractor flushed the buried high-density polyethylene conveyance
pipelines; the pipeline was abandoned in place. An electrical contractor removed the electrical
service wire and fixtures from electrical and well vaults. The drilling contractor abandoned the off-
site wells on June 1 through June 3, 2010. The wells plugged and abandoned are as follows: SEW-

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AA-21 August 17,2010 thru August 26, 2015

051349


-------
1 through SEW-4, SEW-06, SEW-11, P83-02S through P83-05S, P83-12S through P83-16S, S-01,
SMW-09, SMW-11 through SMW-14, SMW-18, SW-06, and SW-07. Consistent with the City of
Albuquerque specifications, the vaults were abandoned and the streets and sidewalks were repaired.

Since the monitoring and extraction well data from the North Plant 83 indicated all VOCs below
ARARs for at least eight consecutive quarters, EPA approved closure of all wells on

Deep Zone Aquifer Remediation System O&M

The ground water monitoring for OU 02, the SJ-06 well, is covered under the monitoring
requirements performed for the OU 06, the Deep Zone Aquifer remediation system. Ground water
sampled as part of the SJ-6 ROD for OU 02 is conducted only during the last quarter of each annual
review period (i.e., April through June).

During the review period, the treatment plant was operational 24 hours per day except for approved
maintenance activities and limited unplanned stoppages and downtime necessary to implement
system optimization measures described below.

The following changes took place in the monitoring network for the deep zone during the July 1,
2006, and June 30, 2007:

•	Wells SJ6-10D, SJ6-02D, P83-10D, and P83-08D no longer be sampled to monitor water
quality, but will be used to measure ground water elevations;

•	Well HL-02 no longer sampled for water quality during the October event, but will be
sampled annually during the April sampling event;

•	Wells associated with P83-23, P83-24, P83-27, and P83-28 clusters no longer sampled for
water quality during the October event, but will be sampled annually during the April
sampling event; and

•	Wells associated with the P83-31 cluster will only be used for measuring ground water
elevations and not for monitoring ground water quality.

On April 27, 2007, wells P83-08D and P83-08M were plugged and abandoned due to the new
owner of Duke City Distributing planning to further develop the property at the corner of
Woodward and Broadway and the fact that these wells were no longer critical to the remediation
system.

In 2007, there were several thefts of the power cables that provided power to the extraction well
EW-001. The thefts resulted in downtime and GEA installed anti-theft devices at the electrical
vaults to deter future thefts.

In April 2008, Axis on behalf of GEA submitted a letter to EPA for the optimization for the deep
zone aquifer treatment system based on results of ground water flow modeling. As a consequence
of the optimization effort, extraction Well EW-003 was plugged and abandoned and was replaced

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AA-22 August 17, 2010 thru August 26, 2015

051350


-------
by EW-003R; and injection wells IW-637 and IW-638 were plugged and abandoned and replaced
by wells IW-637R and IW-638R, located south and east of the old wells. IW-632 was also plugged
and abandoned. The deep zone treatment plant control system was modified to reflect these
changes to record ground water flow from these new wells.

The following deep zone remediation maintenance was completed during the Fifth FYR (2010-
2015) reporting years:

•	Replacing pumps and motors in extraction wells EW-001 (June 2011) and EW-002 (August
2010),

•	Rehabilitating injection wells IW-637R, IW-638R, IW-642 (October 2010),IW-641
(November 2010),

•	Installing new injection well IW-635R (December 2010),

•	Replace pump and motor in extraction well EW-003R (January 2012),

•	Replaced air compressor #1 (January 2012),

•	Replaced seals/bearings in air stripper effluent pumps P-211 and P-212 (March 2012),

•	Replaced pump and motor in extraction well-004 with a larger capacity pump (October
2012),

•	Replaced pump motor and electrical wire and components in extraction well EW-003R with
a larger capacity pump (November 2012),

•	Extraction well EW-004 rehabilitation included brushing entire well casing, removing silt
via air-lifting from the bottom of the well, then acid-jetting the screen interval (October
2012),

•	Conduct Infrared Assessment on the Programmable Logic Control (PLC), the main
disconnect, extraction pumps, air stripper feed pump motors, blower motors, and injection
pump motors (September 2013),

•	Replace PLC main electrical breaker (October 2013),

•	Replace flow meters in IW-635R, IW-637R, IW-638R Iw-641, Iw-642 (January 2014),

•	Install redundant high water level probes in well vaults,

•	Extraction well EW-003R motor suffered a complete failure from an electrical overload
(December 2014),

•	Replace existing PLC system and associated programming due to persistent problems and
system failures (January 2015).

South Valley Superfund Site
Albuquerque, New Mexico

051351

Fifth Five Year Review
AA-23 August 17, 2010 thru August 26, 2015


-------
Appendix B - Figures, Tables and Graphs

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-1	August 17,2010 thru August 26, 2015

051352


-------
Figure 1: South Valley Superfund Site, Albuquerque, New Mexico

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South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AB-2 August 17. 2010 thru August 26, 2015

051353


-------
Figure 2: Operational Units South Valley Superfund Site

OU 05, North

Plant 83
Shallow Zone

5 OU 02, San Jose #6

OU 06, Treatment Plant

	!

OU 05, South
~ ft Plant 83 Shallow
Zone

OU 06, Deep Zone
Remediation Wells

OU 03 & OU 04,
Ground Water
Remediation Wells and
Vapor Extraction Wells

Fifth Five Year Review
AB-3	August 17, 2010 thai August 26, 2015

051354

South Valley Superfund Site
Albuquerque, New Mexico


-------
Figure 3: Operable Unit 01 Burton #4 Well

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-4	August 17, 2010 thru August 26, 2015

051355


-------
Figure 4: Univar Operable Unit 03 Wells

cm-jo

OM-16

CM-01

GM-17D

VE-10

GM-1Sl7 CM-16S

VE-11

A-01 .
GM-06 t-

y
-------
Figure 5: GEA Operable Unit 05 Wells

South Valley Superfund Site
Albuquerque, New Mexico

AB-6

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051357


-------
Figure 6: GEA Operable Unit 06 Wells

lil

mMi-HBJ

£J6-0BD

EW-003R

Injection Wells

^ Monitoring Wells
~ Extraction Wells

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-7	August 17, 2010 thru August 26, 2015

051358


-------
Appendix B Tables

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AB-8 August 17, 2010 thru August 26, 2015

051359


-------
App B Table 1 OU 05, North Plant 83 Shallow Zone Wells Plugged and Abandoned

North Shallow Zone (Off
Property)(June 1-3, 2010)

Well Number

Status

Extraction Wells

SEW-01

Inactive



SEW-02

Inactive



SEW-11

Inactive

Monitoring Wells

P83-05S

Inactive



P83-16S

Inactive



P83-15S

Inactive



P83-13S

Inactive



P83-12S

Inactive



P83-04S

Inactive



P83-02S

Inactive



P83-14S

Inactive



P83-03S

Inactive



S-01

Inactive

Monitoring Well -Deep Zone

SJ9-09M

Inactive

North Shallow Zone (North Plant 83)(August 1-5, 2011)

Extraction Wells

SEW-03

Inactive



SEW-04

Inactive



SEW-05

Inactive



SEW-06

Inactive

Injection Well

SIW-01

Inactive

Monitoring Wells

SMW-09

Water Quality/Water Level



SMW-10

Water Quality/Water Level



SMW-11

Water Quality/Water Level



SMW-12

Water Quality/Water Level



SMW-13

Water Quality/Water Level



SMW-14

Water Quality/Water Level



SMW-18

Water Level Only



SW-06

Water Quality/Water Level



SW-07

Water Quality/Water Level



P83-01S

Water Quality/ Water Level



SW-01

Inactive



DMB-03

Inactive



DMW-04

Inactive



DWA-01

Inactive

Deep Zone (Water Levels)

DWM-03

Water Level



IMW-06

Water Level

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-9 August 17, 2010 thru August 26, 2015

051360


-------
App B Table 2 OU 05, South Plant 83 Shallow Zone Wells Plugged and Abandoned.

South Shallow Zone(South Plant
83)(April 2013)

Well Number

Status

Monitoring Wells

P83-17S

Water Level



P83-18S

Water Level



SMW-16

Water Level



SMW-17

Water Level



SMW-19

Water Level



SW-03

Water Level



SW-08

Water Quality/ Water Level

Monitoring Wells (off property)

S-04

Water Level



SW-02

Water Level



SW-04

Water Level



S-02

Water Level



S-04

Water Level

Extraction Wells

SEW-10

Water Level

Monitoring Wells (unused)

DWA

Inactive



DWB-02

Inactive



GE-4

Inactive



IWM-04

Inactive



IMW-05

Inactive



SGP-03

Inactive



SV-08

Inactive



SV-09

Inactive



SW-04

Inactive

Monitoring Wells (Deep Zone)

1-07 (off property)

Water Level



DMW-01

Water Level



DMW-02

Water Level







051361

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AB-10 August 17, 2010 thru August 26, 2015


-------
App B Table 3: VOCs Concentrations during Fifth Five Year Review, Univar, OU 03

Well
No.

Site
Related

Date Sampled

Hg/L













































VOCs

01/2009

04/2009

08/2009

10/2009

01/2010

04/2010

07/2010

10/2010

02/2011

04/2011

07/2011

10/2011

03/2012

06/2012

10/2012

12/2012

02/2013

06/2013

09/2013

11/2013



1,1-DCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

A-01

1,1,1-TCA
TCE

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

—

—

—

—

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0



PCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0



1,1-DCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

GM-02

1,1,1-TCA
TCE

< 1.0
1.5

< 1.0
1.1

< 1.0
1.3

< 1.0
2.1

< 1.0
2.3

< 1.0
1.6

< 1.0
1.6

< 1.0
1.4

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

<	1.0

—

—

—

—

—

—



PCE

5.1

3.7

3.4

6.0

6.6

4.4

5.2

3.2

4.4

2.0

2.3

2.4

1.2

2.2

-

-

-

-

-

-



1,1-DCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

GM-11S

1,1,1-TCA

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

TCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-



PCE

3.6

2.4

2.2

2.0

2.1

1.6

1.5

1.2

1.2

-

-

-

-

-

-

-

-

-

-

-



1,1-DCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

-

GM-13

1,1,1-TCA

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

-

TCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

-



PCE

2.9

2.1

1.8

2.6

2.4

2.2

2.4

1.8

-

-

-

-

-

-

-

-

-

-

-

-



1,1-DCE

-

-

-

1.2

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-

GM-14S

1,1,1-TCA
TCE

—

—

—

<	1.0

<	1.0

—

—

—

—

—

—

—

—

—

<	1.0

<	1.0

—

—

—

—

—

—



PCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-



1,1-DCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-

GM-

1,1,1-TCA

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-

14D

TCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-



PCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-



1,1-DCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-

GM-15S

1,1,1-TCA
TCE

—

—

—

<	1.0

<	1.0

—

—

—

—

—

—

—

—

—

<	1.0

<	1.0

—

—

—

—

—

—



PCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

1.3

-

-

-

-

-

-



1,1-DCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-

GM-

1,1,1-TCA

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-

15D

TCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-



PCE

-

-

-

< 1.0

-

-

-

-

-

-

-

-

-

< 1.0

-

-

-

-

-

-



1,1-DCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

1.1

1.4

1.3

< 1.0

< 1.0

1.5

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

GM-21

1,1,1-TCA

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

TCE

< 1.0

1.0

< 1.0

< 1.0

1.3

2.0

2.4

3.4

2.7

< 1.0

1.3

2.6

1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0



PCE

2.1

2.6

2.7

3.0

4.2

5.1

5.5

9.7

11.0

1.8

3.9

7.0

2.8

2.7

1.3

1.0

1.4

1.0

1.0

2.0



1,1-DCE

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

-

GM-27

1,1,1-TCA

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

-

TCE

1.3

1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

< 1.0

-

-

-

-

-

-

-

-

-

-

-

-



PCE

2.4

2.5

2.0

1.9

2.3

1.7

1.8

1.3

-

-

-

-

-

-

-

-

-

-

-

-

Bold - Exceeds ARARS
not sampled

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-11	August 17, 2010 thru August 26, 2015

051362


-------
App B Table 4: 1,4-Dioxane Detected in Samples Collected from Ground Water Wells

through July 2014, Univar

Well No.

Date Sampled - 1,4-Dioxane Analytical Result (|ig/L)

04/2005

09/2005

04/2006

10/2008

01/2009

10/2009

01/2010

04/2010

07/2010

10/2010

02/2011

04/2011

07/2011

10/2011

02/2012
(initial)

02/2012
(final)

03/2012

06/2012

07/2012

09/2012

12/2012

02/2013

06/2013

09/2013

11/2013

07/2014

A-01

20 J

—

—

< 1.0

< 1.0 J

< 1.0

< 1.0

1.2

< 1.0

1.5

< 1.0

< 2.0

< 2.0

< 2.0

—

—

1

1 J

—

< 1

2

1

< 1

< 1

1

1

GM-01

31 J

—

—

—

—

—

—

2.3

1.2

1.4

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-02

28

—

—

16

14 J

12 J

12

11

10

11

8.7 *

8.3

7.9

6.8

—

—

6

5.7 J

—

6

5

6

9

6

6

4

GM-02 Duplicate

—

—

—

—

—

—

—

12 *

12 *

11 *

—

8.1 *

7.6 *

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-03

—

—

—

—

—

—

—

—

< 1.0

1.5

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-04

—

—

—

—

—

—

< 1.0

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-09D

—

—

—

—

—

—

9.2

4.9

7.0

4.5

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

5

GM-09S

16 J

—

—

—

—

—

16

10

14

14

—

—

—

—

—

—

—

—

—

—

17

—

29

36

37

10

GM-09S Duplicate



—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

14

—

—

36

—

—

GM-10

—

—

—

—

—

—

< 1.0

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-11D

—

—

—

—

—

—

9.6

9.8

8.6

8.0

5.8 *

5.3

3.9

2.4

—

—

2

1 J

—

< 1

1

3

2

2

NS

1

GM-1 ID Duplicate

—

—

—

—

—

—

10

—

—

—

5.2 *

—

—

—

—

—

2

—

—

—

—

—

—

—

—

—

GM-11S

28

—

—

44

44

54

68

88

83

76

57 *

54

61

42

31

42

36

51 J

—

31 4

19

20

9

10

10

14

GM-1 IS Duplicate

—

—

—

45

43

—

—

—

—

—

61 *

—

—

40

—

—

—

—

—

—

—

—

—

—

—

—

GM-12R5

16

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-13

33

—

—

110 JD

120 J

160

160

150

150

130

87 *

75

79

79

38

28

57

49 J

—

14 4

12

14

11

8

8

8

GM-13

—

—

—

—

—

—

—

—

—

—

84 *

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-13 Duplicate

32

—

—

—

—

—

—

—

—

—

—

76

—

—

—

—

—

—

—

—

—

—

—

—

—

8 J

GM-14D

—

—

—

—

—

16

16

15 *

9.8 *

7.6 *

6.6 *

6.4 *

4.8 *

3.8 *

—

—

3 *

—

3 *

3 *

2 *

2 *

2 *

2 *

2 *

2 *

GM-14D Duplicate

—

—

—

—

—

15

—

13 *

9.9 *

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-14S

—

—

—

—

—

< 1.0

< 1.0

—

—

—

—

—

—

—

—

—

2 *

—

< 1 *

< 1 *

< 1 *

< 1 *

< 1 *

< 1 *

< 1 *

< 1 *

GM-15D

—

—

—

—

—

4.3

< 1.0

2.5 *

5.1 *

2.2 *

< 1.0

< 2.0 *

8.0 *

< 2.0 *

—

—

2 *

—

6.3 *

5 *

10 *

< 1 *

< 1 *

< 1 *

1 *

1 *

GM-15S

—

—

—

—

—

< 1.0

< 1.0

—

—

—

—

—

—

—

—

—

< 1 *

—

< 1 *

< 1 *

< 1 *

< 1 *

< 1 *

1 *

2 *

3 *

GM-17D

—

—

—

—

—

—

1.0

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-17S

—

—

—

—

—

—

1.2

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-19

—

—

—

—

—

—

4.1

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-20

—

—

—

—

—

—

9.6

9.9

12

16 6

10 *

9.4

9.6

8.1

—

—

6

5 J

—

6

4

6

5

5

4

5

GM-21

26 J

—

—

23

23 J

24

33

34

20

36

77 *

100

130

81

82

65

70

133 J

—

99 4

64

128

154

127

161

88

GM-21 Duplicate

—



—

—

—

—

—

—

—

36

—

100

120

72

—

—

64

138 J

—

100 4

—

124

154

125

139

87

GM-22R

5.2 J

—

—

—

—

—

2.8

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-25

—

—

—

—

—

—

11

8.4

7.2

7.0

—

—

—

5.7

—

—

5

15 J

—

9

9

11

11

12

2

3

GM-25 Duplicate

—

—

—

—

—

—

—

7.6

6.9

6.8

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-26

—

—

—

—

—

—

1.9

3.9

3.2

5.1

—

—

—

—

—

—

—

—

—

—

13

—

4

3 *

1

3

GM-27

—

22

—

21

19 J

20

19

22

22

18

16 *

20

21

18

—

—

16

23 J

—

44

49

47

80

88 *

57

82

GM-27 Duplicate

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

24 J

—

45

46

51

79

—

64

—

GM-28

—

5.7

—

—

—

—

< 1.0

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

GM-28 Duplicate

—

5.8

—

—

—

—

< 1.0

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

1-01

41

—

—

—

—

—

17

19

16

16

—

—

—

9.2

—

—

6

7 J

—

7

7

8

6

6

5

6

1-01 Duplicate

—

—

—

—

—

—

17

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

RW-01

25 J

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

1

RW-02

27 J

—

—

—

—

—

—

—

—

—

9.8 *

—

—

—

—

—

—

—

—

—

—

—

—

—

—

2

RW-02

—

—

—

—

—

—

—

—

—

—

7.7 *

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

RW-02

—

—

—

—

—

—

—

—

—

—

9.0 *

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

RW-03

25 J

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

2

RW-04

17 J

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

TUE

22 J

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

TUI

22 J

—

18

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

TUI Duplicate

—

—

20

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

—

* Samples collected using hydosleve

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-12	August 17, 2010 thru August 26, 2015

051363


-------
App B Table 5:0&M Costs during the Fifth Five Year Review

GEA

Year

O&M Costs*

2010

$1,219,000

2011

$1,434,000

2012

$1,267,000

2013

$926,000

2014

$892,000

Total

$5,738,000

Average/Year

$1,147,600

* Includes utilities, O&M and oversight costs

Univar



Year

O&M Costs*

2010

$92,248

2011

$58,775

2012

$92,378

2013

$64,686

2014

$31,339

Total

$339,462

Average/Year

$67,892

* Includes O&M and oversight costs

South Valley Superfund Site
Albuquerque, New Mexico

051364

Fifth Five Year Review
AB-13 August 17,2010 thru August 26, 2015


-------
OU 06 VOC CONCENTRATIONS
2015 Five-Year Review,

South Valley Superfund Site

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-14 August 17, 2010 thru August 26, 2015

051365


-------
P83-07D

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug l)]

VOC Concentrations v& Time Graph

35.00

30.00

25.00

20.00

v
a.

in

E

S

O

s

U

s

£. 15.00

10.00

5.00

MD

ts
o

cf)
o

5

o
O

a.
<

O

a.
<
CN

U

o

Q.
<

o

o

O

a.
<
4

o
O

•1,1 DCA -

¦1.1 cx:e

¦1.2 DCA	MTBE	PCE --*--TCE - -•--Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-15

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051366


-------
P83-09D

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug/l)]

VOC Concentrations vs. Time Graph

35.00

30.00

25.00

"I 20.00

8.

(0

1	15.00

2

o

z

10.00

5.00

ND



o
O

	1.1 DCA - -+- -1,1 DCE

• 1.2 DCA	MTBE	PCE	TCE - ¦ • ¦ - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-16

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051367


-------
P83-19D-2

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

35.00

30.00

25.00

"Z 20.00

at

Q.

in

E

2
—

o

Cm

u

s

15.00

10.00

5.00

ISD

VOC Concentrations va Time Graph

a
°
€7>

o

a
<
o

o
O
o

a
<

o
O

a
<

CM

o
O


-------
P83-19LR

Deep Zone Groundwater Remediation System
Former Air Force Plant 83General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug I)]

35.00

30.00

25.00

t 20.00


-------
P83-19M

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ugl)]

VOC Concentrations v& Time Graph

35.00

30.00

25.00

w 20.00

0

Q.

(A

1	15.00
S

u

2

10.00

5.00

Id

-*	i	*	1	*-

*	.	+-

o

ch
o

Q.
<
o

u
O

a
<

u
O

a.
<

>.
S

u
O

a.
<

ro

u

O

a.
<

u
O

¦1.1 DCA

-1.1 DCE

¦1.2 DCA	MTBE •••«••• PCE --*--TCE -••--Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-19

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051370


-------
P83-19U

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit • Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug/l)]

35.00

30.00

25.00

r 20.00

0

a.

i«

1	15-00

2

o

10.00

5.00

ND

VOC Concentrations vs. Time Graph

u

O

¦
o

a
<
o

o

O

a
<



IX

s

u
O

a
<

n

o

O

<0

4

a
<

3
—>

o

O

¦1.1 DCA -

'1.1 DCE

¦1.2 DCA	MTBE

¦ ¦ PCE —*— TCE - - • - - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-20

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051371


-------
P83-22D

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug l|]

35.00

30.00

25.00

- 20.00

0
Q.

U)

1	15-00

p

10.00

5.00

MD

VOC Concentrations vs. Time Graph

o

O
cf>

o

CL
<
O

CL
<

a
<
di

>.
<0

S

a
<
4

¦1.1 DCA

'1.1 DCE

¦1.2 DCA	MTBE

PCE —*— TCE - • • - - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-21

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051372


-------
P83-22D-2

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug l)l

35.00

30.00

25.00

t 20.00
a,


-------
P83-22M

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (uq [)]

VOC Concentrations vs. Time Graph

35.00

30.00

25.00

Z 20.00

0)

Q.
tf)

E
2

O)

2

o

s

15.00

10.00

5.00

M)

	H



+	

—*

u
O

(7)
O

Q.
<

a.
<

a.
<

Q.
<

Q.
<

¦1.1 DCA

-1.1 DCE

¦1.2 DCA	MTBE	PCE —TCE-••¦-Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-23

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051374


-------
P83-22S

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentrator in Micrograms Per Liter (ug!)]

36.00

30.00

25.00

t 20.00

o>

Q.

lft

5, 15.00
S

u
2

10.00

5.00

KD

VOC Concentrations v& Time Graph

	*-

		»

o

9


O

Q.
<
O

a
<

Q.
<
CN

Q.
<

pi

a.
<

-•	1.1 DCA - -+- - 1,1 DCE

¦1.2DCA	MTBE

PCE —*—TCE	Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-24

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051375


-------
P83-26D

Deep Zone Groundwater Remediation System
Former Air Force Plant 83 General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ugl)]

35.00

30.00

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PCE —*— TCE - • • • - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-25

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051376


-------
P83-26M

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/Generai Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ugl)]

36.00

30.00

25.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-26

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051377


-------
P83-30D-2

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentrator in Micrograms Per Liter (ug'l)J

35.00

30.00

25.00

"I 20.00

0
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PCE - - TCE - - • ¦ - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-27

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051378


-------
WB-0K1)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

35.00

30.00

25.00

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PCE —*—TCE -¦••-Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-28

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051379


-------
WB-01(2)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentrators in Micrograms Per Liter (ug.'l)]

VOC Concentrations vs. Time Graph

35.00

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PCE —*— TCE - ¦ • - - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-29

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051380


-------
WB-01(3)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit • Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (uo-'l)l

VOC Concentrations vs. Time Graph

35.00

30.00

25.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-30

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051381


-------
WB-01<4)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentrators in Micrograms Per Liter (ug/l)]

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South Valley Superfund Site
Albuquerque, New Mexico

AB-31

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051382


-------
WB-01(4)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (uo l)]

VOC Concentrations va Time Graph

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South Valley Superfund Site
Albuquerque, New Mexico

AB-32

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051383


-------
WB-01(5)

Deep Zone Groundwater Remediation System
Former Ajr Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

35.00

30.00

25.00

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¦1.2 DCA		 MTBE	PCE —*— TCE — - # • - Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-33

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051384


-------
WB-0K6)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentrator in Micrograms Per Liter (ug'l)]

VOC Concentrations v& Time Graph

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South Valley Superfund Site
Albuquerque, New Mexico

AB-34

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051385


-------
WB-0211)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug/1)]

35.00

30.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-35

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051386


-------
WB-02(2)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83'General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

35.00

30.00

25.00

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PCE —*—TCE — Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-36

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051387


-------
WB-02(3>

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug l)]

VOC Concentrations vs. Time Graph
35.00-|	

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+	1,1 DCA - -1.1 DCE —¦—1.2 DCA	MTBE	PCE —*— TCE—- Vinyl Chloride

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AB-37	August 17, 2010 thru August 26, 2015

051388


-------
WB-02(4|

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit • Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug l)]

35.00

30.00

25.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-38

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051389


-------
WB-02<5)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83'GeneraI Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)J

35.00

30.00

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PCE —*— TCE	Vinyl Chloride

South Valley Superfund Site
Albuquerque, New Mexico

AB-39

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051390


-------
WB-04<1)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (u& l)]

35.00

30.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-40

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051391


-------
WB-04<2)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

35.00

30.00

25.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-41

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051392


-------
WB-04<3)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons In Micrograms Per Liter (ug'l)]

35.00

30.00

25.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-42

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051393


-------
WB-®4(4)

Deep Zone Groundwater Remediation System

Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, Mew Mexico
[Concentrstons in Micrograms Pec Liter (ugfl)]

35.00

30.00

25.00

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WB4M{5)

Deep Zone Groundwater Remediation System
Former Aa Force Plant 83,'General Electric Operable Unit - Albuquerque, Mew Mexico
[Concentraftxis In Micrograms Per Liter (u#!}|

VOC Concentrations vs. Time Graph

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South Valley Superfund Site
Albuquerque, New Mexico

AB-44

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051395


-------
W8-04(6)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83,'General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

VOC Concentrations vs. Time Graph

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South Valley Superfund Site
Albuquerque, New Mexico

AB-45

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051396


-------
WB-04(10)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83 General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

VOC Concentrations v& Time Graph

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South Valley Superfund Site
Albuquerque, New Mexico

AB-46

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051397


-------
WB-04<11)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83.General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ua'i)]

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WB-04(12)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83fGeneral Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug l|]

35.00

30.00

25.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-48

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051399


-------
WB-05(1)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83General Electric Operable Unit - Albuquerque. New Mexico
[Concentrators in Micrograms Per Liter (ug'l)]

VOC Concentrations v& Time Graph
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-------
WB-05<2)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug/1)]

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South Valley Superfund Site
Albuquerque, New Mexico

AB-50

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051401


-------
WB-05(3)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug l)]

35.00

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South Valley Superfund Site
Albuquerque, New Mexico

AB-51

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051402


-------
WB-05(4)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug/l)]

VOC Concentrations vs. Time Graph

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WB-05<5)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83,"General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug/l)]

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South Valley Superfund Site
Albuquerque, New Mexico

AB-53

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051404


-------
WB-05(6)

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque, New Mexico
[Concentratons in Micrograms Per Liter (ug'l)]

VOC Concentrations vs. Time Graph

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South Valley Superfund Site
Albuquerque, New Mexico

AB-54

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051405


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EW-001

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South Valley Superfund Site
Albuquerque, New Mexico

AB-55

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051406


-------
EW-002

Deep Zone Groundwater Remediation System
Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter (ug/l)]

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Former Air Force Plant 83/General Electric Operable Unit - Albuquerque. New Mexico
[Concentratons in Micrograms Per Liter 
-------
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Former Air Force Plant 83 General Electric Operable Unit - Albuquerque. New Mexico
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South Valley Superfund Site
Albuquerque, New Mexico

AB-58

Fifth Five Year Review
August 17, 2010 thm August 26, 2015

051409


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Appendix C - Documents Reviewed

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-1 August 17,2010 thru August 26, 2015

051410


-------
Documents Reviewed

South Valley Superfund Site Fifth Five-Year Review

Aestus. 2006a. 2005-2006 Annual Report and Semi-Annual Quality Assurance Report Shallow
Zone Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit
South Valley Superfund Site, Albuquerque, New Mexico. 15 August.

Aestus. 2006b. 2005-2006 Annual Report and Semi-Annual Quality Assurance Report Deep Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit
South Valley Superfund Site, Albuquerque, New Mexico. 15 August.

Aestus. 2006c. Letter Proposing Changes to the October Sample Event GE/Plant 83 Superfund Site,
Albuquerque, New Mexico. 18 September.

American Ground-Water Consultants. 1983. Hydrogeology of the AmeriGas Property,
Albuquerque, New Mexico: Prepared for Counsel to AmeriGas, Inc., Valley Forge Pennsylvania.

ARCADIS. 2005a. Third Five-Year Review of Remedial Actions, Univar USA, Inc. 3301
Edmunds Street Site, Albuquerque, New Mexico. 2 September.

ARCADIS. 2005b. Letter Report to Mr. Gregg Lyssy, U.S. Environmental Protection Agency
Regarding Installation of Two Additional Ground water Monitoring Wells and Abandonment of
Two Ground water Monitoring Wells Univar USA Inc. 3301 Edmunds Street Site Albuquerque,
New Mexico. 21 December.

ARCADIS. 2006a. 2006 Annual Progress Report for Remedial Actions, Univar USA Inc. 3301
Edmunds Street Site Albuquerque, New Mexico. 14 July.

ARCADIS. 2006b. Work Plan to Optimize the Future Remedial Activities, Univar USA, Inc. 3301
Edmunds Street Site, Albuquerque, New Mexico. 7 September.

ARCADIS. 2007. February 2007 Quarterly Sampling of Ground water Monitoring Wells Univar
USA Inc. 3301 Edmunds Street Site, Albuquerque, New Mexico. 19 March.

ARCADIS. 2008. Letter Summarizing the 5 December 2007, Meeting with EPA. 28 January.

ARCADIS. 2010a. Letter from Ms. Kathryn Brantingham of ARCADIS to Mr. Michael Hebert of
EPA, in Response to EPA Letter Regarding 1,4-Dioxane. 7 January.

ARCADIS. 2010b. October 2009. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 15 January.

ARCADIS. 2010c. January 2010. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 5 April.

ARCADIS. 2010d. April 2010. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 21 July.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-2 August 17, 2010 thru August 26, 2015

051411


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ARCADIS. 2010e. July 2010. Quarterly Sampling of Ground water Monitoring Wells, Univar USA,
Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 22 September.

ARCADIS. 2011. October 2010. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 17 January.

ARCADIS. 2011. February 2011. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 3 May.

ARCADIS. 2011. April 2011. Quarterly Sampling of Ground water Monitoring Wells, Univar USA,
Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 7 July.

ARCADIS. 2011. July 2011. Quarterly Sampling of Ground water Monitoring Wells, Univar USA,
Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 3 October.

ARCADIS. 2011. Letter from Ms. Kathryn Brantingham of ARCADIS on behalf of Univar
detailing proposed investigation actions for 1,4-Dioxane. 4 October.

ARCADIS. 2012. October 2011. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 12 January.

ARCADIS. 2012. February 2012 8-Hour Pumping Tests and March 2012 Quarterly Sampling of
Ground water Monitoring Wells, Univar USA, Inc, 3301 Edmunds Street, Albuquerque, New
Mexico. 29 May.

ARCADIS. 2012. Work Plan for Extended Pump Test and Treatment Pilot Study for 1,4-Dioxane.
31 May.

ARCADIS. 2013. December 2012. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 18 January.

ARCADIS. 2013. February 2013. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 15 April.

ARCADIS. 2013. Extended Pump Test and Treatment Study Final Report. 24 June.

ARCADIS. 2013. June 2013. Quarterly Sampling of Ground water Monitoring Wells, Univar USA,
Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 21 August.

ARCADIS. 2013. Human Health Risk Evaluation for 1,4-Dioxane. 18 October.

ARCADIS. 2013. September 2013. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 19 November.

ARCADIS. 2013. November 2013. Quarterly Sampling of Ground water Monitoring Wells, Univar
USA, Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 19 December.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-3 August 17, 2010 thru August 26, 2015

051412


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ARCADIS. 2014. Human Health Risk Evaluation for 1,4-Dioxane. Revised. 17 January.

ARCADIS. 2014. Monitoring Well Drilling and Installation and Ground Water Monitoring
Network Work Plan. 24 January.

ARCADIS. 2014. Latter from Katy Brantingham of ARCADIS on behalf of Univar submits Notice
of Completion of Consent Decree Requirements for Constituents of Concern (VOCs). Does not
include 1,4-Dioxane. 2 June.

ARCADIS. 2014. July 2014. Quarterly Sampling of Ground water Monitoring Wells, Univar USA,
Inc, 3301 Edmunds Street, Albuquerque, New Mexico. 3 October.

Axis Group, Inc. (Axis). 2007a. 2006-2007 Annual Report and Semi-Annual Quality Assurance
Report Shallow Zone Ground water Remediation System Former Air Force Plant 83/General
Electric Operable Unit, South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis. 2007b. 2006-2007 Annual Report and Semi-Annual Quality Assurance Report Deep Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit,
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis. 2007c. Request to Terminate North Plant 83 Operations. Shallow Zone Ground water
Remediation System. 11 September.

Axis. 2007d. Approval Letter to Terminate North Plant 83 Operations Shallow Zone Ground
water Remediation System. 5 November.

Axis. 2008a. Letter Work Plan to Optimize the Deep Zone Ground water Remediation System. 2
April. Axis. 2008b. 2007-2008 Annual Report and Semi-Annual Quality Assurance Report
Shallow Zone Ground water Remediation System Former Air Force Plant 83/General Electric
Operable Unit South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis. 2008c. 2007-2008 Annual Report and Semi-Annual Quality Assurance Report Deep Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis. 2008d. Performance and Compliance Monitoring Plan Revision 2008 Deep Zone and
Shallow Zone Ground water Remediation Systems Former Air Force Plant 83/General Electric
Operable Unit South Valley Superfund Site Albuquerque, New Mexico. 21 October.

Axis. 2009a. Transmittal Updated 2/17/09 - Performance and Compliance Monitoring Plan -
Revision 2008 Deep Zone and Shallow Zone Ground water Remediation Systems Former Air Force
Plant 83/General Electric Aviation Operable Unit South Valley Superfund Site Albuquerque, New
Mexico. 17 February.

Axis. 2009b. Follow-Up to Conference Call Shallow Zone Ground water Extraction Well and
SEW-10 and Monitoring Well SW-08. 13 April.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-4 August 17, 2010 thru August 26, 2015

051413


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Axis. 2009c. 2008-2009 Annual Report and Semi-Annual Quality Assurance Report Shallow Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis. 2009d. 2008-2009 Annual Report and Semi-Annual Quality Assurance Report Deep Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis. 2009e. Request to Implement Closure Plan North Plant 83 Area Wells Former Plant 83/GE
Operable Unit Albuquerque, New Mexico. 10 November.

Axis. 2010a. 2009 Semi-Annual Report, Third and Fourth Quarters-Quality Assurance Report
Shallow Zone Ground water Remediation System Former Air Force Plant 83/General Electric
Operable Unit South Valley Superfund Site Albuquerque, New Mexico. 15 February.

Axis. 2010b. 2009 Semi-Annual Report, Third and Fourth Quarters-Quality Assurance Report
Deep Zone Ground water Remediation System Former Air Force Plant 83/General Electric
Operable Unit South Valley Superfund Site Albuquerque, New Mexico. 15 February.

Axis. 2010c. Work Plan to Conduct a Chemical Injection Remediation Program, Shallow Zone
Aquifer SW-08 and SEW-05 Areas Former Plant 83/GE Operable Unit, South Valley Superfund
Site. 15 March.

Axis. 2010. 2009-2010. Annual Report and Semi-Annual Quality Assurance Report Shallow Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit,
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2010. 2009-2010. Annual Report and Semi-Annual Quality Assurance Report Deep Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit,
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2011. 2010-2011. Annual Report and Semi-Annual Quality Assurance Report Shallow Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit,
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2011. 2010-2011. Annual Report and Semi-Annual Quality Assurance Report Deep Zone
Ground water Remediation System Former Air Force Plant 83/General Electric Operable Unit,
South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2012. 2011-2012. Annual Report and Semi-Annual Quality Assurance Report Deep Zone and
Shallow Zone Ground water Remediation System Former Air Force Plant 83/General Electric
Operable Unit, South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2013. 2012-2013. Annual Report and Semi-Annual Quality Assurance Report Deep Zone and
Shallow Zone Ground water Remediation System Former Air Force Plant 83/General Electric
Operable Unit, South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2014. Fourth Revision, Performance Monitoring Compliance Program. 16 April.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-5 August 17, 2010 thru August 26, 2015

051414


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Axis 2014. 2013-2014. Annual Report and Semi-Annual Quality Assurance Report Deep Zone and
Shallow Zone Ground water Remediation System Former Air Force Plant 83/General Electric
Operable Unit, South Valley Superfund Site Albuquerque, New Mexico. 15 August.

Axis 2014. Axis on behalf of GEA submitted Work Plan to Optimize the Deep Zone Remediation
System, Operable Unit 06. 25 August.

Billiard, John. 2010. Distribution of Charts for Concentrations of Volatile Organic Compounds in
Samples Collected from Monitoring and Extraction Wells Associated with the Deep Zone Aquifer
Treatment System. Electronic Communication. 3 and 4 March.

Canonie Environmental Services, Corp. (Canonie). 1993a. Remedial Design Plan, Shallow Zone
Ground Water Extraction and Treatment System, Plant 83/General Electric Operable Unit, South
Valley Superfund Site, Albuquerque, New Mexico, General Electric Aircraft Engines, Albuquerque,
New Mexico. July.

Canonie. 1993b. Proposed Cleanup Goals Volatile Organic Compounds in Soil General Electric
Aircraft Engines Plant 83/GE Operable Unit. April.

Canonie. 1994. System Monitoring Plan, Appendix B of the Remedial Design Plan, Shallow Zone
Ground Water Extraction and Treatment System General Electric Aircraft Engines, Albuquerque,
New Mexico. Revised. 26 April.

Canonie. 1995. Deep Zone Ground water Remediation System, 100% Design Report, Volumes 1,
2, 3, and 4. June.

D'Appolonia Waste Management Services. 1983. Geophysical Survey of Van Waters & Rogers
Inc. Facility, Albuquerque, New Mexico. 24 March.

D'Appolonia Waste Management Services. 1984. Evaluation of Soil and Water Contamination at
the AmeriGas Property, South Valley, Albuquerque, New Mexico (Final Report). Prepared for
Counsel to Van Waters & Rogers Inc. (Univar Corporation), Seattle, Washington.

DBS&A 2010. Daniel B Stevens & Associates (DBS&A) submitted to EPA a Sump Investigation
Work Plan for the GEA Manufacturing Plant closure. 9 December.

DBS&A 2011. Sump Inspection and Investigation Report. 4 August.

DBS&A 2012. Final Closure Report, GE Aviation Manufacturing Plant. 18 June.

(United States) Environmental Protection Agency (EPA). 1984. Final Focused Feasibility Study,
South Valley Hazardous Waste Site, Albuquerque, New Mexico. 25 July.

EPA. 1985. Record of Decision for South Valley Operable Unit 01; EPA/ROD/R06-85/006. 22
March.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-6 August 17, 2010 thru August 26, 2015

051415


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EPA. 1988a. Remedial Investigation Report, SJ-6 Superfund Site, South Valley Area,

Albuquerque, New Mexico. May.

EPA. 1988b. ROD for South Valley Site Edmunds Street Ground Water OU. 28 June.

EPA. 1988c. Feasibility Study Report, SJ-6 Superfund Site, South Valley Area, Albuquerque, New
Mexico. June.

EPA. 1988d. ROD for San Jose 6 (SJ 6) Superfund Site, Albuquerque, New Mexico. 30
September. EPA. 1988e. ROD for Former Air Force Plant 83/General Electric Superfund Site,
Albuquerque, New Mexico. 30 September.

EPA. 1989a. ROD Edmunds Street Property Source Control, South Valley Superfund Site. 30
March.

EPA. 1989b. Administrative Order, South Valley Superfund Site, Docket Number CERCLA 6-16-
89 (Former Air Force Plant 83/General Electric Operable Unit). 16 June.

EPA. 1990a. Consent Decree in the Matter of the United States of America versus Univar
Corporation. Entered on Docket on 27 March.

EPA. 1991. Unilateral Administrative Order to Chevron USA, Inc.; Phillips Pipe Line Company;
Texaco Pipeline Inc.; and West Emerald Pipeline Corporation. October.

EPA. 2001. "Comprehensive Five-Year Review Guidance." EPA 540-R-01-007. June.

EPA. 2005. Approval of the Third Five-Year Review at the South Valley Superfund Site for
Edmunds Street OU 3, General Electric Aircraft Engines OU 2, General Electric Aircraft Engines
OU 5, and General Electric Aircraft Engine OU 6. 26 September.

EPA. 2006a. EPA Letter Regarding Proposed Changes to the October Sampling Event, Former Air
Force Plant 83/General Electric Operable Unit at the South Valley Superfund Site, Albuquerque,
New Mexico. 22 September.

EPA. 2006b. Letter from Mr. Bret Kendrick of EPA, to Mr. George Sylvester of Univar USA, Inc.
regarding the Work Plan to Optimize Future Remedial Activities for the Edmunds Street Ground
Water OU at the South Valley Superfund Site, Albuquerque, Bernalillo County, New Mexico. 22
September.

EPA. 2006c. Explanation of Significant Differences, South Valley Superfund Site Edmunds Street
Ground Water OU, Albuquerque, Bernalillo County, New Mexico. 26 September.

EPA. 2006d. Explanation of Significant Differences, South Valley Superfund Site Former Air Force
Plant 83/General Electric Operable Unit Albuquerque, Bernalillo County, New Mexico. 13
October.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-7 August 17, 2010 thru August 26, 2015

051416


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EPA. 2006e. Electronic communication from Mr. Bret Kendrick of EPA Region 6 to Ms. Katy
Brantingham of ARCADIS, Regarding Approval with Changes of the Work Plan for Optimization
of Remedial Activities. 18 October.

EPA. 2007a. Electronic Communication from EPA to GEA Regarding Conditions Approval for
Plugging and Abandoning Wells P83-08M and P83-08D. 2 March.

EPA. 2007b. EPA Letter Regarding GEA's Request to Terminate the North Plant 83 Portion of the
Shallow Zone Ground Water Remediation System, Former Air Force Plant 83/General Electric
Operable Unit at the South Valley Superfund Site, Albuquerque, New Mexico. 24 October.

EPA. 2007c. EPA Letter Regarding Response to the EPA Approval Letter to Terminate North Plant
83 Operations Shallow Zone Ground Water Remediation System, Former Air Force Plant
83/General Electric Operable Unit at the South Valley Superfund Site, Albuquerque, New Mexico.
13 November.

EPA. 2008. Letter from Mr. Bret Kendricks of EPA to Mr. George Sylvester of Univar, USA, Inc.
in Response to the Summary of the December 5, 2007 Meeting Regarding the Edmunds Street
Ground Water Operable Unit at the South Valley Superfund Site, Albuquerque, New Mexico. 30
January.

EPA. 2009a. 9 April 2009 Conference Call/13 April 2009 Letter - Follow-Up Shallow Zone
Extraction Well SEW TO and Monitoring Well SW-08, South Valley Superfund Site, Albuquerque,
New Mexico. EPA and NMED Approval. 22 April.

EPA. 2009b. Letter from Mr. Michael Hebert of EPA to Mr. George Sylvester of Univar USA,
Inc., Regarding Initiation by EPA of the Five-Year Review Process. 19 November.

EPA. 2009c. Letter from Mr. Michael Hebert of EPA to Mr. George Sylvester of Univar USA,
Inc., Regarding Requirement for Sampling for 1,4-dioxane. 19 November.

EPA. 2009d. Letter from Mr. Michael Hebert of EPA to Mr. Dana Beaulieu of GE Transportation
Regarding Initiation by EPA of the Five-Year Review Process. 19 November.

EPA. 2010a. Letter from Mr. Michael Hebert of EPA to Univar approving proposed activities for
the evaluation of 1,4-Dioxane. 14 January

EPA 2010b. Letter from Mr. Michael Hebert to GEA approving the plugging and abandonment of
all off-site monitoring and extraction wells related to the North Plant 83 Shallow Zone. 4 March

EPA 2010c. Letter from Mr. Michael Hebert of EPA to GEA approval to conduct Chemical
Injection Remediation Program. 1 June.

EPA 2010d. Letter from Mr. Michael Hebert of EPA to GEA requesting a future plan description
related to the planned closure of GEA Manufacturing Plant Operations. 12 July.

EPA 201 la. Letter from Mr. Michael Hebert of EPA to GEA stating all recommendations
pertaining to GEA as described in the Fourth FYR have been addressed. 23 March.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-8 August 17, 2010 thru August 26, 2015

051417


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EPA 201 lb. Letter from Mr. Michael Hebert of EPA to GEA approving the request to abandon
remaining wells and close the North Plant 83 Shallow Zone System. 31 May.

EPA. 201 lc. Letter from Mr. Michael Hebert of EPA to Univar requiring an evaluation of current
monitoring network is adequate to determine extent of 1,4-Dioxane. 14 July.

EPA. 201 Id. Letter from Mr. Michael Hebert of EPA to GEA approving Work Plan for
Remediation of Hazardous Materials East and West Tank Line. 21 October.

EPA. 201 le. Letter from Mr. Michael Hebert of EPA to Univar approving Site conceptual model
and proposed investigation activities for 1,4-Dioxane. 21 November.

EPA 2012. Letter from Mr. Michael Hebert of EPA to GEA approving the Final Closure Report,
GEA Manufacturing Plant. 2 November.

EPA 2013. Letter from Mr. Michael Hebert of EPA to GEA approving of Closure of the South
Plant 83 Remediation System and other unused monitoring wells. 13 February.

EPA. 2014a. Letter from Mr. Michael Hebert of EPA to Univar approves the Revised Human
Health Risk Evaluation for 1,4-Dioxane. 18 March

EPA. 2014b. Letter from Mr. Michael Hebert of EPA to Univar approving the Revised Well
Installation and Monitoring Network Work Plan. 23 April.

EPA. 2014c. Letter from Mr. Michael Hebert of EPA to Univar approving completion of Consent
Decree. 10 June.

General Electric Aviation (GEA). 2007. Letter to EPA Regarding Update on 1,4 Dioxane Sampling
Results at Former Plant 83/General Electric Operable Unit, South Valley Superfund Site. 5 July.

GEA. 2009. Shallow Zone Ground water Extraction and Monitoring Well Status, Former Plant
83/GE Operable Unit Albuquerque, New Mexico. 22 January.

GEA 2010. Letter from Mr. Dana Beaulieu of GEA to EPA outlining planned site investigations of
the GEA Manufacturing Plant. 3 August.

GEA 2010. Letter from Mr. Oscar Lackey of GEA requesting an optimization review of the Deep
Zone Monitoring Network. 19 August.

GEA 2011. Letter from Mr. Dana Beaulieu of GEA to EPA responding to recommendation in the
Fourth Five Year Review. 26 January.

GEA 2011, Letter Report from GEA to EPA, Chemical Injection Remediation Final Report
including all related ground water monitoring data and Request to Close OU 05. 9 March.

GEA 2011. Letter Mr. Dana Beaulieu of GEA to EPA requesting to abandon remaining wells and
close North Plant 83 Shallow Zone System. 9 May.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-9 August 17, 2010 thru August 26, 2015

051418


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GEA 2011. Work Plan for Remediation of Hazardous Materials East and West Tank Line Area. 12
October.

GEA 2011. GEA submits Final Report and Request for Closure of North Plant 83 Shallow Zone. 1
November.

GEA 2011. East West Tank Line Ground Water Sampling and Flow Field Sampling Plan. 4
November.

GEA 2013. Final Report for Closure of the South Plant 83 Remediation System and other unused
monitoring wells. 28 May.

GEA 2014. GEA files Declaration of Restrictive Covenants for the former GEA Manufacturing
Facility with the Bernalillo County Clerk. 16 September.

GEA 2014. Letter from Randall McAlister of GEA to EPA, Request for Closure Former Plant
83/GE Operable Unit 05. 22 September.

Geraghty & Miller, Inc. (G&M). 1985. Source Control Investigation at 3301 Edmunds Street, S.F.,
Albuquerque, New Mexico.

G&M. 1989a. Remedial Investigation Report, 3301 Edmunds Street Site, S.E., Albuquerque, New
Mexico. January.

G&M. 1989b. Feasibility Study Report, 3301 Edmunds Street Site, Albuquerque, New Mexico,
January.

G&M. 1990a. Remedial Design Report, Ground water Remediation Project, 3301 Edmunds Street
Site, Albuquerque, New Mexico. April.

G&M. 1990c. Remedial Action Plan, 3301 Edmunds Street Site, Albuquerque, New Mexico.
September.

G&M. 1995. Five Year Review of Remedial Actions at the Van Waters & Rogers Inc. 3301
Edmunds Street Site, Albuquerque, New Mexico. 8 November.

Harding Lawson Associates, Inc. (HLA). 1989. Public Health Evaluation, Van Waters &Rogers
Inc., Edmunds Street Site, Albuquerque, New Mexico. 20 January.

HLA. 2000. Revised Performance and Compliance Monitoring Plan, Plant 83/General Electric

Operable Unit, South Valley Superfund Site, Albuquerque, New Mexico. July.

Hydrometrics and Geosciences Consultants Limited (H+GCL). 1993a. Plant 83 Plume Delineation

program, Deep Zone Hydrogeologic Data Evaluation Report, Document Control No.

BOT01520.DOC.

H+GCL. 1993b. Plant 83 Plume Delineation Program, Ground water Flow Model, Draft Report.
18 August.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AC-10 August 17, 2010 thru August 26, 2015

051419


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ISOTEC 2010. Report from ISOTEC detailing field activities related to the chemical Injection
Remediation Program at OU 05. 9 September.

New Mexico Administrative Code. Various Dates. Title 20, Chapter 6, Water Quality, Part 2,
Ground and Surface Water Protection.

NMED. 2007. Discharge Permit Renewal, DP-1065, General Electric Aviation. 11 May.

NMED 2012 Ground Water Discharge Plan Renewal, DP-1065, General Electric Aviation. 12
September.

Smith Environmental Technology, Corp. (formerly Canonie). 1996. Performance and Compliance
Monitoring Plan, Plant 83/General Electric Operable Unit, South Valley Superfund Site,
Albuquerque, New Mexico. May.

Stetson Engineers, Inc. 2001. Memorandum Regarding Water Quality Sampling Results, for New
Mexico South Valley Superfund Site, Plant 83/GE Deep Zone Ground water Treatment System. 1
December.

Underground Resources Management. 1982. Hydrogeologic Investigation in the Vicinity of a
Chemical Handling Facility, Albuquerque, New Mexico.

Water Equipment Services, Inc. 2005. Second Five-year Review Report for Former Plant
83/General Electric Operable Unit South Valley Superfund Site, Albuquerque, Bernalillo County,
New Mexico. Prepared in concert with U.S. EPA Region 6 and New Mexico Environment
Department. 15 September.

South Valley Superfund Site
Albuquerque, New Mexico

051420

Fifth Five Year Review
AC-11 August 17,2010 thru August 26, 2015


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Appendix D - Interviews

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AD-1 August 17,2010 thru August 26, 2015

051421


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SUPERFUND FIVE-YEAR REIEW SITE SURVEY

Site Name: South Valley Superfund Site

EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico

Date:

Contact Made By:

Name: Michael Hebert

Title: Remedial Project
Manager	

Organization: U.S. EPA

Telephone No.: (214) 665-8315
E-Mail:

hebert.michael@epa.gov	

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202

Name: Allan Pasteris

Title: State Project Manager Organization: NMED

Telephone: (505) 827-0039
E-Mail:

allan.pasteris@state.nm.us

Street Address: 1190 St. Francis Drive
City, State, Zip: Santa Fe, New Mexico 87505

Individual Contacted:

Name: Bart Faris

Title: Environmental Scientist Organization: NMED

Telephone No: (505) 222-9521
E-Mail Address: bart.faris@state.nm.us

Street Address: 5500 San Antonio Drive
City, State, Zip: Albuquerque, NM 87106

Survey Questions

1.	What is your general impression of the work conducted at the South Valley Superfund Site?

The work has been conducted in coordination with NMED regulatory oversight of the adjacent bulk
fuel terminals according to EPA's Non-interference Compliance Order andNMED's Hydrocarbon
Remediation Agreement (HRA). The former Texaco Bulk Terminal completed all cleanup activities
and received a HRA closure in 2014. The Chevron Bulk Terminal was bought by Vicenergy in 2011
and Chevron kept the environmental responsibilities. Soil and ground water remediation was
completed in 2013-2014for all contaminant issues off-site and wells and remediation systems were
properly closed. Petroleum hydrocarbon contamination remains in the shallow perched zone on-site.

2.	What effects have site cleanup operation efforts had on the surrounding?

SVSS cleanup operation efforts have had a positive effect on the surrounding community and property
allowing for property transactions to occur without environmental liability concerns.

3.	Are you aware of any community concerns regarding the South Valley Superfund Site? If so,
please give details.

The San Jose Neighborhood Association President, Ester Abeyta, continues to follow soil and ground
water remediation efforts in the area but has not expressed negative concerns within the last few
years.

4.	Are you aware of any complaints, incidents, or activities at the site in the past five years such as
vandalism, trespassing, or emergency responses from local authorities? If so, please provide details.

No I am not. The area has traditionally been an illegal solid waste dumping ground but I am not
aware of any major incidents within the last 5 years.

5.	Do you feel well informed about the site's activities and progress? If not, please indicate how you
would like to be informed about site activities - for example by e-mail, regular mail, fact sheets,
meetings, etc.

Yes I am informed

6.	Do you have any comments, suggestions, or recommendations regarding the site's management or
operation?

None at this time.

South Valley Superfund Site
Albuquerque, New Mexico

AD-2

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051422


-------
SUPERFUND FIVE-YEAR REVIEW SITE SURVEY

Site Name: South Valley Superfund Site

EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico

Date: 1/16/15

Contact Made By:

Name: Michael Hebert

Title: Remedial Project
Manager	

Organization: U.S. EPA

Telephone No.: (214) 665-8315
E-Mail: hebert.michael@epa.gov

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202	

Name: Allan Pasteris

Title: State Project Manager Organization: NMED

Telephone: (505) 827-0039
E-Mail:

al 1 an. paste ri s <7 .state. n m. us

Street Address: 1190 St. Francis Drive
City, State, Zip: Santa Fe, New Mexico 87505

Individual Contacted:

Name: Gabe Lewis

Title: Project Manager

Organization: Chevron

Telephone No: (925) 790-3954

E-Mail Address: gabelewis@chevron.com

Street Address: 6101 Bollinger Canyon Road
City, State, Zip: San Ramon, CA 94583

Survey Questions

1.	What is your general impression of the work conducted at the South Valley Superfund Site?

Positive, the contract remediation personnel were accommodating and informative during Chevron's
recent remediation system removal activities at the active terminal near the site.

2.	What effects have site cleanup operation efforts had on the surrounding area?

The ground water remediation system pumps and treats a large volume of water; remediation of the
area will provide real estate opportunities.

3. Are you aware of any community concerns regarding the South Valley Superfund Site? If so,

give details.

No.

please

4.	Are you aware of any complaints, incidents, or activities at the site in the past five years such as
vandalism, trespassing, or emergency responses from local authorities? If so, please provide details.

Chevron experienced some trespassing and theft of recyclable material during the remediation system
removal activities at the active terminal near the site in 2013 and 2014.

5.	Do you feel well informed about the site's activities and progress? If not, please indicate how you
would like to be informed about site activities - for example by e-mail, regular mail, fact sheets,
meetings, etc.

Yes, information is sufficient.

6.	Do you have any comments, suggestions, or recommendations regarding the site's management or
operation?

No.

South Valley Superfund Site
Albuquerque, New Mexico

AD-3

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051423


-------
SUPERFUND FIVE-YEAR REVIEW SITE SURVEY

Site Name: South Valley Superfund Site

EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico

Date:

Contact Made By:

Name: Michael Hebert

Title: Remedial Project Manager Organization: U.S. EPA

Telephone No.: (214) 665-8315
E-Mail:

hebert.michael@epa.gov	

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202

Name: Allan Pasteris

Title: State Project Manager

Organization: NMED

Telephone: (505) 827-0039
E-Mail:

al 1 an. paste ri s <7 .state. n m. us

Street Address: 1190 St. Francis Drive
City, State, Zip: Santa Fe, New Mexico 87505

Individual Contacted:

Name: Julie Einerson

Title: GE Contract
Environmental Manager

Organization:

Telephone No: (505) 440-2905
E-Mail Address: julie.einerson@ge.com

Street Address:
City, State, Zip:

Survey Questions

1.	What is your general impression of the work conducted at the South Valley Superfund Site?

My impression is that the SVSSproject is well managed and continues to progress toward completion.
Three Operable Units (OUs 1, 2, and 5) are already complete, and OU 6 is on track to achieving the
goal of reaching A RA lis in the ground water. OUs 2, 5, and 6 are managed by GE.

2.	What effects have site cleanup operation efforts had on the surrounding?

To date, I haven 't observed any impacts to the surrounding area related to the cleanup operations.

3.	Are you aware of any community concerns regarding the South Valley Superfund Site? If so, please
give details.

No, my observations from the public meeting in 2013 did not indicate any concerns with the SVSS
cleanup operations.

4.	Are you aware of any complaints, incidents, or activities at the site in the past five years such as
vandalism, trespassing, or emergency responses from local authorities? If so, please provide details.

No

5.	Do you feel well informed about the site's activities and progress? If not, please indicate how you
would like to be informed about site activities - for example by e-mail, regular mail, fact sheets,
meetings, etc.

Yes, I am well informed from the EPA Fact Sheets.

6.	Do you have any comments, suggestions, or recommendations regarding the site's management or
operation?

No

South Valley Superfund Site
Albuquerque, New Mexico

AD-4

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051424


-------
SUPERFUND FIVE-YEAR REVIEW SITE SURVEY

Site Name: South Valley Superfund Site

EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico

Date:

Contact Made By:

Name: Michael Hebert

Title: Remedial Project Manager Organization: U.S. EPA

Telephone No.: (214) 665-8315
E-Mail:

hebert.michael@epa.gov	

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202

Name: Allan Pasteris

Title: State Project Manager

Organization: NMED

Telephone: (505) 827-0039
E-Mail:

al 1 an. paste ri s <7 .state. n m. us

Street Address: 1190 St. Francis Drive
City, State, Zip: Santa Fe, New Mexico 87505

Individual Contacted:

Name: Rick Shean

Title: Water Quality Hydrologist Organization: ABCWUA

Telephone No: (505) 289-3025
E-Mail Address: flshean@abcwua

Street Address: P.O. Box 568

City, State, Zip: Albuquerque, NM 87103

Survey Questions

1.	What is your general impression of the work conducted at the South Valley Superfund Site?

Monitoring and remediation activities appear to be within the work plan schedule.

2.	What effects have site cleanup operation efforts had on the surrounding AREA?

Unaware of effects on the area due to the cleanup effort. No current discussions of expanding Water
Authority drinking water infrastructure in this area.

3.	Are you aware of any community concerns regarding the South Valley Superfund Site? If so, please
give details.

Not aware of any.

4.	Are you aware of any complaints, incidents, or activities at the site in the past five years such as
vandalism, trespassing, or emergency responses from local authorities? If so, please provide details.

Not aware.

5.	Do you feel well informed about the site's activities and progress? If not, please indicate how you
would like to be informed about site activities - for example by e-mail, regular mail, fact sheets,
meetings, etc.

I do receive regular emails regarding the extraction / re-injection of water related to treatment
activities, but more frequent distribution of water quality data and reports would be appreciated.

6.	Do you have any comments, suggestions, or recommendations regarding the site's management or
operation?

None at this time.

South Valley Superfund Site
Albuquerque, New Mexico

AD-5

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051425


-------
SUPERFUND FIVE-YEAR REIEW SITE SURVEY

Site Name: South Valley Superfund Site

EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico

Date:

Contact Made By:

Name: Michael Hebert

Title: Remedial Project Manager Organization: U.S. EPA

Telephone No.: (214) 665-8315
E-Mail:

hebert.michael@epa.gov	

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202

Name: Allan Pasteris

Title: State Project Manager

Organization: NMED

Telephone: (505) 827-0039
E-Mail:

allan.pasteris@state.nm.us

Street Address: 1190 St. Francis Drive
City, State, Zip: Santa Fe, New Mexico 87505

Individual Contacted:

Name: John Billiard, PE

Title: Principle Engineer

Organization: Axis Group, Inc.

Telephone No: (303) 332-5757
E-Mail Address: jwb@axisgroupinc.com

Street Address: 1101 West Mineral Ave., Suite
102; City, State, Zip: Littleton, CO 80120

Survey Questions

1. What is your overall impression of the project? (general sentiment) The project continues to progress
toward completion. Three Operable Units (OUs 1, 2, and 5) are already complete, and OU 6 is on
track to achieving its goals of reaching ARARs in the ground water. OUs 2, 5, and 6 are managed by
GE.

2.	Is the remedy functioning as expected? How well is the remedy performing?

OU 5 (Shallow Ground water) functioned as designed and all remediation goals were met.

Accordingly, operations and monitoring for OU 5 were terminated August 2012.

OU 6 (Deep Ground water) is functioning as designed. Ground water level and quality data collected
to date demonstrates capture, containment, treatment, and reinjection of treated water back to the
aquifer. To date, about 6.7 billion gallons of ground water have been extracted, treated to non-detect
levels, and returned to the aquifer.

3.	What does the monitoring data show? Are there any trends that show contaminant levels are
decreasing?

For OU 5 (Shallow Ground water), ground water data indicated that the remediation goals were met,
and as a result, operations and monitoring were terminated and the system was closed. Field work was
terminated in August 2012.

For OU 6 (Deep Ground water), nearly all of the ground water data indicate levels of dissolved VOCs
in ground water are decreasing. Only one ground water sample port indicates that dissolved VOCs in
ground water are not decreasing. Currently, ground water in two small areas within the aquifer has
VOCs above ARARs and two new extraction wells are being installed to address these areas. The new
extraction wells should be in service by the end of Q1 2015.

4.	Is there a continuous on-site O&M presence? If so, please describe staff and activities. If there is not a
continuous on-site presence, describe staff and frequency of site inspections and activities.

Two engineers attended to OU 5 (Shallow Ground water), during normal work hours when the system
was operating. However, since August 2012, field activities are no longer required for OU 5.

The OU 6 (Deep Ground water) remediation system operates on a continuous basis (i.e. 24/7/365).
Two engineers currently work at the OU 6 remediation system during normal working hours, five days a

Fifth Five Year Review
AD-6 August 17, 2010 thru August 26, 2015

South Valley Superfund Site
Albuquerque, New Mexico

051426


-------
week. When the operators are not physically at the site, an automated system will alert them via
telephone call if the remediation system requires attention. When necessary, one of the operators will
return to the site and attend to the remediation system as required outside of normal work hours
(evenings and weekends).

5.	Have there been any significant changes in the O&M requirements, maintenance schedules, or
sampling routines in the last five years? If so, do they affect the protectiveness or effectiveness of the
remedy? Please describe changes and impacts.

OU 5 (Shallow Ground water) met all remediation goals, and as a result all field work was terminated
August 2012.

The Deep Zone Ground water Remediation System has been and continues to be protective of human
health and the environment. Minor modifications to the ground water sample program have been made
for efficiency and after discussions with the regulatory agencies. Based on ground water data, the
ground water extraction and injection systems have been modified to improve the efficiency of the
overall system. Currently, two new extraction wells and a replacement injection well are being
installed and are expected to be operational by the end of Q1 2015.

6.	Have there been unexpected O&M difficulties or costs at the site since the last five years? If so,
please give details.

There have not been unexpected O&M difficulties at the Deep Zone Ground water Remediation System.

7.	Have there been opportunities to optimize O&M, or sampling efforts? Please describe changes and
resultant or desired cost savings or improved efficiency.

Currently, a replacement injection well and two new extraction wells are being installed and are
expected to be operational by the end of Q1 2015. This work is being conducted to more efficiently
target areas of the Deep Ground water that continue to indicate low levels of dissolved VOCs above
ARARs.

8.	Do you have any comments, suggestions, or recommendations regarding the project?

No.

South Valley Superfund Site
Albuquerque, New Mexico

051427

Fifth Five Year Review
AD-7 August 17, 2010 thru August 26, 2015


-------
SUPERFUND FIVE-YEAR REIEW SITE SURVEY

Site Name: South Valley Superfund Site

EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico

Date:

Contact Made By:

Name: Michael Hebert

Title: Remedial Project Manager

Organization: U.S. EPA

Telephone No.: (214) 665-8315
E-Mail:

hebert. michael(S>epa.eov

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202

Name: Allan Pasteris

Title: State Project Manager

Organization: NMED

Telephone: (505) 827-0039
E-Mail:

al 1 an. paste ris'
-------
1.	What is your overall impression of the project? (general sentiment)

Very Good. Communication open and all parties cooperative.

2.	Is the remedy functioning as expected? How well is the remedy performing?

During the last 5 years, the Volatile Organic Compound (VOC) remedy was completed and functioned
very well. The VOC remedial systems were turned off during the previous 5 year review and post
remediation monitoring was completed during this 5 year review period (2010-2015). The USEPA and
NMED issued a notice of completion dated 6/10/14 that acknowledged Univar had completed all of the
requirements of the Consent Decree as they relate to the Constituents of Concern in ground water with the
exception of 1,4-dioxane. The VOC remedy infrastructure and treatment system are still in place. The
remedy may be modified to treat 1,4-dioxane once the extent of impact is defined.

3.	What does the monitoring data show? Are there any trends that show contaminant levels are
decreasing?

During the last 5years, the VOC remedy was completed (see above). Concentrations of 1,4-dioxane have
been detected at the site and a risk based clean up goal was established. The remedy may be modified to
treat 1,4-dioxane once the extent of impact is defined.

4.	Is there a continuous on-site O&M presence? If so, please describe staff and activities. If there is not a
continuous on-site presence, describe staff and frequency of site inspections and activities.

There is not a continuous on-site O&M presence as the system is currently shut down and the
infrastructure and treatment system are still in place. Univar still operates at the facility so there are
personnel and security at the facility. Periodic ground water monitoring is still occurring at least annually
and the wells are inspected at that time. The remedy may be modified to treat 1,4-dioxane once the extent
is defined

5.	Have there been any significant changes in the O&M requirements, maintenance schedules, or sampling
routines in the last five years? If so, do they affect the protectiveness or effectiveness of the remedy?

Please describe changes and impacts.

The VOC remedy is complete (see above) so there was no continued O&M or maintenance requirements
during the last 5years. The remedy may be modified to treat 1,4-dioxane once the extent is defined.
Ground water monitoring schedules have been modified over the past 5 years to account for the reduction
in VOC monitoring and monitoring of the 1,4-dioxane.

6.	Have there been unexpected O&M difficulties or costs at the site since the last five years? If so, please
give details.

The only issue was a protective well cover was damaged during road grading by NMDOT on the NMDOT
property. The actual well was not damaged.

7.	Have there been opportunities to optimize O&M, or sampling efforts? Please describe changes and
resultant or desired cost savings or improved efficiency.

Ground water monitoring schedules have been modified to remove the requirement for VOC monitoring
and continue to monitor for 1,4-dioxane. This had resulted in a cost savings due to the reduction in the
number of wells, frequency, and analytical methods, however, this is only temporary until such time as the
extent of 1,4-dioxane is determined and the remedy modified.

8.	Do you have any comments, suggestions, or recommendations regarding the project?

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AD-9 August 17, 2010 thru August 26, 2015

051429


-------
Site Name: South Valley Superfund Site EPA ID No.: NMD980745558

Location: Albuquerque, Bernalillo County, New Mexico Date:
Contact Made By:

Name: Michael Hebert

Title: Remedial Project Manager Organization: U.S. EPA

Telephone No.: (214) 665-8315 E-
Mail:

hebert.michael(®,epa.aov

Street Address: 1455 Ross Avenue, Suite 1200
City, State, Zip: Dallas, Texas 75202

Name: Allan Pasteris

Title: State Project Manager Organization: NMED

Telephone: (505) 827-0039
E-Mail: allan.Dasterisi®,state.nm.us

Street Address: 1190 St. Francis Drive
City, State, Zip: Santa Fe, New Mexico 87505

Individual Contacted:

Name: Steve and Ester Abeyta

Title: Residents Organization: San Jose
Community Member

Telephone No: (505) 440-1669 cell

(505) 244-9395 home

E-Mail Address: SJNAI(S>live.com

Street Address: 2419 Williams SE
City, State, Zip: Albuquerque , NM 87102

Survey Questions

1.	What is your general impression of the work conducted at the South Valley Superfund Site?

Some progress was made - not enough progress was achieved.

2.	What effects have site cleanup operation efforts had on the surrounding?

The cleanup operation has released additional amounts of Volatile Organic Compounds into the area
through air stripping methods used at the remediation facility. It has also given the community of San
Jose a reputation of an area to locate heavy polluting industries. The community of San Jose has a stigma
of have bad water in its community.

3.	Are you aware of any community concerns regarding the South Valley Superfund Site? If so, please
give details.

Our property values have reduced, if a person sells their home they have to disclose they live in a
superfund area. The water is still bad.

4.	Are you aware of any complaints, incidents, or activities at the site in the past five years such as
vandalism, trespassing, or emergency responses from local authorities? If so, please provide details. N/A

5.	Do you feel well informed about the site's activities and progress? If not, please indicate how you
would like to be informed about site activities - for example by e-mail, regular mail, fact sheets, meetings,
etc.

No /feel we are not being informed on any aspects of the project. My husband and I went to meetings and
even visited the remediation site with Richard Moore. We were told at a meeting two years, the project
was winding down and all GE needed to do was get the water to safe drinking standards. The
representative from GE had a callousness attitude toward the people affected by the pollution spills that
came from GE and the other sites responsible for poisoning our ground water. It was like you 're going to
get federal safe drinking water standards and we do not care to make the water any better than that. We
need to be informed and given quality information by many media options.

6.	Do you have any comments, suggestions, or recommendations regarding the site's management or
operation?

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AD-10 August 17,2010 thru August 26, 2015

051430


-------
Many residents of the San Jose neighborhood have been concerned about the potential placement of the
Sunport Extension in regards to how this highway is slated to run right through the area of many of the
monitoring wells of the Superfund Site. During our Last visit to a public meeting in February of 2013
around the South Valley SuperfUnd site, all parties involved in the cleanup kept emphasizing the
importance of the cleanup and finishing the remediation as soon as possible.

These points on the timeliness of the cleanup are also of upmost importance to San Jose residents and
now we are wondering what the impact on the cleanup will be with the Sunport Extension designed to run
right through the remediation site. We have read that many of the monitoring wells will be displaced to
make room for this highway extension. Our concern with these wells being removed is that the water that
is being tested is now going to be taken from another location and could provide different and not as
reliable water testing data on how much the water is really being remediated at the South Valley
Superfund site.

Community members and partners in the cleanup process need to have as reliable of data as possible in
order to ensure that our water is cleaned up effectively. Many community members have not been in favor
of this highway extension, yet they are in favor of getting the South Valley Superfund site cleaned up
without any further delay. Thus we want to recommend that the Sunport Extension not be built in this
area, and for it to not be able to impact the operations of this site and its clean up. The remediation of
this site is a higher priority than allowing a highway extension to be built in the area. We would also like
to have a response from the EPA and other affiliated parties of this site on how they plan on addressing
the impacts from the Sunport Extension.

How EPA and NMED is going to hand out Ready for Reuse determination and/or letter of assurance of
landowner liability protection from the South Valley Superfund site to Bernalillo County Public Works
and/or land owners who properties are now designated as brownfieldproperties. Liability protection
from the geographic area of the South Valley Superfund site will give land owners the financial
opportunity to redevelopment and restoration their land through EPA's Brownfield programs.

While the residents of San Jose who have suffered for decades with health disparities from the
contamination of their ground water and air from polluting industries will not receive the same extended
treatment of the land owners of undeveloped land within the geographic area of the South Valley
Superfund site.

Revitalization of the community of San Jose should be a priority of EPA, NMED and GE. The residents of
San Jose did not create the situation that we are in. Many people have benefited from industries in San
Jose, but while others enjoy the benefits the residents of San Jose pay the price.

Our water should be restored back to its original pristine state before our water was contaminated not
just to GE and EPA drinking water standards.

South Valley Superfund Site
Albuquerque, New Mexico

051431

Fifth Five Year Review
AD-11 August 17,2010 thru August 26, 2015


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Appendix E

Site Inspection Checklist
Inspection Photographs
Public Notice

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-1 August 17, 2010 thru August 26, 2015

051432


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I. SITE INFORMATION

Site name: South Valley Superfund Site -

Date of inspection: January 27, 2015

GEA



Location and Region: Albuquerque, New

EPA ID: NMD980745558

Mexico



Agency, office, or company leading the

Weather/temperature: Partly Cloudy, Calm,

five-year review: EPA Region 6

50s

Remedy Includes: (Check all that apply)



Landfill cover/containment

Monitored natural attenuation

X Access controls

Ground water containment

X Institutional controls

Vertical barrier walls

X Ground water pump and treatment



Surface water collection and treatment

Other







Attachments: X Inspection team roster attached _ Site map attached

II. INTERVIEWS (Check all that apply)

1. O&M site manager John Billiard

Technical Director 1/27/2015

Name

Title Date

Interviewed X at site at office by phone

Phone no. ("303} 332-5757

Problems, suggestions; X Report attached Survev form attached to report; interview at site

as well.



2. O&M staff Leonard Stockton Jr. Senior Engineer 1/27/2015

Name

Title Date

Interviewed at site at office by phone

Phone no. ("505} 247-3919

Problems, suggestions; _ Report attached



South Valley Superfund Site
Albuquerque, New Mexico

051433

Fifth Five Year Review
AE-2 August 17, 2010 thru August 26, 2015


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3. Local regulatory authorities and response agencies (i.e., State and Tribal offices,

emergency response office, police department, office of public health or environmental
health, zoning office, recorder of deeds, or other city and county offices, etc.) Fill in all
that apply.

Agency New Mexico Environment Department
Contact BartFaris	Environmental Sci.

Name	Title

Problems; suggestions; X Report attached

12/12/2014 (505") 222-9521
Date Phone no.

Agency Albuquerque Bernalillo County Water Utility Authority
Contact Rick Shean Hvdrologist 1/22/2015 (505") 289-3025
Name	Title	Date	Phone no.

Problems; suggestions; X Report attached

Agency
Contact

Name

Problems; suggestions; Report attached

Title

Date

Phone no.

4. Other interviews (optional) X Report attached.

Ester and Steven Abeyta, San Jose Neighborhood Residents

Katy Brantingham, ARCADIS, Inc.

Julie Enerson, GEA Albuquerque

Gabe Lewis, Chevron

III. ON-SITE DOCUMENTS & RECORDS VERIFIED (Check all that apply)

1. O&M Documents
X O&M manual
X As-built drawings
X Maintenance logs
Remarks

X Readily available X_ Up to date _N/A
X Readily available X_ Up to date _N/A
X Readily available X_ Up to date _N/A

2. Site-Specific Health and Safety Plan	X_ Readily available X_ Up to date

_N/A

X Contingency plan/emergency response plan X Readily available X Up to date

_N/A

Remarks HASP 2014 and PCMP 2014

South Valley Superfund Site
Albuquerque, New Mexico

AE-3

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051434


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3. O&M and OSHA Training Records X_Readily available X_Up to date _N/A
Remarks Leonard Stockton and Louis Keating (Both on file at treatment plant office)

4.	Permits and Service Agreements

_Air discharge permit	_Readily available _Up to date X N/A

X Effluent discharge	XReadily available X_Up to date _N/A

_Waste disposal, POTW	_Readily available _Up to date X N/A

_Other permits	 _Readily available _Up to date X N/A

Remarks Ground Water Discharge Plan DP 1625. September 21. 2012	

5.	Gas Generation Records Readily available Up to date X N/A
Remarks	

6.	Settlement Monument Records Readily available Up to date X N/A
Remarks	

7.	Ground water Monitoring Records XReadily available X_Up to date _N/A
Remarks Annual and Semi-Annual Reports	

8.	Leachate Extraction Records Readily available Up to date X N/A
Remarks	

9.	Discharge Compliance Records

_Air _Readily available _Up to date _N/A
X Water (effluent) X Readily available X Up to date _N/A
Remark s Records Provided Monthly	

10.	Daily Access/Security Logs X_ Readily available X_ Up to date _N/A
Remarks Sign in Sheet hanging by the Treatment Building Office	

IV. O&M COSTS
1. O&M Organization
State in-house	Contractor for State

PRP in-house	X Contractor for PRP

_Federal Facility in-house Contractor for Federal Facility
Other

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-4 August 17, 2010 thru August 26, 2015

051435


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2. O&M Cost Records
Readily available Up to date
Funding mechanism/agreement in place
Original O&M cost estimate	 Breakdown attached

Total annual cost by year for

review period if available



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date	Date	Total cost

3. Unanticipated or Unusually High O&M Costs During Review Period

Describe costs and reasons: Optimization of Deep Zone Remedial System that include
extraction well pump testing and two new extraction wells.	

V. ACCESS AND INSTITUTIONAL CONTROLS X_ Applicable _N/A

A.	Fencing

1. Fencing damaged _ Location shown on site map X= Gates secured _ N/A

Remarks	Deep Zone Aquifer Treatment System: Treatment building is surrounded by a

security fence: it is 9-ft high and consists of an 8-ft high chain-link fabric and three strands of
barbed-wire supported by 45-degree extensions. Access is controlled by the plant personnel.
All wells are outside of the fenced area but they are secured, extraction wells at the deep zone
aquifer being also equipped with alarm systems after vandalism affected system operation.
Access at the deep zone aquifer controlled by the Contractor.	

B.	Other Access Restrictions

1. Signs and other security measures _ Location shown on site map X_ N/A
Remarks

C. Institutional Controls (ICs)

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-5 August 17, 2010 thru August 26, 2015

051436


-------
1. Implementation and enforcement

Site conditions imply ICs not properly implemented	_Yes X No _N/A

Site conditions imply ICs not being fully enforced	_Yes X No _N/A

Type of monitoring (e.g., self-reporting, drive by) Reporting by other entities to EPA; New
Mexico Office of the State Engineers (NMOSE) drilling restrictions; ground water discharge
permit	

Frequency 	monthly reporting of discharged volumes, quarterly sampling for ground water

permit	

Responsible party/agency GEA; EPA; NMED	

Contact

Name	Title	Date Phone no.

Reporting is up-to-date	X Yes	_No _N/A

Reports are verified by the lead agency	X Yes	_No _N/A

Specific requirements in deed or decision documents have been met _Yes _No X_ N/A

Violations have been reported	_Yes _No X N/A

Other problems or suggestions: Report attached

EPA region 6 receives periodic report from entities covered by the Unilateral Order.
NMOSE restricts issuing permits for drilling vicinity of the Site. NMED issued permit for
ground water discharges	

2. Adequacy X ICs are adequate _ICs are inadequate _N/A
Remarks	

D. General

1.	Vandalism/trespassing Location shown on site map X No vandalism evident
Remarks	

2.	Land use changes on site X N/A

Remarks	

3.	Land use changes off site X_ N/A

Remarks	

VI. GENERAL SITE CONDITIONS
A. Roads X Applicable _N/A

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-6 August 17, 2010 thru August 26, 2015

051437


-------
1. Roads damaged Location shown on site map X Roads adequate _N/A
Remarks	

B. Other Site Conditions

Remarks The site's general appearance was excellent and well maintained.
VII. LANDFILL COVERS Applicable X_N/A

A. Landfill Surface

1.	Settlement (Low spots) Location shown on site map Settlement not evident
Areal extent	Depth	

Remarks	

2.	Cracks	_ Location shown on site map	_ Cracking not evident

Lengths	 Widths	 Depths	

Remarks	

3.	Erosion _ Location shown on site map	_ Erosion not evident
Areal extent	Depth	

Remarks	

4.	Holes _ Location shown on site map _ Holes not evident
Areal extent	Depth	

Remarks	

5.	Vegetative Cover _Grass	Cover properly established _No signs of stress
Trees/Shrubs (indicate size and locations on a diagram)

Remarks	

6.	Alternative Cover (armored rock, concrete, etc.)	_N/A

Remarks	

7.	Bulges _ Location shown on site map	_ Bulges not evident
Areal extent	Height	

Remarks

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-7 August 17, 2010 thru August 26, 2015

051438


-------
Wet Areas/Water Damage _Wet areas/water damage not evident

_ Wet areas
_ Ponding

_ Seeps

_ Soft subgrade

Remarks

Location shown on site map
Location shown on site map

Location shown on site map

Location shown on site map

Areal extent_
Areal extent_

Areal extent_

Areal extent

9. Slope Instability
instability

Areal extent	

Remarks

Slides Location shown on site map No evidence of slope

B. Benches	_Applicable X N/A

(Horizontally constructed mounds of earth placed across a steep landfill side slope to interrupt
the slope in order to slow down the velocity of surface runoff and intercept and convey the
runoff to a lined channel.)

1. Flows Bypass Bench
Remarks

Location shown on site map

_N/A or okay

2. Bench Breached

Location shown on site map

_N/A or okay

Remarks







3. Bench Overtopped

Location shown on site map

_N/A or okay

Remarks







C. Letdown Channels_Applicable X N/A

(Channel lined with erosion control mats, riprap, grout bags, or gabions that descend down the
steep side slope of the cover and will allow the runoff water collected by the benches to move
off of the landfill cover without creating erosion gullies.)

1. Settlement

Areal extent	

Remarks

_ Location shown on site map
	Depth	

No evidence of settlement

South Valley Superfund Site
Albuquerque, New Mexico

AE-8

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051439


-------
Material Degradation _ Location shown on site map _ No evidence of degradation
	 Areal extent	

2.

Material type
Remarks

3. Erosion

Areal extent	

Remarks

Location shown on site map
Depth	

No evidence of erosion

4. Undercutting

Areal extent	

Remarks

Location shown on site map _ No evidence of undercutting
Depth	

5. Obstructions Type_

Location shown on site map

Size

Remarks

_No obstructions
Areal extent

6. Excessive Vegetative Growth	Type	

_No evidence of excessive growth
Vegetation in channels does not obstruct flow
Location shown on site map	Areal extent_

Remarks

D. Cover Penetrations

_Applicable X N/A

1.	Gas Vents	_Active _Passive

Properly secured/locked Functioning Routinely sampled Good condition
Evidence of leakage at penetration	Needs Maintenance

_N/A

Remarks	

2.	Gas Monitoring Probes

_ Properly secured/locked _ Functioning _ Routinely sampled _ Good condition
_ Evidence of leakage at penetration	_ Needs Maintenance _ N/A

Remarks

South Valley Superfund Site
Albuquerque, New Mexico

AE-9

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051440


-------
3. Monitoring Wells (within surface area of landfill)



Properly secured/locked Functioning Routinely sampled Good condition

_Evidence of leakage at penetration _Needs Maintenance _N/A



Remarks





4. Leachate Extraction Wells



_ Properly secured/locked _ Functioning _ Routinely sampled

_ Good condition

_ Evidence of leakage at penetration _ Needs Maintenance

_ N/A

Remarks





5. Settlement Monuments Located Routinely surveyed

_N/A

Remarks





E. Gas Collection and Treatment Applicable X N/A

1. Gas Treatment Facilities



Flaring Thermal destruction Collection for reuse



Good condition Needs Maintenance



Remarks





2. Gas Collection Wells, Manifolds and Piping



Good condition Needs Maintenance



Remarks





3. Gas Monitoring Facilities (e.g., gas monitoring of adjacent homes or

buildings)

_Good condition _Needs Maintenance _N/A



Remarks





F. Cover Drainage Layer _Applicable X N/A

1. Outlet Pipes Inspected Functioning _N/A



Remarks





2. Outlet Rock Inspected Functioning _N/A



Remarks





G. Detention/Sedimentation Ponds _Applicable X N/A

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-10 August 17, 2010 thru August 26, 2015

051441


-------
1. Siltation

Areal extent Depth

N/A

_ Siltation not evident

Remarks





2. Erosion Areal extent Depth

Erosion not evident



Remarks





3. Outlet Works

Functioning N/A

Remarks





4. Dam

Functioning N/A

Remarks





H. Retaining Walls

_Applicable X N/A

1. Deformations

Location shown on site map Deformation not evident

Horizontal displacement Vertical displacement

Rotational displacement

Remarks





2. Degradation

Location shown on site map Degradation not evident

Remarks





I. Perimeter Ditches/Off-Site Discharge _Applicable X N/A

1. Siltation

Location shown on site map Siltation not evident

Areal extent

Depth

Remarks





2. Vegetative Growth _Location shown on site map _N/A

Vegetation does not impede flow

Areal extent

Type

Remarks





South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-11 August 17,2010 thru August 26, 2015

051442


-------
3.	Erosion Location shown on site map	Erosion not evident
Areal extent	Depth	

Remarks	

4.	Discharge Structure _Functioning	_N/A
Remarks

VIII. VERTICAL BARRIER WALLS Applicable	X_N/A

1.	Settlement Location shown on site map	Settlement not evident
Areal extent	Depth	

Remarks	

2.	Performance Monitoring Type of monitoring	

Performance not monitored Frequency	Evidence of breaching

Head differential	

Remarks

IX. GROUND WATER/SURF ACE WATER REMEDIES X Applicable _N/A
A. Ground water Extraction Wells, Pumps, and Pipelines X_ Applicable _N/A
1. Pumps, Wellhead Plumbing, and Electrical

X Good condition X_ All required wells properly operating _Needs Maintenance _N/A
Remarks

2.	Extraction System Pipelines, Valves, Valve Boxes, and Other Appurtenances
X Good condition Needs Maintenance

Remarks	

3.	Spare Parts and Equipment

X Readily available X Good condition Requires upgrade Needs to be provided
Remarks	

B. Surface Water Collection Structures, Pumps, and Pipelines Applicable X N/A

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-12 August 17, 2010 thru August 26, 2015

051443


-------
1. Collection Structures, Pumps, and Electrical
Good condition Needs Maintenance
Remarks

2. Surface Water Collection System Pipelines, Valves, Valve Boxes, and Other
Appurtenances

Good condition	Needs Maintenance

Remarks

3. Spare Parts and Equipment
Readily available Good condition Requires upgrade Needs to be provided
Remarks

C. Treatment System	XApplicable _N/A

1. Treatment Train (Check components that apply)

Metals removal	Oil/water separation	Bioremediation

X Air stripping	X Carbon adsorbers

X Filters	

X Additive (e.g., chelation agent, flocculent) AquaMag and pH control

Others	

X Good condition	Needs Maintenance

X Sampling ports properly marked and functional
X Sampling/maintenance log displayed and up to date
X Equipment properly identified

X Quantity of ground water treated annually See Report	

Quantity of surface water treated annually	

Remarks

2. Electrical Enclosures and Panels (properly rated and functional)
_N/A	X Good condition _Needs Maintenance

Remarks

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-13 August 17, 2010 thru August 26, 2015

051444


-------
3. Tanks, Vaults, Storage Vessels

_N/A	X Good condition _Proper secondary containment _Needs

Maintenance

Remarks

4. Discharge Structure and Appurtenances

_N/A	X Good condition _Needs Maintenance

Remarks

5. Treatment Building(s)

_N/A	X Good condition (esp. roof and doorways)	_Needs repair

Chemicals and equipment properly stored
Remarks

6. Monitoring Wells (pump and treatment remedy)

X Properly secured/locked X Functioning X Routinely sampled X Good condition
X All required wells located _Needs Maintenance	_N/A

Remarks

D. Monitoring Data	X Applicable	_ N/A

1.	Monitoring Data

X Is routinely submitted on time	X Is of acceptable quality

2.	Monitoring data suggests:

X Ground water plume is effectively contained X Contaminant concentrations are declining
D. Monitored Natural Attenuation X Applicable	_N/A

South Valley Superfund Site
Albuquerque, New Mexico

051445

Fifth Five Year Review
AE-14 August 17,2010 thru August 26,2015


-------
1.	Monitoring Wells (natural attenuation remedy)

Properly
secured/locked

Functioning
Routinely
sampled	Good condition

_A11 required wells
located	_Needs

Maintenance

_N/A

Remarks

X.	OTHER REMEDIES	

If there are remedies applied at the site which are not covered above, attach an inspection sheet
describin the physical nature and condition of any facility associated with the remedy. An
example would be soil vapor extraction.

XI.	OVERALL OBSERVATIONS
A. Implementation of the Remedy

Describe issues and observations relating to whether the remedy is effective and functioning as
designed. Begin with a brief statement of what the remedy is to accomplish (i.e., to contain
contaminant plume, minimize infiltration and gas emission, etc.).

Remedy functioned as designed.	

B.	Adequacy of O&M

Describe issues and observations related to the implementation and scope of O&M procedures.
In particular, discuss their relationship to the current and long-term protectiveness of the
remedy.

	Current O&M activities for wells are adequate.	

C.	Early Indicators of Potential Remedy Problems

Describe issues and observations such as unexpected changes in the cost or scope of O&M or a
high frequency of unscheduled repairs, that suggest that the protectiveness of the remedy may
be compromised in the future.

There are no early indicators of potential remedy failure.	

D.	Opportunities for Optimization

South Valley Superfund Site
Albuquerque, New Mexico

051446

Fifth Five Year Review
AE-15 August 17,2010 thru August 26, 2015


-------
Describe possible opportunities for optimization in monitoring tasks or the operation of the
remedy.

See Five-Year Review report.	

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-16 August 17, 2010 thru August 26, 2015

447


-------
I. SITE INFORMATION

Site name: South Valley Superfund Site -

Date of inspection: January 28, 2015

Univar



Location and Region: Albuquerque, New

EPA ID: NMD980745558

Mexico



Agency, office, or company leading the

Weather/temperature:

five-year review: EPA Region 6



Remedy Includes: (Check all that apply)



Landfill cover/containment

Monitored natural attenuation

X Access controls

Ground water containment

X Institutional controls

Vertical barrier walls

X Ground water pump and treatment



Surface water collection and treatment

Other







Attachments: X Inspection team roster attached _ Site map attached

II. INTERVIEWS (Check all that apply)

1. O&M site manager Katv Brantingham

ARCADIS Proiect Manager 1/28/2015

Name

Title Date

Interviewed X at site at office by phone

Phone no. ('602^)659-3252

Problems, suggestions; X Report attached Survev form attached to report; interview at site

as well.



2. O&M staff None at Site

NA

Name

Title Date

Interviewed at site at office by phone

Phone no.

Problems, suggestions; _ Report attached



South Valley Superfund Site
Albuquerque, New Mexico

051448

Fifth Five Year Review
AE-17 August 17,2010 thru August 26,2015


-------
3. Local regulatory authorities and response agencies (i.e., State and Tribal offices,

emergency response office, police department, office of public health or environmental
health, zoning office, recorder of deeds, or other city and county offices, etc.) Fill in all
that apply.

Agency New Mexico Environment Department	

Contact Bart Faris	Environmental Sci. 12/12/2014 (505) 222-9521

Name	Title	Date Phone no.

Problems; suggestions; X Report attached

Agency Albuquerque Bernalillo County Water Utility Authority
Contact Rick Shean Hvdrologist 1/22/2015 (505) 289-3025
Name	Title	Date	Phone no.

Problems; suggestions; X Report attached

Agency	

Contact

Name	Title	Date Phone no.

Problems; suggestions; Report attached

4. Other interviews (optional) X Report attached.
Ester and Steven Abeyta, San Jose Neighborhood Residents
John Billiard, Axis Group, Inc.

Julie Einerson, GEA

III. ON-SITE DOCUMENTS & RECORDS VERIFIED (Check all that apply)
1. O&M Documents

_0&M manual	_Readily available _Up to date _N/A

X As-built drawings	X_R-eadily available X_Upt0 date _N/A

X Maintenance logs	X_R-eadily available X_Up to date _N/A

Remarks There is no O&M presence on-site, none needed, ground water sampling only.

2.	Site-Specific Health and Safety Plan	Readily available Up to date

X_N/A

_Contingency plan/emergency response plan_Readily available _Up to date X N/A

Remarks Ground Water Samplers carry it on-site when sampling. Plant operations have
HSP/Contingencv Plan/Emergency Response Plan	

3.	O&M and OSHA Training Records Readily available Up to date X N/A
Remarks Kept with ARCADIS. records are up to date.	

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-18 August 17,2010 thru August 26, 2015

051449


-------
4. Permits and Service Agreements

_Air discharge permit	_Readily available _Up to date X_N/A

_Effluent discharge	_Readily available _Up to date X_N/A

_Waste disposal, POTW	_Readily available _Up to date X_N/A

Other permits	 Readily available Up to date _N/A

Remarks State Engineer Permit for extraction wells and Plant facility water supply
well.	

5. Gas Generation Records
Remarks

_Readily available _Up to date X N/A

6. Settlement Monument Records
Remarks

_Readily available _Up to date X N/A

7. Ground water Monitoring Records Readily available
Remarks

_Up to date X N/A

8. Leachate Extraction Records
Remarks

_Readily available _Up to date X N/A

9. Discharge Compliance Records

X Air	_Readily available _Up to date _N/A

_Water (effluent)	_Readily available _Up to date X N/A

Remarks Obtained for YES from City of Albuquerque, system terminated in 2005. Permit

Terminated.

10. Daily Access/Security Logs
Remarks

X_Readily available X_Upt0 date _N/A

IV. O&M COSTS

1. O&M Organization
State in-house	Contractor for State

PRP in-house	X Contractor for PRP

Federal Facility in-house Contractor for Federal Facility
Other

South Valley Superfund Site
Albuquerque, New Mexico

AE-19

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051450


-------
2. O&M Cost Records
X Readily available X_Up to date
Funding mechanism/agreement in place

Original O&M cost estimate	 Breakdown attached

Total annual cost by year for

review period if available



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date

Date

Total cost



From

To



Breakdown attached

Date	Date	Total cost

3. Unanticipated or Unusually High O&M Costs During Review Period

Describe costs and reasons:

None

V. ACCESS AND INSTITUTIONAL CONTROLS ^Applicable _N/A
A. Fencing

1. Fencing damaged _ Location shown on site map	X Gates secured _ N/A

Remarks

B. Other Access Restrictions

1. Signs and other security measures _ Location shown on site map _ N/A
Remarks

C. Institutional Controls (ICs)

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-20 August 17, 2010 thru August 26, 2015

051451


-------
1. Implementation and enforcement

Site conditions imply ICs not properly implemented	_Yes _No X N/A

Site conditions imply ICs not being fully enforced	_Yes _No X N/A

Type of monitoring (e.g., self-reporting, drive by)

Frequency

Responsible party/agency

Contact

Name	Title	Date Phone no.

Reporting is up-to-date

Yes

_No

_N/A

Reports are verified by the lead agency

Yes

_No

_N/A

Specific requirements in deed or decision documents have

been met

Yes

_No

Violations have been reported

Yes

_No

_N/A

Other problems or suggestions: Report attached







N/A

2. Adequacy _ICs are adequate	_ICs are inadequate	_N/A

Remarks

D. General

1. Vandalism/trespassing	Location shown on site map X No vandalism evident

Remarks Off-site areas around monitoring wells, lots of dumping, mostly construction

debris and household items.

2. Land use changes on site X N/A
Remarks

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-21 August 17, 2010 thru August 26, 2015

051452


-------
3. Land use changes off site _ N/A

Remarks Parcel of land to north of Plant contains three monitoring wells has change
ownership, no access at this time but not a problem with remedy, wells not currently sampled.

VI. GENERAL SITE CONDITIONS

A. Roads 2L_ Applicable

N/A

1. Roads damaged _ Location shown on site map X Roads adequate _ N/A
Remarks

B. Other Site Conditions

Remarks See D. 1.

VII. LANDFILL COVERS Applicable X_N/A

A. Landfill Surface

1. Settlement (Low spots)
evident

Areal extent	Depth_

Remarks

Location shown on site map Settlement not

2. Cracks

Lengths	

Remarks

_ Location shown on site map _ Cracking not evident
_ Widths	 Depths	

3. Erosion

Areal extent	

Remarks

_ Location shown on site map
	Depth	

Erosion not evident

4. Holes
Areal extent_
Remarks

_ Location shown on site map
	Depth	

Holes not evident

5. Vegetative Cover _Grass	Cover properly established _No signs of stress

Trees/Shrubs (indicate size and locations on a diagram)

Remarks

South Valley Superfund Site
Albuquerque, New Mexico

AE-22

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051453


-------
6. Alternative Cover (armored rock, concrete, etc.)
Remarks

N/A

7. Bulges

Areal extent	

Remarks

_ Location shown on site map
	Height	

_ Bulges not evident

8. Wet Areas/Water Damage _Wet areas/water damage not evident

_ Wet areas
_ Ponding

_ Seeps

_ Soft subgrade

Remarks

Location shown on site map
Location shown on site map

Location shown on site map

Location shown on site map

Areal extent_
Areal extent_

Areal extent_

Areal extent

9. Slope Instability
instability

Areal extent	

Remarks

Slides Location shown on site map No evidence of slope

B. Benches	_Applicable X N/A

(Horizontally constructed mounds of earth placed across a steep landfill side slope to interrupt
the slope in order to slow down the velocity of surface runoff and intercept and convey the
runoff to a lined channel.)

1. Flows Bypass Bench
Remarks

Location shown on site map

_N/A or okay

2. Bench Breached
Remarks

Location shown on site map

_N/A or okay

3. Bench Overtopped
Remarks

Location shown on site map

_N/A or okay

South Valley Superfund Site
Albuquerque, New Mexico

AE-23

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051454


-------
C. Letdown Channels _Applicable X N/A



(Channel lined with erosion control mats, riprap, grout bags,

or gabions that descend down the

steep side slope of the cover and will allow the runoff water collected by the benches to move

off of the landfill cover without creating erosion gullies.)



1. Settlement _ Location shown on site map

_No evidence of settlement

Areal extent Depth



Remarks







2. Material Degradation _ Location shown on site map

No evidence of degradation

Material type Areal extent



Remarks





3. Erosion Location shown on site map

_No evidence of erosion

Areal extent Depth



Remarks







4. Undercutting Location shown on site map

_ No evidence of undercutting

Areal extent Depth



Remarks







5. Obstructions Type

_No obstructions

Location shown on site map

Areal extent

Size



Remarks







6. Excessive Vegetative Growth Type



_No evidence of excessive growth



Vegetation in channels does not obstruct flow



Location shown on site map Areal extent



Remarks







D. Cover Penetrations _Applicable X N/A

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-24 August 17, 2010 thru August 26, 2015

051455


-------
1. Gas Vents _Active

Passive

Properly secured/locked Functioning

Routinely sampled Good condition

Evidence of leakage at penetration

_Needs Maintenance

_N/A



Remarks







2. Gas Monitoring Probes



_ Properly secured/locked _ Functioning

_ Routinely sampled _ Good condition

_ Evidence of leakage at penetration

_ Needs Maintenance _ N/A

Remarks







3. Monitoring Wells (within surface area of landfill)

Properly secured/locked Functioning

Routinely sampled Good condition

Evidence of leakage at penetration

Needs Maintenance _N/A

Remarks





4. Leachate Extraction Wells



_ Properly secured/locked _ Functioning

_ Routinely sampled _ Good condition

_ Evidence of leakage at penetration

_ Needs Maintenance _ N/A

Remarks







5. Settlement Monuments _Located Routinely surveyed _N/A

Remarks







E. Gas Collection and Treatment

_Applicable X_ N/A

1. Gas Treatment Facilities



Flaring Thermal destruction

Collection for reuse

Good condition Needs Maintenance



Remarks







South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-25 August 17, 2010 thru August 26, 2015

051456


-------
2. Gas Collection Wells, Manifolds and Piping

Good condition Needs Maintenance
Remarks

3. Gas Monitoring Facilities (e.g., gas monitoring of adjacent homes or buildings)

_Good condition _Needs Maintenance	_N/A

Remarks

F. Cover Drainage Layer	_Applicable	_N/A

1. Outlet Pipes Inspected	Functioning	_N/A

Remarks

2. Outlet Rock Inspected	Functioning	_N/A

Remarks

G. Detention/Sedimentation Ponds _Applicable	X N/A

1. Siltation Areal extent	Depth	

_ N/A	_ Siltation not evident

Remarks

2. Erosion Areal extent	 Depth

Erosion not evident
Remarks

3. Outlet Works	_Functioning	_N/A

Remarks

4. Dam	_Functioning	_N/A

Remarks

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-26 August 17, 2010 thru August 26, 2015

051457


-------
H.	Retaining Walls	_Applicable	X N/A

I.	Deformations Location shown on site map	Deformation not evident

Horizontal displacement	 Vertical displacement	

Rotational displacement	

Remarks

2. Degradation	Location shown on site map Degradation not evident

Remarks

I. Perimeter Ditches/Off-Site Discharge	_Applicable X N/A

1. Siltation	Location shown on site map	Siltation not evident

Areal extent	Depth	

Remarks

2. Vegetative Growth _Location shown on site map _N/A
Vegetation does not impede flow

Areal extent	Type	

Remarks

3. Erosion Location shown on site map	Erosion not evident

Areal extent	Depth	

Remarks

4. Discharge Structure Functioning
Remarks

VIII. VERTICAL BARRIER

1. Settlement

Areal extent	

Remarks

South Valley Superfund Site
Albuquerque, New Mexico

N/A

X N/A

Settlement not evident

Fifth Five Year Review
AE-27 August 17, 2010 thru August 26, 2015

WALLS Applicable

Location shown on site map
Depth	

051458


-------
2. Performance Monitoring Type of monitoring	

Performance not monitored Frequency	Evidence of breaching

Head differential	

Remarks

IX. GROUND WATER/SURF ACE WATER REMEDIES X_ Applicable _N/A
A. Ground water Extraction Wells, Pumps, and Pipelines X= Applicable _N/A
1. Pumps, Wellhead Plumbing, and Electrical

X Good condition X_ All required wells properly operating _Needs Maintenance _N/A
Remarks

2.	Extraction System Pipelines, Valves, Valve Boxes, and Other Appurtenances
X Good condition Needs Maintenance

Remarks YES Unit removed, piping and wells still in place. VES terminated in
2005.	

3.	Spare Parts and Equipment

XReadily available Good condition Requires upgrade Needs to be provided
Remarks Ground water remediation system terminated in 2006.	

B. Surface Water Collection Structures, Pumps, and Pipelines Applicable X N/A

1. Collection Structures, Pumps, and Electrical
_ Good condition Needs Maintenance
Remarks

2. Surface Water Collection System Pipelines, Valves, Valve Boxes, and Other
Appurtenances

Good condition	Needs Maintenance

Remarks

3. Spare Parts and Equipment

Readily available Good condition Requires upgrade Needs to be provided
Remarks

C. Treatment System	X Applicable _N/A

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-28 August 17, 2010 thru August 26, 2015

051459


-------
1. Treatment Train (Check components that apply)

Metals removal	Oil/water separation	Bioremediation

X Air stripping	Carbon adsorbers

Filters	

Additive (e.g., chelation agent, flocculent)	

Others	

Good condition	Needs Maintenance

Sampling ports properly marked and functional
Sampling/maintenance log displayed and up to date
Equipment properly identified

Quantity of ground water treated annually	

Quantity of surface water treated annually	

Remarks

2. Electrical Enclosures and Panels (properly rated and functional)
_N/A	_Good condition	_Needs Maintenance

Remarks

3. Tanks, Vaults, Storage Vessels

_N/A	Good condition Proper secondary containment Needs

Maintenance

Remarks

4. Discharge Structure and Appurtenances

_N/A	_Good condition _Needs Maintenance

Remarks

5. Treatment Building(s)

_N/A	_Good condition (esp. roof and doorways)	_Needs repair

Chemicals and equipment properly stored
Remarks

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-29 August 17, 2010 thru August 26, 2015

051460


-------
6. Monitoring Wells (pump and treatment remedy)

Properly secured/locked Functioning Routinely sampled Good condition
_A11 required wells located _Needs Maintenance	_N/A

Remarks

D. Monitoring Data

1.	Monitoring Data

Is routinely submitted on time	Is of acceptable quality

2.	Monitoring data suggests:

_ Ground water plume is effectively contained _ Contaminant concentrations are declining
D. Monitored Natural Attenuation

1.	Monitoring Wells (natural attenuation remedy)

Properly
secured/locked

Functioning
Routinely
sampled	Good condition

_A11 required wells
located	_Needs

Maintenance

_N/A

Remarks

X. OTHER REMEDIES

If there are remedies applied at the site which are not covered above, attach an inspection sheet
describin the physical nature and condition of any facility associated with the remedy. An
example would be soil vapor extraction.

XI. OVERALL OBSERVATIONS

A. Implementation of the Remedy

Describe issues and observations relatin to whether the remedy is effective and functionin as
designed. Begin with a brief statement of what the remedy is to accomplish (i.e., to contain
contaminant plume, minimize infiltration and gas emission, etc.).

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-30 August 17, 2010 thru August 26, 2015

051461


-------
B.	Adequacy of O&M

Describe issues and observations related to the implementation and scope of O&M procedures.
In particular, discuss their relationship to the current and long-term protectiveness of the
remedy.

C.	Early Indicators of Potential Remedy Problems

Describe issues and observations such as unexpected changes in the cost or scope of O&M or a
high frequency of unscheduled repairs, that suggest that the protectiveness of the remedy may
be compromised in the future.

D.	Opportunities for Optimization

Describe possible opportunities for optimization in monitoring tasks or the operation of the
remedy.

South Valley Superfund Site
Albuquerque, New Mexico

051462

Fifth Five Year Review
AE-31 August 17,2010 thru August 26, 2015


-------
Inspection Photographs

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-32 August 17, 2010 thru August 26, 2015

051463


-------
Photograph No. 1	Site: South Valley Superfund Site

Description: OU 05, South Plant 83, Concrete Cap, Institutional Control

Photograph No. 2	Site: South Valley Superfund Site

Description: OU-05, South Plant 83, SMW-17, Plugged and Abandoned

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-33 August 17, 2010 thru August 26, 2015

051464


-------
Photograph No.3	Site: South Valley Superfund Site

Description: OU 05, South Plant 83, SMW-19, Plugged and Abandoned

Photograph No. 4	Site: South Valley Superfund Site

Description: OU 05, South Plant 83, SW-08, Plugged and Abandoned

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-34 August 17, 2010 thru August 26, 2015

051465


-------
- O1.27.201i 1-0:

Photograph No. 5	Site: South Valley Superfund Site

Description: OU 05, South Plant 83, Extraction Well SEW-10, Plugged and Abandoned

Photograph No. 6	Site: South Valley superfund Site

Description: OU 05, South Plant 83, Shallow Zone Pipeline

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-35 August 17, 2010 thru August 26, 2015

051466


-------
Photograph No. 7	Site: South Valley Superfund Site

Description: OU 05, North Plant 83, Shallow Zone Treatment Building Removed



Photograph No. 8	Site: South Valley Superfund Site

Description: OU 05, North Plant 83, Extraction Well SEW-04, Plugged and Abandoned

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-36 August 17, 2010 thru August 26, 2015

051467


-------
Photograph No. 9	Site: South Valley Superfund Site

Description: OU 05, North Plant 83, Off-Site, Extraction Well SEW-11, Plugged and Abandoned

Photograph No. 10	Site: South Valley Superfund Site

Description: OU 05, North Plant 83, Off-Site, Monitoring Well P83-03S, Plugged and
Abandoned

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-37 August 17, 2010 thru August 26, 2015

051468


-------
Photograph No. 11	Site: South Valley Superfund Site

Description: OU 05, North Plant 83, Off-Site, Extraction Well SEW-02, Plugged and Abandoned

,	;> re ^ m.	.	:	^	j

Photograph No. 12	Site: South Valley Supeifund Site

Description: OU 06, Deep Zone, Monitoring Wells WB-02 (Yellow) DO-2 (Brown)

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-38 August 17, 2010 thru August 26, 2015

051469


-------
Photograph No. 13	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Monitoring Well IO-3

Photograph No. 14	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, New Extraction Well EW-005, will be on-line this spring.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-39 August 17, 2010 thru August 26, 2015

051470


-------
Photograph No. 15	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Monitoring Well WB-05, Extraction Well EW-005 to north.

Photograph No. 16	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Extraction Well EW-003R, Extraction Well EW-005 to south

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-40 August 17, 2010 thru August 26, 2015

051471


-------
Photograph No. 17	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Extraction Well EW-004, Looking Southeast

Photograph No. 18	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Leak Detection, Extraction Well Infrastructure

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-41 August 17, 2010 thru August 26, 2015

051472


-------
Photograph No. 19	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Extraction Well EW-Q01, Looking Southeast.

Photograph No. 20	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Monitoring Well WB-04, Looking Southeast.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-42 August 17, 2010 thru August 26, 2015

051473


-------
Photograph No. 21	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Extraction Well EW-006, Drilled in January 2015, On-line in
Spring, EW-002 about 75 ft. to the South

Photograph No. 22	Site: South Valley Superfund Site

Description: OU 06, Deep Zone, Injection Well IW-636, Drill Rig set up on IW-636R 50 ft.
North.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-43 August 17, 2010 thru August 26, 2015

051474


-------
Photograph No. 23	Site: South Valley Superfund Site

Description: OU 06, Extraction Wells Influent, Flow Meters

«IS!H

Photograph No. 24	Site: South Valley Superfund Site

Description: Demonstration used at Public Meeting, January 31, 2013

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AE-44 August 17, 2010 thru August 26, 2015

051475


-------
Photograph No. 25	Site: South Valley Superfund Site

Description: OU 06, Inside Treatment Building looking West.

South Valley Superfund Site
Albuquerque, New Mexico

051476

Fifth Five Year Review
AE-45 August 17, 2010 thru August 26, 2015


-------
Photograph No. 26	Site: South Valley Superfund Site

Description: OU 06, Inside Treatment Building looking East.

Photograph No. 27	Site: South Valley Superfund Site

Description: OU 06, Inside Treatment Building looking toward Operations Office.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-46 August 17, 2010 thru August 26, 2015

051477


-------
Photograph No. 28	Site: South Valley Superfund Site

Description: OU 06, Inside Operations Office, Emergency Numbers, Route to Hospital.

Photograph No. 29	Site: South Valley Superfund Site

Description: OU 06, Inside Operations Office, Software Monitoring Treatment System
Operations

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-47 August 17, 2010 thru August 26, 2015

051478


-------
Photograph No. 30	Site: South Valley Superfund Site

Description: OU 03, Treatment System Air Stripper.

South Valley Superfund Site
Albuquerque, New Mexico

051479

Fifth Five Year Review
AE-48 August 17, 2010 thru August 26, 2015


-------
Photograph No. 31	Site: South Valley Superfund

Description: OU 03, Extraction Wells Influent in Treatment Building.

Photograph No. 32	Site: South Valley Superfund

Description: OU 03, Air Stripper Blower in Treatment Building.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-49 August 17, 2010 thru August 26, 2015

051480


-------
......

xv ••



Photograph No. 33
Description: OU 03, Infiltration Gallery west of Treatment Building.

. ¦--- - -S-^,	*T

- . €•: - -= - ¦¦-.

^ T^*r^ivr >f£\V > rv . - - Viiv'
--^ <. -*;• -:• ?

Site: South Valley Superfund

i ' *<¦ %
-Z1



Photograph No. 34	Site: South Valley Superfund

Description: OU 03, Monitoring Well GM-17S inside Plant property.

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AE-50 August 17, 2010 thru August 26, 2015

051481


-------
Photograph No. 35	Site: South Valley Superfund

Description: OU 03, Monitoring Well GM-17D inside Plant property.

Photograph No. 36	Site: South Valley Superfund

Description: OU 03, VES Treatment Unit Removed, VES well piping infrastructure piping still
in place.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-51 August 17, 2010 thru August 26, 2015

051482


-------
Description: OU 03, Monitoring Well GM-1 ID off-site, Damaged by Heavy Equipment and
Repaired.

'holograph No. 38	Site: South Valley Superfund

Description: OU 03, Monitoring Well GM-21 off-site, Erosion deposition from 1-25 drainage.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-52 August 17, 2010 thru August 26, 2015

051483


-------
Photograph No. 39	Site: South Valley Superfund

Description: OU 03, North bound traffic 1-25, Temporary access to location of proposed new
monitoring wells on eastside of 1-25.

.28.2018 11:48.

Photograph No. 40	Site: South Valley Superfund

Description: OU 03, North bound traffic 1-25, Temporary access to location of proposed new
monitoring wells on eastside of 1-25.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-53 August 17, 2010 thru August 26, 2015

051484


-------
Photograph No. 41	Site: South Valley Superfund

Description: OU 03, Eastside of 1-25, location of proposed new monitoring wells (GM-29 and
on eastside of 1-25.

Photograph No. 42	Site: South Valley Superfund

Description: OU 03, Eastside of 1-25, Extraction Well EW-04, Gully Erosion.

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AE-54 August 17, 2010 thru August 26, 2015

051485


-------
r «SL> asfT

Photograph No. 43	Site: South Valley Superfund

Description: OU 03, Eastside of 1-25, Monitoring Well 14D.

Photograph No. 44	Site: South Valley Superfund

Description: OU 03, Eastside of 1-25, Monitoring Well 14S.

South Valley Superfund Site
Albuquerque, New Mexico

AE-55

Fifth Five Year Review
August 17, 2010 thru August 26, 2015

051486


-------
Photograph No. 45	Site: South Valley Superfund

Description: OU 03, Eastside of 1-25, Monitoring Well 15S and 15D.

Photograph No. 46	Site: South Valley Superfund

Description: OU 03, Off-site, Junction Box for Influent Pipelines from Extraction Wells.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-56 August 17, 2010 thru August 26, 2015

051487


-------


UMPIN

Photograph No. 47

Description: OU 03, Off-site, No Dumping Sign.

.

Site: South Valley Superfund

Photograph No. 48	Site: South Valley Superfund

Description: OU 03, Off-site, Monitoring Well GM-26, South of Univar Plant.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-57 August 17, 2010 thru August 26, 2015

051488


-------
Photograph No. 49	Site: South Valley Superfund

Description: OU 03, Off-site, Monitoring Well HI-01, South of Univar Plant.

South Valley Superfund Site
Albuquerque, New Mexico

051489

Fifth Five Year Review
AE-58 August 17, 2010 thru August 26, 2015


-------
Public Notice

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-59 August 17, 2010 thru August 26, 2015

051490


-------
AI lit. yi, I.RQL l_ K >L. UNA L	INI- MJ NI V\Y K. JLTRNAL

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t not* this confirmation Is Co be considered a quote and may be subject Co change.

South Valley Superfund Site
Albuquerque, New Mexico

Fifth Five Year Review
AE-61 August 17, 2010 thru August 26, 2015

492


-------
1/13/201510:04:47AM	*F1ease note this confirmation is to be considered a quote and may be subject to change.

South Valley Superfund Site	Fifth Five Year Review

Albuquerque, New Mexico	AE-62 August 17, 2010 thru August 26, 2015

493


-------